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14 Development Permit 99-285 Wolf Pen Plaza
COLLEGE STATION P. 0 . Box 9960 February 16, 2000 Mr. Kevin Gaskey, P.E. Kimley-Hom & Associates, Inc . 12700 Park Central Drive Suite 1800 Dallas, TX 75251 Via Facsimile@ 972-239-3820 RE : Wolf Pen Plaza, Seitz Group Floodplain Encroachment Study Dear Mr. Gaskey, 1101 Texas Avenue Te l 409 764 3500 College Station , TX 77842 I appreciate your timely response to my letter of February 14, 2000 requesting justification of several manning roughness coefficients used in your January 5, 2000 Floodplain Encroachment Study for the Wolf Pen Plaza development. In your response dated February 15 , 2000, you review the history of the dialogue between the Cit)' of College Station's representative Jeff Tondre and Kimley-Hom's representative. You do not address my request to justify the basis of the "engineering judgement" (see letter of December 17, 1999 from Dan Grant, EI Analyst to Mr. Jeff Tondre, P.E.) used in selecting the parameters that we question. The city's primary concern is the protection of existing structures by no increase in the actual flood elevation as clearly stated in Mr. Tondre's letters of July 1, 1999, November 5, 1999 and December 16, 1999 and as required by the City of College Station's Drainage Policy and Design Standards. I would appreciate your addressing my original request in my letter of February 14, 2000 so that hopefully we can bring this issue to closure. Please feel free to contact me at (409) 764-3570. Sincerely, ~4J///~ Ted Mayo, P .E. Assistant City Engineer xc: Jim Callaway, Director of Development Services Jeff Tondre, P.E ., Civil Engineer Natalie Ruiz, Development Coordinator Home of Texas A&M University 02 1 22 1 00 TUE 11:13 FAX 9722393820 Kimley-Horn and Associates, Inc . February 22, 2000 Mr. Ted Mayo, P.E. City of College Station 1101 Texas Avenue College Station, TX 77842 RE: Wolf Pen Plaza Dear Mr. Mayo: DALLAS This letter is in response to your request on February 15. 2000 for additional information on the Floodplain Study for Wolf Pen Plaza . The Manning's roughness coefficients ("n'' values) used in the original flood study (September 1999) were derived given that : a) the "n" values were obtained from a study performed by and approved by the City of College Station and b) Kimley-Hom and Associates, Inc . (KHA) was instructed to use the "n" values from the approved study. Through the course oflaboring to obtain a development permit from the City of College Station, KHA was instructed to lower the ''n " values to have the flood model more accurately reflect the existing conditions on the site _ Using our best engineering judgment, KHA agreed to the revising of the ''n" values in the flood study. This judgment was based on the fact that a) choosing "n" values is a subjective process and b) neither model showed any negative or adverse impacts over the existing conditions. If you have any questions, please do not hesitate to call. Sincerely, KIMLEY-HORN AND ASSOC/A TES, INC. \~J cc: Art Anderson, Winstead Scchrtst & Minick, P.C. • Jim Callaway, Director of Development Services Jeff Tondre, P .E., Civil Engineer Eric Seitz, The Seitz Group Natalie Ruiz, Development Coordinator TEL m 77 0 130 0 FAX 972 239 3920 141 00 2 • SuiTa 1800 12700 Pif1( Ce111ral Ortve Dail e, Tew 7525 1 .. . -·-1 -.~ ... , ·, '1 ,,I' ciG-fG-/1~- COLLEGE STATION Mr. Eric Seitz Seitz Group 6805 Hillcrest Ave Suite 1800 Dallas, TX 75251 P. 0 . Box 9960 RE: NOTICE OF NONCOMPLIANCE with Chapter 13, Code of Ordinances Wolf Pen Plaza, Seitz Group Dear Mr. Seitz, 1101 Texas Avenue Tet. 409 764 3500 College Stat ion , TX 77842 Chapter X of the Drainage Policy and Design Standards, as adopted through Chapter 13 , Section 3 .B of the City of College Station Code of Ordinances, requires the implementation of measures necessary to prevent the movement of sediment, by erosion or action of man from areas undergoing development, onto adjacent properties or any part of a drainage system. It has been brought to the attention of your construction manager and yourself on several occasions over the past two weeks, that excessive amounts of soil is being tracked upon public streets by construction traffic leaving the site, by Jon Mies. In addition, I infonned your construction manager verbally that the current installation of silt fencing is not installed property or maintained adequacy to prevent silt from washing off the site. This Chapter is enforced by ensuring that construction sites implement standard Best Management Practices (BMP). Typical BMP appropriate for this site includes, but is not limited to , wash-down areas for vehicular traffic, daily removal of sediment transported from the site, properly installed silt fencing, and installation of rock berms in locations of concentrated flow. It is our understanding that a wash down area is not installed, or being used. The silt fencing is not properly installed (toed in) to prevent runoff from going under the fence. The silt fence is not being maintained in a functioning manner as a result of daily construction activities near the fencing . Additional measures should be implemented in locations where concentrated flow may easily over top silt fencing. It has been noted that daily street sweeping has been implemented following meetings with Jon Mies to minimize the impacts. This should be continued. Similar requirements are necessary under the Federal Clean Water Act to be eligible for coverage under the NPDES General Construction Stormwater Permit. This nation wide permit requires that a log of inspections, maintenance, and spills must be kept on site. This log should be made available to staff upon request. Home of Texas A&M University Appropriate action must be taken immediately to bring the site into compliance to ensure the health, safety and welfare of the community. If this action can not reasonably be taken immediately, please provide written documentation of the item not implemented, a reason for the delay, and expected time frame for implementation . Failure to comply will result in enforcement in accordance to Chapter 13, Section.7 of the Code of Ordinances. If you have any question or do not understand any of these requirements, please call me at ( 409) 764-3570. Sincerely, ~{oJ_, Jeff Tondre, P.E. Civil Engineer xc: Ted Mayo, P.E., Asst City Engineer Natalie Ruiz, Development Coordinator Jon Mies, Fire Marshal Kimley-Horn and Associates , Inc. July 14 , 2000 ~ "1,-fj.dJ/'r' Mr. Ted Mayo, P.E. City of College Station 1101 Texas Avenue College Station , Texas 77842 Re: Wolf Pen Plaza Site Addendum #3 Dear Ted : Kimley-Hom and Associates, Inc . (KHA) is pleased to submit revi sed drawing s for the Wolf Pen Plaza project for your review . Per our conversation on July 11, 2000, we have revi sed the storm sewer outlet points into Wolf Pen Creek . The headwalls at these points have been moved back a horizontal distance of 10 pipe diameters from the centerline of the creek, while keeping the vertical exit elevation the same. Rock riprap has been added around the headwall and to the center of the channel to reduce the potential of erosion. We have also included the marked-up drawing received from Mr. Jeff Tondre from his review of the plans in April, 2000 . If we can be of further assistance, please do not hesitate to contact us . Sincerely, Y-HORN AND ASSOC/A TES, INC. CVFl/jc • TE L 972 770 1300 FA X 972 239 38 20 G:IC!V !L\63006\033\added n_cs_U3 .doc • Suite 1800 12700 Pa rk Ce nt ral Drive Da llas , Texa s 75251 COLLEGE STATION P. 0 . Box 9960 Mr. William G. Pembroke, P.E. Kimley-Horn and Associates, Inc. 12700 Park Central Drive Dallas, Texas 75251 Re: Detention Study Letter College Station Retail, Seitz Group College Station, Texas Dear Mr. Pembroke: 1101 Texas Avenue Tet. 409 764 3500 College Stat ion , TX 77842 Due to the relatively large increase in total runoff volume and the location within the watershed with respect to timing, a detailed hydrologic study is required to investigate the project impact. The City has an HEL-1 study for Wolf Pen Creek which staff is in the process of trying to locate. Sincerely, Home of Texas A&M University Kimley-Horn and Associates, Inc. ~ 1/1/~ Mr. TedMayo,P .E/V'' \ City of College Station 1101 Texas A venue College Station, Texas 77842 Re: Wolf Pen Plaza KHA No. 063006033 DearTed: jJ Please find enclosed the requested blueline copies and reproducible copies of the revisions to the Wolf Pen Plaza Storm Sewer Drainage Plan . Per our telephone conversations , please stamp the reproducible copies as "Approved for Construction" and return to Kimley-Horn and Associates, Inc. Please feel free to contact me if you have any questions . Very truly yours , KIMLEY-HORN AND ASSOCIATES, INC. ~, CVF!fak Attachments • TEL 972 770 1300 FAX 97 2 239 3820 G:IC !YILl63006103 3\docs\Let6.doc • Suite 1800 12700 Pa rk Cen tra l Drive Dall as , Texas 75251 COLLEGE STATION P. 0 . Box 9960 Mr. William G. Pembroke, P.E. Kimley·Horn and Associates, Inc. 12700 Park Central Drive Dallas, Texas 75251 Re : Detention Study Letter College Station Retail, Seitz Group College Station, Texas Dear Mr. Pembroke: 1101 Te xas Avenue Tef 409 764 3500 College Station , TX 77842 Due to the relatively large increase in total runoff volume and the location within the watershed with respect to timing, a detailed hydrologic study is required to investigate the project impact. The City has an HEL · l study for Wolf Pen Creek which staff is in the process of trying to locate. Sincerely, Home of Texas A&M University JAN-27-2000 THU 09:58 AN C.S. PUBLIC WORKS FAX NO. 409 764 3489 P. 01 .._)\t"f"'\ "-4-U ~ I ~"' ~c+9. ~ Steu~ ~"'\ r;Ac~ ~'°'I McCLURE ENGINEERING, INC .------- January 26, 2000 Mr. Bob Mosley, P .E. City Engineer • City of College Station P .0. Box 9960 College Station, Texas 77842 Re: The Effects of Wolf Pen Plaz.a Development on Wolf Pen Creek Dear Mr . Mosley: We at McClure Engineering, Inc. and Robertson ConsulLing Engineers wish to express our concern regarding the development of Wolf Pen Pla7.a near the intersection of Texas Avenue and Holleman Drive. We are concerned with anticipated effects that the proposed floodplain fill will have on velocities and water surface elevations along Wolf Pen Cr~k. As part of our won on Wolf Pen Creek, we reviewed the drainage report prepared by Kim Icy-I lorn and Associates (KHA) for Wolf Pen Plv.a . In it, Lhc author states that they have been able to achieve a minimal rise in water surface elevations resulting from a 100-yr storm event. They achieved this by altering the Manning's N values between the existing FEMA model (Duplicate Effective Model) and their Corrected Eff ectivc Model. Jn Lhcir opinion, the Manning's N values assigned to the heavily wooded ovcrbank area and to the channel were too high in the current FEMA model prepared by Nathan D. Maier Consulting Engineers (NDMCE). They have successfully argued for a reduction in these values with the College Station Development Services Department. The original value of Marming 's N that NDMCI! established for the channel ovcrbank on Wolf Pen Creek was 0.090 between Texas Avenue and the confluence of Tributary B behind Johnny Currino's Restaurant (about 4850 ft). That is an average Manning's N value within the allowable range shown in the College Station Drainage Polley and D~ign Standards Manual for a wooded floodplain adjacent to a natural stream. In their Corrected Effective Model, KHA reduces this value to 0.070 on both sides of the channel in this same segment of the creek. Their value for Manning's N is lower than the minimum allowable value of 0.075 shown in the manual. The original Manning's N value for the channel was set at 0.075 by NDMC.t. We believe this to be a reasonable value that falls within the parameters described in the manual. KHA uses 0.050 in their model, which is the minimum value for that class of stream channels. The manual states that this coefficient should be increased by a value between 0.0 I 0 and 0 .020 when either of the following two conditions exist on a channel: • ... trees within channels with branches submerged at high stage ... • ... i"egwlar section with pools, .slighl channel meander ... Jn our opinion, both conditions exist along Wolf Pen Creek in lhc vicinity of this site, which implies that the minimum value should be increased by a value between 0 .020 and 0.040 . Ttie use of lower MaMing's N values in KHA's Correclcd Effective model reduces the frictional resistance of the stream when compared lo the original NDMCE study. This makes the stream appear to be more efficicnl for transporting water and results in artificially low water 1008 Woodcreek Drive, Suite 103 •College Station, Texas ns45 (409) 693-3838 •FAX (409) 693-2554 •email: mc:clure@tca.net ,• JAN-27-2000 THU 09:59 AH C.S . PUBLIC WORKS Mr. Oob Mosley January 26, 2000 Pagc2 FAX NO. 409 764 3488 surface elevations. KHA is then able to demonstrate in their Project Model that significant fill within the floodplain will have minimal impacts on the velocity and water surface elevation. We know from past e:itpcricnce that floodwaters can rise above the roadway surface of Texas Avenue . We also know thar a severe erosion problem already exist~ within the Wolf Pen Creek corridor. Based cm our observations, we believe the fill being planned on the Wolf Pen Plaza project will adversely affect an already serious situation . In our work on the Wolf Pen Creek Realignment and George Bush Drive Extension Projects, we have been careful to use reasonable figures when evaluating stream flow charactuistics so that the structures we design will have no adverse effects on the upstream area. When water surfaces rise as a result of the Wolf Pen Plaza project, we believe a false perception will be formed that the bridge across Wolf Pc:n Creek contributed to that rise . This could unjustly place our firms and the cily in a compromising situation. Unless this fill in the Wolf Pen Creek floodplain can be avoided, our best alternative for minimizing these anticipated conditions is an improved drainage channel between Texas Avenue and the Dartmouth/Holleman intersection. This channelization project has been discussed at length throughout the conceptual design phase of Wolf Pen Creek. However, as a result of the Wolf Pen Plua development, a higher priority must be given to its construction to reduce lhe potential for flooding upstream and minimize erosion to the properties along the north side of the crock . We ask that strong consideration be given to this idea as the next phase of the Wolf Pen Creek Realignment Pr~jcct is planned. Sincerely, 7k:~I cCJurc, P.E, R.P.L.S. McClure Engineering, l"/J I .. • ~/1 7~ Richard Robertson, D. Eng., P.F.. Robertson Consulting Engineers P. 02 Kimley-Horn and Associates, Inc. July 14, 2000 ~'fr/i.dJ~ Mr. Ted Mayo, P.E. City of College Station 1101 Texas Avenue College Station, Texas 77842 Re: Wolf Pen Plaza Site Addendum #3 Dear Ted: Kimley-Horn and Associates, Inc . (KHA) is pleased to submit revised drawings for the Wolf Pen Plaza project for your review . Per our conversation on July 11, 2000, we have revised the storm sewer outlet points into Wolf Pen Creek. The headwalls at these points have been moved back a horizontal distance of 10 pipe diameters from the centerline of the creek, while keeping the vertical exit elevation the same . Rock riprap has been added around the headwall and to the center of the channel to reduce the potential of erosion. We have also included the marked-up drawing received from Mr. Jeff Tondre from his review of the plans in April, 2000. If we can be of further assistance, please do not hesitate to contact us . Sincerely, Y-HORN AND ASSOCIATES, INC. CVF/ljc • TE L 972 770 1300 FAX 972 239 3820 G:\CIVIL\63006\033\addedn_cs_U3 .doc • Suite 1800 12700 Pa rk Central Drive Dall as , Texas 752 51 5-30-200 1 12:53PM FRO M MOR GRAPHICS 512 dd0 07d8 ~ I --r I I I I , ... -----· i i l ll h ._.: . ./"", 1 ...... . . I . I "-' ·1 :·· I""""' r·4l ,. . , ...... 42 1--iia ..... --~ r:: ,- 1"'" ... -, .. .:: .. I ..... I .. ,.. k=:J I I I I f ....;1 I I I I I . I I I I .. • t l --------~~-------- c:::::J ,.· ~-c 4 ..&:. 42 4. - c : 11 : I ··rr=--- I : -;.2 I .ur : \ .x I V p ~ I o.a I I I ' P .d I . COLLEGE STATION P. 0 . Bo x 9960 • 1101 Texas Avenue July 1, 1999 Mc. William G. Pembroke, P .E. Kimley-Hom & Associates, Inc. 12700 Park Central Drive Suite 1800 Dallas, TX 75251 RE : Wolf Pen Plaza, Seitz Group Detention Study Dear Mr. Pembroke, Tef. 409 764 3500 College Station , TX 77 842 This is in response to the drainage information submitted on June 21, 1999, for the above referenced project. Based upon the hydrologic modeling completed by your furn. it appears reasonable to not provide detention on this site based upon timing of runoff from this site in comparison to the remainder of the watershed . Please submit a certified copy of the study, by a Licensed Professional Engineer, for our records . It may be included in the overall drainage report for the project . However, additional analysis of the effects of this site on the floodplain needs to be investigated . 1be following existing structures adjacent to your project are built below the Base Flood Elevation ofWolf Pen Creek • Washington Chapel Baptist Church@ 1903 Texas Ave. • Parts AI!1:ei:!.~:@ 210 HarveyJtcL _ •Wolf Pen Car Wash@300 Harvey Rd . • (possibly) Taco Bell@ 310 Harvey Rd, Demonstrate the effects of the floodway encroachments on these structures and show that it does not "cause unacceptable increases in water surfuce elevations and velocities." The final drainage report will als() neea l (f address the internal site drainage and discharge pointS -- into Wolf Pen Creek . If you have any question, please call me at (409) 764-3570 . ~/~'- Graduate Civil Engineer xc : Veronica J.B. Morgan, P.E . Hom e of Texas A&M University Kimley-Horn and Associates, Inc. March 24, 1999 Ms . Veronica Morgan, P .E . City of College Station -Engineering Division 110 l Texas A venue College Station, Texas 77842-9960 Re: Detention Study College Station Retail, Seitz Group College Station, Texas Dear Ms. Morgan : This letter describes the results of a preliminary detention study for the College Station Retail site in College Station, Texas. The site is located on the northea st corner of Texas Avenue and Holleman Drive . The site will consist of seven retail stores . Stormwater discharge from the site drains directly into Wolf Pen Creek, which runs along the northeast boundary of the site . The creek is designated Zone AE by FEMA , or a studied stream with established base flood elevations . The study performed was an assessment of the need for detention on the site . With its proximity to Wolf Pen Creek, it is possible that a peak-on-peak situation could occur between the stream and stormwater runoff from the site during an event. Calculations were performed using the Rational Method to assess if detention would be necessary to lower the pe a k discharge from the site into Wolf Pen Creek . Using the Rational Method with values taken from the City of College Station Drainage Manual, the l 00-year existing flow in the cree k w as estimated, along with the existing contribution from the College Station Retail site. The same method was used to estimate proposed condition flows from the site . Presently, the site is approximately one-fourth developed, but under proposed conditions, would be 100 percent developed . • TEL 972 770 1300 FAX 972 239 3820 • Suite 1800 12700 Pa rk Cen tral Drive Dallas, Te xas 75251 ii ' . Kimley-Horn and Associates , Inc . Ms. Morgan .City of College Station March 24 , 1999.Pagc 2 Approximately 500 feet upstream of the site, City of College Station requires that up to the 25-yr event be detained . The purpose is to allow for an assumed lack of capacity on the secondary drainage systems in the older sections of the city. Due to this, it is difficult to estimate the true time of concentration upstream of the site, since we have no data on those detention structures. Time of concentration was estimated based on no detention occurring upstream during the 100-year event. The present 100-year event discharge in Wolf Pen Creek was estimated to be 3,620 cubic feet per second (cfs). The College Station Retail site in existing conditions contributes 86 cfs. Under proposed conditions, the site would contribute 107 .5 cfs to that discharge . The increase of 21.5 cfs to the l 00-year event is not considered significant, considering the magnitude of existing 100- year flows in the stream. The discharge from the site during an event would more than likely peak well before the flow in Wolf Pen Creek at that location , due to the proximity of the site to the creek . For these reasons, detention is not necessary for the site . Please do not hesitate to call if you have any questions. Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. William G . Pembroke, P.E. Project Manager Kimley-Horn and Associates, Inc . June 14 , 1999 Ms . Veronica Morgan , P.E . City of College Station -Engineering Division 1101 Texas Avenue College Station, Texas 77842-9960 Re: Detention Study Wolf Pen Plaza, Seitz Group College Station, Texas Dear Ms. Morgan: This letter describes the results of a detailed detention study for the Wolf Pen Plaza site in College Station, Texas. The site is located on the northeast corner of Texas Avenue and Holleman Drive . As proposed, the site will consist of six retail stores with storrnwater discharge from the development draining directly into Wolf Pen Creek, along the northeast boundary of the site . The creek is designated by the Federal Emergency Management Agency (FEMA) as Zone AE , a studied stream with established base flood elevations . At the request of the City, Kirnley-Hom performed a detailed detention study for the site using the U.S . Army Corps of Engineers Hydraulic Engineering Center's HEC-1 hydrologic modeling software. The effective HEC-1 model for the watershed was obtained from Nathan D. Maier, Inc. (NDM). The NDM model was developed in 1988 as part of an overall drainage study for the City of College Station. This 1988 model uses the Soil Con servation Service (SCS) method of curve numbers (CN) to represent soil loss rates (See Table 1). To accurately model the pre-development (1999) conditions in the watershed, the curve number (CN) for \IR ANG E R\VOLl\PROD\HYDRO\projects ~3 00627\S ubrni1 s\2ndsbm1'dc1n2 .doc • TEL 972 770 1300 FAX 972 239 38 20 • Suite 1800 12700 Pa rk Central Drive Dallas, Te xas 75 251 Kimley-Horn and Associates , Inc . M.<i. M11rsan , City of CuUegc St~tio n June 14, llJ99 , Page 2 each basin was updated . Those calculations are shown in Table 2 (attached). The CN modifications were based on an assumed IO-percent growth rate. Time of concentration was not adjusted, since the proposed development will not alter the Wolf Pen Creek channe l or divert any off-site flow s within th e basi n . Given the large size of the basins, the main channel portion of the time of concentration is the majority of the total time for each bas in. The main channels within the basin have not been channelized or improved with concrete (which would shorten this time). Therefore we ass umed that the development that has occurred in th e la st 11 years did not change the time of concentration . The routing sequence in the HEC-1 model (not affected by the site) was assumed to be correct. The Modified Puls method of routing can vary significantly base d on parameters specified. The background information was not available to Kim1ey-Horn to check the s peci fied value s. The SE card was included in the card sequence, which is typi ca lly not included in modified Puls routing. Thi s may have been to in dicate some storage, or may have been an oversight. The routing cards and sequence were left as is , assuming that si nce the City has approved this model there are certain reason s for thi s approach. Three HEC -1 mod els are included as part of this study. The pre-development condition mod el, obtained from Nathan D . Maier, Inc ., is the effective hydrologic model for the watershed . The model that reflects 1999 pre-development conditions is called the modified pre-development model. The post-deve lopment condition model demonstrates condition s in the watersh ed with the propo sed Wolf Pen Plaza. Table 3 show s the CN calculations for this proposed condition . The modified pre-development model was u se d to develop the post-development condition model for the watershed . The pre-development co ndition model was used as the baseline to evaluate detention for the site. All three model outputs are attached. The models are also included on di skette. llRANGERIVOLllPRODIHYDRO\projects'D6300627\Subrni tsl2ndsb mt\detn2.doc Kimley-Horn Ms. Morgan , City o f Co llege Stat ill n June 14, 1999, Page 3 and Associates , Inc. Results The pre-development condition 100-year discharge from the basin containing the proposed Wolf Pen Plaza is 418 cubic feet per second ( cfs). The combined pre- development I 00-year discharge in Wolf Pen Creek just downstream of the site is 4066 cfs . In the post-development model, the curve number has been modified to demonstrate the effects of the proposed development. The post-development 100-year discharge from the basin is 424 cfs, and the combined 100-year discharge in Wolf Pen Creek is 4070 cfs. Kimley-Hom does not recommend detention for the site for the following reasons : I . The site, given the proximity to Wolf Pen Creek would be insignificantly impacted by an increase of 6 cfs during the 100-year event. 2. A 6 cfs increase in the basin and a resulting 4 cfs combined increase in the creek represent a lower than 2-percent increa se in overall di scharge . Note : the reason the increase in total flow at the creek is less than at the basin is due to timing differences in the combined hydrographs . 3. This site will not cause any significant impacts to surrounding or downstream property owners. \\RANGER IV OLI IPR ODIHYDRO~roj ects'il6 300627\Submi1 s\2 n ds bm1 \d e 1n2 .doc --·-----· -·---------~ Kimley-Horn and Associates, Inc . Please do not hesitate to contact us if you have any que stions. Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. William G. Pembroke, P .E . Project Manager Attachments Drainage Area/Location Map SCS Curve Number worksheets Ms. Mo rgan , City ur College Station June 14 , l99'J . Page 4 NDM HEC-1 model conditions Kimley-Hom pre-development conditions Kimley-Hom post-development conditions NDM 1988 HEC -1 Model Output Kimley-Hom Pre-development Condition Model Output Kimley-Horn Post-development Condition Model Output Diskette \IRANGER\VOLl \PROD\HYDR01projccts'{)6300627\Submits\2ndsbmt\de tn2 .doc 5CO~ [S60S ON YH/Yil a :91 G::L\i 66 /H /tO GO"d L617Z: L86 17 l: Z: PROJECT Wolf Pen Plaza LOCATION College Station, Texas DA TE 26-May-99 BY : DFG CURVE NUMBER CALCULATION CURVE NO BASIN NAME WPNI WPCI WPN2 WPBI WPN3 WPA I WPN4 WPNV TOTAL TOTAL AREA ACRES 269 611 76 136 74 312 427 275 2180 SOILA 39 SO ILA 0 0 0 0 0 0 0 0 TABLE 1 Existing Condition· 1988 Nathan D. Maier, Inc. (NDM) HEC ·1 Model SOILB 61 SOILC 74 PERCENT AREA SOILB SOILC 0 4 30 0 5 18 2 1 7 3 21 18 2 SOILD 80 SOILD 96 98 70 94 80 92 76 80 PAVED 98 LAKE 0 0 0 0 0 0 0 0 % d'leck 100 100 100 100 100 100 100 100 LAKE 100 Exist ing Condition NDM HEC-1 Model CN NOTES PERCENT AREA OF SOILS WAS OBTA INED FROM T HE 1988 NDM FLOODPLAIN EVALUATION FOR WOLF PEN CREEK AND ITS TRIBUTAR IE: AND IS PROVIDED FOR REFERENCE ONL) CURVE NUMBERS WERE PULLED DIRECTLY FROM THE HEC·1 MODEL FOR REFERENCE 6/14 /99 12:14 PM cnwksht.xls PROJECT Wolt Pen Plaza LOCATION College Station, Texas DATE 26-May-99 BY: DFG CURVE NUMBER CALCULATION CURVE NO BASIN TOTAL AREA NAME ACRES WPNI 269 WPCI 611 WPN2 76 WPBI 136 WPN3 74 WPAI 312 WPN4 427 WPNV 275 TOTAL 2180 SOILA 39 SOILA 0 0 0 0 0 0 0 0 TABLE2 Pre-development Condition -Intended to rellect rurrent (1999) conditions in watershed Assumes an approx. 10% growth rate (from 1988} and includes resident M'lterview information SOILS 61 SOILC 74 PERCENT AREA SOILS SOILC 0 4 1 1 30 0 1 5 18 2 1 7 3 21 18 2 SOIL D 80 SOILD 96 98 70 94 80 92 76 80 PAVED 98 LAKE 0 0 0 0 0 0 0 0 % check 100 100 100 100 100 100 100 100 LAKE 100 SOIL _Qi 79.8 79.8 74.3 79.5 76.5 79.4 78.2 76.5 LAND USE IMPERVIOUSNESS PERCENTAGE CALCULATION LAND USE %1MPERV. C LAND USE % IMPERV. c SINGLE FAMILY 1 1/4ACRE 38 0.5 COMM. & BUSINESS 85 0.8 SINGLE FAMILY 2 1/3 ACRE 30 0.5 INDUSTRIAL 72 0.7 SINGLE FAMILY 3 1/2 ACRE 25 0.5 OPEN SPACE 2 0.3 SINGLE FAMILY 4 1 ACRE 20 0.35 LAKES ROADS 100 0.95 MULTI FAMILY 1/8 ACRE 65 0.75 BASIN TOT AREA PERCENT AREA NAME !•9· mi.) SF1 SF2 SF3 SF4 MF C&B IND WPNI 0.420 20 0 0 0 30 35 0 WPCI 0.954 0 0 0 0 20 45 0 WPN2 0.119 10 0 0 0 30 45 0 WPBI 0.213 20 0 0 0 30 50 0 WPN3 0.116 10 0 0 0 35 40 0 WPAI 0.488 30 0 0 0 15 40 0 WPN4 0.667 10 0 0 0 35 40 0 WPNV 0.430 10 0 0 0 20 30 0 TOTAL 3.407 6114/99 12:14 PM OVERALL ROADS& COMB OS LAKE IMPERV 15 0 57.15 35 0 51.95 15 0 61.85 0 0 69.6 15 0 60.85 15 0 55.45 15 0 60.85 40 0 43.1 cnwkSht.xls PROJECT Wott Pen Plaza LOCATION College Station, Texas DA TE 26-May-99 BY: DFG CURVE NUMBER CALCULATION CURVE NO BASIN TOTAL AREA NAME ACRES WPNI 269 WPCI 611 WPN2 76 WPBI 136 WPN3 74 WPAI 312 WPN4 427 WPNV 275 TOTAL 2180 SOILA 39 SOILA 0 0 0 0 0 0 0 0 TABLE 3 Post--Oevelopment Condition WOLF PEN PLAZA DEVELOPMENT IS PROPOSED IN BASIN WPN2 SOILB 61 SOILC 74 PERCENT AREA SOILB SOILC 0 4 1 1 30 0 1 5 18 2 1 7 3 21 18 2 SOIL D BO SOIL D 96 98 70 94 80 92 76 80 PAVED 98 LAKE 0 0 0 0 0 0 0 0 % check 100 100 100 100 100 100 100 100 LAKE 100 LAND USE IMPERVIOUSNESS PERCENTAGE CALCULATION LAND USE %1MPERV. C LAND USE % IMPERV. SINGLE FAMILY 1 1/4ACRE 38 0.5 COMM. & BUSINESS 85 SINGLE FAMILY 2 1/3ACRE 30 0.5 INDUSTRIAL 72 SINGLE FAMILY 3 1/2 ACRE 25 0.5 OPEN SPACE 2 SINGLE FAMILY 4 1 ACRE 20 0.35 LAKES ROADS 100 MULTI FAMILY 1/8 ACRE 65 0.75 BASIN TOT AREA PERCENT AREA NAME ~sg. mi.} SF1 SF2 SF3 SF4 MF CBB WPNI 0.420 20 0 0 0 30 35 WPCI 0.954 0 0 0 0 20 45 WPN2 0.119 10 0 0 0 30 55 WPBI 0.213 20 0 0 0 30 50 WPN3 0.116 10 0 0 0 35 40 WPAI 0.488 30 0 0 0 15 40 WPN4 0.667 10 0 0 0 35 40 WPNV 0.430 10 0 0 0 20 30 TOTAL 3.407 6114199 12:15 PM SOIL OVERALL CN CN 79.8 79.8 74.3 79.5 76.5 79.4 78.2 76.5 c 0.8 0.7 0.3 0.95 ROADS & COMB IND OS LAKE IMP ERV 0 15 0 57.15 0 35 0 51.95 0 5 0 70.15 0 0 0 69.6 0 15 0 60.85 0 15 0 55.45 0 15 0 60.85 0 40 0 43.1 cnwksht.JC!s ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE CHEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * HAY 199 1 * * HYDROLOGIC ENGINEERING CENTER * * VERSI ON 4.0.1E • * 609 SECOND STREET * .. Lahey F77L-EM/32 version 5.01 * * DAVIS, CALIFORNIA 95616 * * Dodson & Associa t es , Inc. * * (916) 551-1748 * * RUN DATE 06/02/99 TIME 10:55:57 * * * ***************************************** *************************************** x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xx x THIS PROGRAM REPLACES ALL PREVIOJS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIHP -AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN?? VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATI ON, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AN D AHPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM LINE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 NDM 1988 llOLF PEN CREEK WATERSHED MODEL HEC-1 INPUT PAGE 1 ID ...•... 1 .•....• 2 •.•.•.. 3 ....... 4 ....... 5 ....... 6 ....... 7 .••.... 8 ....... 9 ....•• 10 ID HYDROLOGIC ANALYSIS OF llOLF PEN CREEK BASIN -COLLEGE STATION TX ID COLLEGE STATION STORMWATER MANAGEMENT PLAN 8709J107 (H1.llOLX2-NEW ROUTING) ID PRESENT CONDITION ANALYSIS -SPRING 1986 REV. FROM CARTER'S CR MOOEL CC100C IO 25 YEAR, 24 HOUR STORM , HYPOTHETICAL AND TYPE II STORM DISTRIBUTIONS *DIAGRAM IT 5 16SEP86 0000 288 IO 5 0 0 KK WPNI llOLF PEN CREEK BASIN I KM BEGIN HYDROLOGIC ANALYSIS OF WOLF PEN CREEK -A TRIB. TO CARTER'S CREEK BA .420 * 7.5 * 15 16SEP86 0000 * .0026 .0053 .0081 .0108 .0136 .0164 .0195 .0223 .0254 .0284 * .0316 .0347 .0381 .0414 .0449 .0483 .0519 .0555 .0594 .0632 * .0672 .0712 .0755 .0797 .0842 .0887 .0936 .0984 • 1037 .1089 * .1146 . 1203 .1266 .1328 .1398 . 1467 . 1546 • 1625 . 1717 .1808 * .1925 .2042 .2197 .2351 .2592 .2833 .4733 .6632 .6992 . 7351 * .7538 . 7724 .7857 .7989 .8093 .8197 .8289 .8380 .8454 .8538 * .8607 .8676 .8739 .8801 .8858 .8914 .8967 .9019 .9067 .9115 * .9161 .9206 .9249 .9291 .9331 .9371 .9409 .9446 .9483 .9519 * .9554 .9588 .9621 .9653 .9685 .9717 .9747 .9777 .9807 .9836 * .9864 .9892 .9920 .9947 .9974 1.0000 * 50. 3.41 .53 1. 15 2 .2 2.6 2. 75 3.3 3.8 4.5 * 10. 3 .41 .65 1.45 3 .00 3.8 4 .3 5.2 6 .25 7.5 * 4. 3.41 .74 1 .64 3 .49 4.6 5 .05 6.25 7.5 8.75 * 2. 3.41 .8 1.8 3.88 5. 1 5.65 6.9 8.5 9. 75 PH 1. 3 .41 .87 1.95 4.26 5.7 6 .3 7.8 9.6 11.0 * .2 3.41 1.05 2.22 5. 12 6.95 7.8 9.5 12. 13.5 LS 0 87 UD .25 KK WPCI WOLF PEN CREEK TRIB C BASIN I BA .954 LS 0 86 UD .50 KK 40 COMBINE WPNI AND WPCI HC 2 KK RT41 ROUTE COMB HYDRO TO COMP PT 41 RS 1 FLOW 0. SQ 0. 750. 2236. 2712. 3050. 3454. 5250. SV 0. 13. 31. 37 . 40. 44. 65. SE 271. 279.8 282.3 282.8 283. 1 283.4 284.6 KK WPN2 WOLF PEN CREEK BASIN II KO 2 BA .119 LS 0 88 UD .30 NDM 1988 l.'OLF PEN CREEK WATERSHED MOOE L HEC -1 INPUT PAGE 2 LINE ID .•.•... 1 .....•• 2 .••.... 3 ....... 4 ••..... 5 .....•. 6 •.••... 7 ....... 8 ••..... 9 ..•... 10 29 KK 41 COMB ROUTED HYDRO AND \JPN II 30 KO 2 31 HC 2 32 KK IJPBI WOLF PEN CREEK TRIB B BASIN I 33 BA .213 34 LS 0 88 35 UD .25 36 KK 42 COMB 41 AND IJPBI 37 HC 2 38 KK RT43 RCXJTE COMB HYDRO TO COMP PT 43 39 RS 1 FLOIJ 0. 40 SQ 0. 1150 . 3402 . 4134. 4651 . 5262. 7900. 41 sv 0. 29. 63. 73. 79. 87 . 116. 42 SE 263 . 1 269.8 272.4 273.1 273.5 273 _9 275.5 43 KK IJPN3 l.'OLF PEN CREEK BASIN Ill 44 BA .116 45 LS 0 80 46 UD .20 47 KK 43 COMBINE RT43 ANO \JPN Ill 48 HC 2 49 KK IJPAI l.'OLF PEN CREEK TRIB A BAS I N I 50 BA .488 51 LS 0 87 52 UD .so 53 KK 44 COMBINE 43 AND IJPAI 54 HC 2 55 KK RT45 ROUTE COMB HYDRO TO COMP PT 45 56 RS 5 FLOIJ 0. 57 SQ 0. 1440. 4201 . 513 7 . 5802. 6592 . 8800. 58 sv 0. 67. 217 . 338. 368. 398 . 491. 59 SE 245.9 254.1 261.9 265.3 265 .8 266.2 267. 1 60 KK IJPN4 l.'OLF PEN CREEK BASIN IV 61 BA .667 62 LS 0 86 63 UD .90 64 KK 45 COMB RT45 AND \JPN 4 65 HC 2 66 KK RT46 ROUTE COMB HYDRO TO COMP PT 46 67 RS 3 FLOIJ 0. 68 SQ o. 1500. 4294 . 5294. 5996. 6867. 8200. 69 sv 0 . 65. 140 . 171. 189 . 210. 244. 70 SE 235 . 244.6 246.8 247 .3 247.6 247.9 248.4 LINE 71 72 73 74 75 76 77 78 NDM 1988 WOLF PEN CREEK WATERSHE D MODEL HEC-1 INPUT ID .•..••• 1 ••...•. 2 .....•. 3 ....... 4 ••..... 5 ..•...• 6 .... : .. 7 ..••••. 8 ......• 9 ••.... 10 KK BA LS UD KK KM HC zz WPNV llOLF PEN CREEK BASIN V .43 0 77 .4 46 COMBINE RT46 AND WPNV ** END COMPUTATIONS FOR llOLF PEN CREEK , ADD TO CARTER CREEK COMP PT 18 ** 2 PAGE 3 NDM 1988 WOLF PEN CREEK WATERSHED MODEL SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE NO. (V) ROUTING (.) CONNECTOR 7 WPNI 13 WPCI 17 40 ..•..•..•... v v 19 RT41 24 WPN2 29 41 ........... . 32 WPBI 36 42 .•.......... v v 38 RT43 43 WPN3 47 43 ........... . 49 WPAI 53 44 ........... - v v 55 RT45 60 WPN4 64 45 ..•......... v v 66 RT46 71 WPNV 75 46 ........... . (--->) DIVERSION OR PUMP FLOW (<---) RETURN OF DIVERTED OR PUMPED FLOW (***> RUNOFF ALSO COMPUTED AT THIS LOCATION NDM 1988 \IOLF PEN CREEK WATERSHED MODEL ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC -1) * * U.S. ARMY CORPS OF ENGINEERS * * MAY 1991 * * HYDROLOGIC ENGINEERING CENTER * * VERSION 4 .0 .1E * * 609 SECOND STREET * * Lahey F77L·EM/32 version 5.01 * * DAVIS, CALIFORNIA 956 16 * * Dodson & Associates, Inc. * * (916) 551 -1748 * * RUN DATE 06/02/99 TIME 10:55:57 * * * ***************************************** *************************************** 6 IO lT HYDROLOGIC ANALYSIS OF WOLF PEN CREEK BASIN · COLLEGE STATION TX COLLEGE STATION STORMWATER MANAGEMENT PLAN 8709J107 (H1 .WOLX2-NEW ROUTING) PRESENT CONDITION ANA LYSIS · SPR I NG 1986 REV. FROM CARTER'S CR MODEL CC100C 25 YEAR, 24 HOUR STORM , HYPOTHETICAL AND TYPE II STORM DISTRIBUTIONS OUTPUT CONTROL IPRNT !PLOT QSCAL VARIABLES 5 0 0. HYDROGRAPH TIME DATA NMIN 5 16SEP86 0000 288 16SEP86 2355 19 !DATE !TIME NQ NDDATE NDTIME !CENT COMPUTATION INTERVAL TOTAL TIME BASE ENGL! SH UN !TS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE MINUTES IN COMPUTATION INTERVAL STARTING DATE STARTING TIME NUMBER OF HYDROGRAPH ORDINATES ENDING DATE ENDING TIME CENTURY MARK 0.08 HOURS 23.92 HOURS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW SQUARE MILES INCHES STORAGE VOLUME SURFACE AREA TEMPERATURE FEET CUBIC FEET PER SECOND ACRE-FEE T ACRES DEGREES FAHRENHEIT *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 24 KK 25 KO 26 BA 10 PH 27 LS ************** * * * WPN2 * * WOLF PEN CREEK BASIN II ************** OUTPUT CONTROL IPRNT !PLOT QSCAL VARIABLES SUBBASIN RUNO FF DATA 2 PRINT CONTROL 0 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE SUBBASIN CHARACTERISTICS TAREA 0.12 SUBBASIN AREA PRECIPITATION DATA DEPTHS FOR 1-PERCENT HYDR0 -35 ............... TP -40 5-MIN 15-M I N 60-M!N 2-HR 3-HR 6 -HR 0.87 1.95 4.26 5.70 6.30 7.80 STORM AREA = scs LOSS RA TE ST RTL 0.27 INITIAL ABSTRACTION HYPOTHETICAL STORM . .............. ........... TP-49 ...•....... 12-HR 24-HR 2-DAY 4-DAY 7-DAY 10-DAY 9.60 11.00 0.00 0.00 0.00 0.00 3.41 NDM 1988 WOLF PEN CREEK WATERSHED MOOEL CRVNBR 88 .00 CURVE NUMBER RTIMP 0.00 PERCENT IMPERVIOUS AREA 28 UD SCS DIMENSIONLESS UNITGRAPH TLAG 0.30 LAG *** UNIT HYDROGRAPH 20 END-OF -PERIOO ORDINATES 24. 76. 144. 168. 155. 121. 77. 51. 35. 23. 16. 11. 7. 5. 3. 2. 2. 1. 1. 0. *********************************************************************************************************************************** HYDROGRAPH AT STATION WPN2 *********************************************************************************************************************************** * DA MON HRMN ORD RAIN LOSS EXCESS COMP C * DA MON HRMN ORD RAIN LOSS EXCESS CC»IP C * 16 SEP 0000 1 0.00 0.00 0.00 0. * 16 SEP 1200 145 0.85 0.03 0.81 251. 16 SEP 0005 2 0 .01 0.01 0.00 0. * 16 SEP 1205 146 0.43 0.01 0.42 325. 16 SEP 0010 3 0.01 0.01 0.00 0. * 16 SEP 1210 147 0.37 0 .01 0.35 390. 16 SEP 0015 4 0.01 0.01 0.00 0. * 16 SEP 1215 148 0.23 0.01 0.22 415. 16 SEP 0020 5 0.01 0.01 0.00 0. * 16 SEP 1220 149 0.20 0.01 0.19 402. 16 SEP 0025 6 0.01 0.01 0.00 o. * 16 SEP 1225 150 0.18 0.00 0.17 361. 16 SEP 0030 7 0.01 0.01 0.00 0. * 16 SEP 1230 151 0. 15 0.00 0 .14 308. 16 SEP 0035 8 0.01 0.01 0.00 0. * 16 SEP 1235 152 0.13 0.00 0.13 262. 16 SEP 0040 9 0.01 0.01 0.00 0. * 16 SEP 1240 153 0.12 0.00 0.12 223. 16 SEP 0045 10 0.01 0.01 0.00 0. * 16 SEP 1245 154 0.12 0.00 0.11 192. 16 SEP 0050 11 0.01 0.01 0.00 0. * 16 SEP 1250 155 0. 11 0.00 0.11 167 . 16 SEP 0055 12 0.01 0.01 0.00 0. * 16 SEP 1255 156 0.10 0.00 0.10 147 . 16 SEP 0100 13 0.01 0.01 0.00 0. * 16 SEP 1300 157 0.06 0.00 0.06 131. 16 SEP 0105 14 0.01 0.01 0.00 0. * 16 SEP 1305 158 0.05 0.00 0.05 116. 16 SEP 0110 15 0.01 0.01 0.00 0. * 16 SEP 1310 159 0.05 0.00 0.05 101. 16 SEP 0115 16 0.01 0.01 0.00 0. * 16 SEP 1315 160 0.05 0.00 0 .05 87 . 16 SEP 0120 17 0.01 0 .01 0.00 0. * 16 SEP 1320 161 0.05 0.00 0.05 74 . 16 SEP 0125 18 0.01 0.01 0.00 0. * 16 SEP 1325 162 0.05 0.00 0.04 65 . 16 SEP 0130 19 0.01 0.01 0.00 0. * 16 SEP 1330 163 0.05 0.00 0.05 58. 16 SEP 0135 20 0.01 0.01 0.00 0. * 16 SEP 1335 164 0.05 0.00 0.05 53 . 16 SEP 0140 21 0.01 0.01 0.00 0. * 16 SEP 1340 165 0.05 0.00 0.05 50. 16 SEP 0145 22 0.01 0.01 0.00 0. * 16 SEP 1345 166 0.05 0.00 0.05 48. 16 SEP 0150 23 0.01 0.01 0.00 0. * 16 SEP 1350 167 0.05 0.00 0.05 47. 16 SEP 0155 24 0.01 0.01 0.00 o. * 16 SEP 1355 168 0.05 0.00 0.04 46. 16 SEP 0200 25 0.01 0.01 0.00 o. * 16 SEP 1400 169 0.04 0.00 0.04 45. 16 SEP 0205 26 0.01 0.01 0.00 0. * 16 SEP 1405 170 0.04 0.00 0 .04 44. 16 SEP 0210 27 0.01 0.01 0.00 0. * 16 SEP 1410 171 0.04 0.00 0.04 42. 16 SEP 0215 28 0.01 0.01 O.DO o. * 16 SEP 1415 172 0.04 0.00 0.04 41. 16 SEP 0220 29 0.01 0.01 0.00 0. * 16 SEP 1420 173 0.04 0.00 0.04 40. 16 SEP 0225 30 0.01 0.01 0.00 0. * 16 SEP 1425 174 0.04 0.00 0 .04 39. 16 SEP 0230 31 0.01 0.01 0.00 0. * 16 SEP 1430 175 0.04 0.00 0.04 38. 16 SEP 0235 32 0.01 0.01 0.00 o. 16 SEP 1435 176 0.04 0.00 0.04 37 . 16 SEP 0240 33 0.01 0.01 0.00 0. * 16 SEP 1440 177 0.04 0.00 0.04 36 . 16 SEP 0245 34 0 .01 0 .01 0.00 0. * 16 SEP 1445 178 0.04 0.00 0.03 35. 16 SEP 0250 35 0 .01 0 .01 0.00 0. 16 SEP 1450 179 0.03 0.00 0 .03 35. 16 SEP 0255 36 0.01 0 .01 0.00 0. * 16 SEP 1455 180 0.03 0.00 0.03 34. 16 SEP 0300 37 0.01 0 .01 0.00 0. * 16 SEP 1500 181 0.03 0.00 0.03 33. 16 SEP 0305 38 0.01 0.01 0.00 0. * 16 SEP 1505 182 0.03 0.00 0.03 32. 16 SEP 0310 39 0.01 0.01 0.00 0 . * 16 SEP 1510 183 0.03 0.00 0.03 31. 16 SEP 0315 40 0.01 0.01 0.00 0. * 16 SEP 1515 184 0.03 0.00 0.03 31. 16 SEP 0320 41 0.01 0 .01 0.00 0. * 16 SEP 1520 185 0.03 0.00 0.03 30. 16 SEP 0325 42 0.01 0 .01 0.00 0. * 16 SEP 1525 186 0.03 0.00 0 .03 29. 16 SEP 0330 43 0.01 0 .01 0.00 1. * 16 SEP 1530 187 0.03 0.00 0.03 29. 16 SEP 0335 44 0.01 0.01 0.00 1. * 16 SEP 1535 188 0.03 0.00 0.03 28. 16 SEP 0340 45 0.01 0.01 0.00 1. * 16 SEP 1540 189 0.03 0.00 0 .03 28. 16 SEP 0345 46 0.01 0.01 0.00 1. * 16 SEP 1545 190 0.03 0.00 0.03 27. 16 SEP 0350 47 0.01 0.01 0.00 1. * 16 SEP 1550 191 0.03 0.00 0.03 27 . 16 SEP 0355 48 0.0 1 0.01 0.00 1. * 16 SEP 1555 192 0.03 0.00 0.03 26. 16 SEP 0400 49 0.01 0 .01 0.00 1. * 16 SEP 1600 193 0.03 0.00 0.03 26. 16 SEP 0405 50 0.01 0 .01 0.00 1. * 16 SEP 1605 194 0.03 0.00 0.03 25. 16 SEP 0410 51 0.01 0 .01 0.00 2. * 16 SEP 1610 195 0.03 0.00 0 .03 25 . 16 SEP 0415 52 0.01 0.01 0.00 2. * 16 SEP 1615 196 0.03 0.00 0.03 25 . 16 SEP 0420 53 0.01 0 .01 0.00 2. 16 SEP 1620 197 0.03 0.00 0.02 24. 16 SEP 0425 54 0 .01 0.01 0.00 2. * 16 SEP 1625 198 0.02 0.00 0.02 24. 16 SEP 0430 55 0.01 0.01 0.00 2. * 16 SEP 1630 199 0.02 0.00 0.02 24 . 16 SEP 0435 56 0.01 0.01 0.00 2. * 16 SEP 1635 200 0.02 0.00 0.02 23 . - - -------------~-------. NDM 1988 WOLF PEN CREEK WATERSHED MODEL 16 SEP 0440 57 0.01 0.01 0 .00 2. * 16 SEP 1640 201 0.02 0.00 0 .02 23. 16 SEP 0445 58 0.01 0.01 0 .00 2. * 16 SEP 1645 202 0.02 0.00 0.02 23 . 16 SEP 0450 59 0.01 0.01 0.00 3. * 16 SEP 1650 203 0.02 0.00 0.02 22. 16 SEP 0455 60 0.01 0.01 0 .00 3. * 16 SEP 1655 204 0.02 0.00 0.02 22. 16 SEP 0500 61 0.01 0.01 0 .00 3. * 16 SEP 1700 205 0.02 0.00 0.02 22. 16 SEP 0505 62 0.01 0.01 0.00 3. * 16 SEP 1705 206 0.02 0.00 0.02 21. 16 SEP 0510 63 0.01 0 .01 0.00 3. * 16 SEP 1710 207 0.02 0.00 0.02 21. 16 SEP 0515 64 0.01 0.01 0.00 3. * 16 SEP 1715 208 0.02 0 .00 0.02 21. 16 SEP 0520 65 0.01 0.01 0.00 3. * 16 SEP 1720 209 0.02 0.00 0.02 21. 16 SEP 0525 66 0.01 0.01 0.00 3. * 16 SEP 1725 210 0.02 0.00 0.02 20. 16 SEP 0530 67 0.01 0.01 0 .00 4. * 16 SEP 1730 211 0.02 0.00 0.02 20. 16 SEP 0535 68 0.01 0.01 0.00 4. * 16 SEP 1735 212 0.02 0.00 0.02 20. 16 SEP 0540 69 0.01 0.01 0 .00 4. * 16 SEP 1740 213 0.02 0.00 0.02 20. 16 SEP 0545 70 0.01 0.01 0.01 4. * 16 SEP 1745 214 0.02 0.00 0.02 20. 16 SEP 0550 71 0.01 0.01 0.01 4. * 16 SEP 1750 215 0.02 0.00 0.02 19. 16 SEP 0555 72 0 .01 0.01 0.01 4. * 16 SEP 1755 216 0.02 0.00 0.02 19. 16 SEP 0600 73 0.02 0.01 0.01 5 . * 16 SEP 1800 217 0.01 0.00 0.01 19. 16 SEP 0605 74 0.02 0.01 0.01 5. * 16 SEP 1805 218 0.01 0.00 0.01 18. 16 SEP 0610 75 0.02 0.01 0.01 6. * 16 SEP 1810 219 0.01 0 .00 0.01 17. 16 SEP 0615 76 0.02 0 .01 0.01 6. * 16 SEP 1815 220 0.01 0.00 0.01 16. 16 SEP 0620 77 0.02 0.01 0.01 7. * 16 SEP 1820 221 0.01 0 .00 0.01 14. 16 SEP 0625 78 0.02 0.01 0 .0 1 8. * 16 SEP 1825 222 0 .01 0.00 0 .01 13. 16 SEP 0630 79 0.02 0.01 0.01 8. * 16 SEP 1830 223 0.01 0.00 0 .01 13. 16 SEP 0635 80 0 .02 0.01 0.01 8. * 16 SEP 1835 224 0 .01 0.00 0.01 12. 16 SEP 0640 81 0 .02 0.01 0.01 9. * 16 SEP 1840 225 0 .01 0.00 0.01 12. 16 SEP 0645 82 0 .02 0 .01 0.01 9. * 16 SEP 1845 226 0.01 0.00 0.01 12. 16 SEP 0650 83 0 .02 0.01 0.01 10 . * 16 SEP 1850 227 0.01 0.00 0.01 11. 16 SEP 0655 84 0 .02 0.01 0.01 10. * 16 SEP 1855 228 0.01 0.00 0.01 11. 16 SEP 0700 85 0.02 0.01 0 .01 10. * 16 SEP 1900 229 0.01 0.00 0.01 11. 16 SEP 0705 86 0.02 0.01 0.01 11 . * 16 SEP 1905 230 0.01 0.00 0.01 11. 16 SEP 07 10 87 0.02 0.01 0 .01 11. * 16 SEP 1910 231 0.01 0 .00 0.01 11. 16 SEP 0715 88 0.02 0.01 0.01 11. * 16 SEP 1915 232 0.01 0 .00 0.01 11. 16 SEP 0720 89 0.02 0.01 0.01 12. * 16 SEP 1920 233 0.01 0.00 0.01 11. 16 SEP 0725 90 0.02 0.01 0.01 12. * 16 SEP 1925 234 0.01 0.00 0.01 10. 16 SEP 0730 91 0.02 0.01 0.02 12. * 16 SEP 1930 235 0.01 0.00 0.01 10. 16 SEP 0735 92 0.02 0.01 0.02 13. * 16 SEP 1935 236 0.01 0.00 0.01 10. 16 SEP 0740 93 0.03 0.01 0.02 13. * 16 SEP 1940 237 0.01 0.00 0.01 10. 16 SEP 0745 94 0.03 0.01 0.02 13. * 16 SEP 1945 238 0.01 0.00 0.01 10. 16 SEP 0750 95 0.03 0.01 0.02 14. * 16 SEP 1950 239 0 .01 0.00 0.01 10. 16 SEP 0755 96 0.03 0.01 0.02 14 . * 16 SEP 1955 240 0.01 0.00 0.01 10. 16 SEP 0800 97 0.03 0.01 0.02 15. * 16 SEP 2000 241 0.01 0.00 0.01 10. 16 SEP 0805 98 0.03 0.01 0.02 15. * 16 SEP 2005 242 0.01 0.00 0.01 10. 16 SEP 0810 99 0.03 0.01 0.02 15. * 16 SEP 2010 243 0.01 0.00 0.01 10. 16 SEP 0815 100 0.03 0.01 0.02 16 . * 16 SEP 2015 244 0.01 0.00 0.01 10 . 16 SEP 0820 101 0.03 0.01 0.02 16. * 16 SEP 2020 245 0.01 0.00 0.01 10. 16 SE P 0825 102 0.03 0.01 0.02 17. * 16 SEP 2025 246 0 .01 0.00 0.01 9. 16 SEP 0830 103 0.03 0.01 0.02 17. * 16 SEP 2030 247 0.01 0 .00 0.01 9. 16 SEP 0835 104 0.03 0.01 0.02 18. * 16 SEP 2035 248 0.01 0.00 0.01 9. 16 SEP 0840 105 0.03 0.01 0.02 18 . * 16 SEP 2040 249 0 .01 0 .00 0.01 9. 16 SEP 0845 106 0.03 0.01 0.02 19 . * 16 SEP 2045 250 0 .01 0.00 0.01 9. 16 SEP 0850 107 0.03 0.01 0.02 19 . * 16 SEP 2050 251 0 .01 0.00 0.01 9. 16 SEP 0855 108 0.03 0 .0 1 0.02 20. * 16 SEP 2055 252 0.01 0.00 0.01 9. 16 SEP 0900 109 0.03 0.01 0.03 20. * 16 SEP 2100 253 0 .01 0.00 0.01 9. 16 SEP 0905 110 0.03 0 .01 0.03 21. * 16 SEP 2105 254 0.01 0.00 0.01 9. 16 SEP 0910 111 0.04 0 .01 0.03 21. * 16 SEP 2110 255 0.01 0.00 0.01 9. 16 SEP 0915 112 0.04 0.01 0.03 22. * 16 SEP 2115 256 0 .01 0.00 0.01 9. 16 SEP 0920 113 0.04 0.01 0.03 23. * 16 SEP 2120 257 0.01 0.00 0.01 9. 16 SEP 0925 114 0.04 0.01 0.03 24. * 16 SEP 2125 258 0.01 0.00 0.01 9. 16 SEP 0930 115 0.04 0.01 0.03 24. * 16 SEP 2130 259 0.01 0.00 0.01 9. 16 SEP 0935 116 0.04 0.01 0.03 25 . * 16 SEP 2135 260 0.01 0.00 0 .01 8 . 16 SEP 0940 117 0.04 0.01 0.03 26. * 16 SEP 2140 261 0.01 0.00 0.01 8 . 16 SEP 0945 118 0.04 0.01 0.03 27. * 16 SEP 2145 262 0.01 0.00 0.01 8 . 16 SEP 0950 119 0.04 0.01 0.03 27. * 16 SEP 2150 263 0.01 0.00 0.01 8. 16 SEP 0955 120 0 .04 0.01 0.04 28. * 16 SEP 2155 264 0.01 0.00 0.01 8 . 16 SEP 1000 12 1 0.04 0.01 0.04 29. * 16 SEP 2200 265 0.01 0.00 0.01 8. 16 SEP 1005 122 0.05 0.01 0 .04 30 . * 16 SEP 2205 266 0.01 0.00 0 .0 1 8 . 16 SEP 1010 123 0 .05 0.01 0.04 31. * 16 SEP 2210 267 0.01 0.00 0.01 8. 16 SEP 1015 124 0.05 0.01 0.04 32. * 16 SEP 2215 268 0.01 0.00 0.01 8 . 16 SEP 1020 125 0.05 0.01 0.04 33. * 16 SEP 2220 269 0.01 0.00 0.01 8 . 16 SEP 1025 126 0.05 0.01 0 .04 35. * 16 SEP 2225 270 0.01 0.00 0.01 8. 16 SEP 1030 127 0.04 0.01 0 .04 36. * 16 SEP 2230 271 0.01 0.00 0.01 8 . 16 SEP 1035 128 0.05 0.01 0 .04 36 . * 16 SEP 2235 272 0.01 0.00 0 .01 8. 16 SEP 1040 129 0.05 0.01 0 .04 37 . * 16 SEP 2240 273 0.01 0 .00 0 .01 8. 16 SEP 1045 130 0.05 0.01 0 .04 37. * 16 SEP 22 45 274 0.01 0.00 0.01 8. 16 SEP 1050 13 1 0 .05 0.01 0 .05 37 . * 16 SEP 2250 275 0.01 0.00 0.01 8. 16 SEP 1055 132 0.06 0.01 0 .05 38. * 16 SEP 2255 276 0.0 1 0.00 0.01 8. 16 SEP 1100 133 0.1 0 0.01 0 .09 40. * 16 SEP 2300 277 0.01 0.00 0.01 8 . NDM 1988 WOLF PEN CREEK WATERSHED MODEL 16 SEP 1105 134 0.11 0.01 0.09 45. * 16 SEP 2305 278 0.01 0.00 0.01 8. 16 SEP 1110 135 0.11 0.01 0.10 52. * 16 SEP 2310 279 0.01 0.00 0.01 7. 16 SEP 1115 136 0.12 0.01 0. 11 61. * 16 SEP 2315 280 0.01 0.00 0.01 7 . 16 SEP 1120 137 0.13 0.01 0 .12 70. * 16 SEP 2320 281 0.01 0.00 0.01 7. 16 SEP 1125 138 0.14 0.01 0.13 79. * 16 SEP 2325 282 0.01 0.00 0.01 7. 16 SEP 1130 139 0 .17 0.02 0. 15 88. * 16 SEP 2330 283 0.01 0.00 0 .01 7. 16 SEP 1135 140 0.19 0.02 0.17 98. * 16 SEP 2335 284 0.01 0.00 0.01 7. 16 SEP 1140 14 1 0.21 0.02 0.20 111. * 16 SEP 2340 285 0.01 0.00 0.01 7. 16 SEP 1145 142 0.34 0 .02 0.32 127. * 16 SEP 2345 286 0.01 0.00 0.01 7. 16 SEP 1150 143 0.40 0.02 0.37 152. * 16 SEP 2350 287 0.01 0.00 0 .01 7. 16 SEP 1155 144 0.62 0.03 0.59 191 . * 16 SEP 2355 288 0.01 0.00 0.01 7. * *********************************************************************************************************************************** TOTAL RAINFALL = 10.94, TOTAL LOSS = PEAK FLOW CCFS) 415. TIME (HR) 12.25 (CFS) (INCHES) (AC· FT) 6·HR 93. 7.236 46. CUMULATIVE AREA = 1.48, TOTAL EXCESS= MAXIMUM AVERAGE FLOW 24·HR 72-HR 30. 30. 9.425 9.425 60. 60. 0.12 SQ Ml 9.46 23 .92 -HR 30 . 9.425 60 . *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** • * 29 KK • 41 * COMB ROUTED HYDRO AND \.JPN II • * ************** 30 KO OUTPUT CONTROL VARIABLES IPRNT 2 PRINT CONTROL !PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 31 HC HYDROGRAPH COMBINATION !COMP 2 NUMBER OF HYDROGRAPHS TO COMBINE *** *********************************************************************************************************************************** HYDROGRAPH AT STATION 41 SUM OF 2 HYDROGRAPHS *********************************************************************************************************************************** • • * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW • DA MON HRMN ORD FLOW * • • 16 SEP 0000 1 0. * 16 SEP 0600 73 40. * 16 SEP 1200 145 1873. * 16 SEP 1800 217 248. 16 SEP 0005 2 0. * 16 SEP 0605 74 42. * 16 SEP 12 05 146 2353. * 16 SEP 1805 218 244 . 16 SEP 0010 3 0. * 16 SEP 0610 75 46. * 16 SEP 1210 147 2891. * 16 SEP 1810 219 238. 16 SEP 0015 4 0. * 16 SEP 0615 76 50. * 16 SEP 1215 148 3446. • 16 SEP 1815 220 230 . 16 SEP 0020 5 o. • 16 SEP 0620 77 54 . • 16 SEP 1220 149 3829. * 16 SEP 1820 221 221. 16 SEP 0025 6 0. * 16 SEP 0625 78 59. * 16 SEP 1225 150 3968. * 16 SEP 1825 222 211. 16 SEP 0030 7 0. * 16 SEP 0630 79 64. • 16 SEP 1230 151 3954. * 16 SEP 1830 223 202. 16 SEP 0035 8 0 . * 16 SEP 0635 80 70. * 16 SEP 1235 152 3831. * 16 SEP 1835 224 192. 16 SEP 0040 9 0. * 16 SEP 0640 81 75. * 16 SEP 1240 153 3618. * 16 SEP 1840 225 184 . 16 SEP 0045 10 0. * 16 SEP 0645 82 80. * 16 SEP 1245 154 3330. * 16 SEP 1845 226 176 . 16 SEP 0050 11 0. • 16 SEP 0650 83 85. * 16 SEP 1250 155 3004. * 16 SEP 1850 227 169. 16 SEP 0055 12 0. * 16 SEP 0655 84 90. • 16 SEP 1255 156 2728. * 16 SEP 1855 228 163. 16 SEP 0100 13 0. * 16 SEP 0700 85 95. * 16 SEP 13 00 157 2490. * 16 SEP 1900 229 158 . 16 SEP 0105 14 0. • 16 SEP 0705 86 100 . * 16 SEP 13 05 158 2251. * 16 SEP 1905 230 154. 16 SEP 0110 15 0 . * 16 SEP 0710 87 104. * 16 SEP 1310 159 2018 . * 16 SEP 1910 231 150. 16 SEP 0115 16 0. * 16 SEP 0715 88 109 . * 16 SEP 1315 160 1798. * 16 SEP 1915 232 146. 16 SEP 0120 17 0. * 16 SEP 0720 89 113. • 16 SEP 1320 161 1595. * 16 SEP 1920 233 143. 16 SEP 0125 18 0. * 16 SEP 0725 90 118. * 16 SEP 1325 162 1412. * 16 SEP 1925 234 141. 16 SEP 0130 19 0. • 16 SEP 0730 91 122 . * 16 SEP 1330 163 1252. * 16 SEP 1930 235 139 . 16 SEP 0135 20 0 . • 16 SEP 0735 92 126 . • 16 SEP 1335 164 1115. * 16 SEP 1935 236 137 . 16 SEP 0140 21 0. * 16 SEP 0740 93 131. • 16 SEP 13 40 165 1001. * 16 SEP 1940 237 135. 16 SEP 0145 22 0. * 16 SEP 0745 94 135 . • 16 SEP 1345 166 907. * 16 SEP 1945 238 133. NOH 1988 WOLF PEN CREEK WATERS HED MODEL 16 SEP 0150 23 0. • 16 SEP 0750 95 140. * 16 SEP 1350 167 832. * 16 SEP 1950 239 131. 16 SEP 0155 24 0. * 16 SEP 0755 96 144. * 16 SEP 1355 168 777. * 16 SEP 1955 240 130. 16 SEP 0200 25 0. * 16 SEP 0800 97 149. * 16 SEP 1400 169 738. * 16 SEP 2000 241 129. 16 SEP 0205 26 0. • 16 SEP 0805 98 153. * 16 SEP 1405 170 702. * 16 SEP 2005 242 127 . 16 SEP 0210 27 o. * 16 SEP 0810 99 158. * 16 SEP 1410 171 669. * 16 SEP 2010 243 126. 16 SEP 0215 28 0. * 16 SEP 0815 100 163. * 16 SEP 1415 172 639. * 16 SEP 2015 244 125. 16 SEP 0220 29 0. * 16 SEP 0820 101 168. * 16 SEP 1420 173 612. * 16 SEP 2020 245 124 . 16 SEP 0225 30 0. * 16 SEP 0825 102 173. * 16 SEP 1425 174 587. * 16 SEP 2025 246 122. 16 SEP 0230 31 0. * 16 SEP 0830 103 178. * 16 SEP 1430 175 564. * 16 SEP 2030 247 121. 16 SEP 0235 32 0. * 16 SEP 0835 104 183 . * 16 SEP 1435 176 543. * 16 SEP 2035 248 120 . 16 SEP 0240 33 0. * 16 SEP 0840 105 188 . * 16 SEP 1440 177 524. * 16 SEP 2040 249 119 . 16 SEP 0245 34 0. * 16 SEP 0845 106 194. * 16 SEP 1445 178 507. * 16 SEP 2045 250 118. 16 SEP 0250 35 0. * 16 SEP 0850 107 199. * 16 SEP 1450 179 491. * 16 SEP 2050 251 117. 16 SEP 0255 36 0. * 16 SEP 0855 108 205. * 16 SEP 1455 180 476. * 16 SEP 2055 252 116. 16 SEP 0300 37 o. * 16 SEP 0900 109 211 . * 16 SEP 1500 181 463 . * 16 SEP 2100 253 115. 16 SEP 0305 38 0. * 16 SEP 0905 110 217. * 16 SEP 1505 182 451. * 16 SEP 2105 254 114. 16 SEP 0310 39 0 . * 16 SEP 0910 111 224. * 16 SEP 1510 183 439. * 16 SEP 2110 255 114 . 16 SEP 0315 40 0. * 16 SEP 0915 112 231. * 16 SEP 1515 184 427. * 16 SEP 2115 256 113. 16 SEP 0320 41 1. * 16 SEP 0920 113 238. * 16 SEP 1520 185 417. * 16 SEP 2120 257 112 . 16 SEP 0325 42 1. * 16 SEP 0925 114 246. * 16 SEP 1525 186 406. * 16 SEP 2125 258 111. 16 SEP 0330 43 1. * 16 SEP 0930 115 254. * 16 SEP 1530 187 396. * 16 SEP 2130 259 110. 16 SEP 0335 44 2 . * 16 SEP 0935 116 262. * 16 SEP 1535 188 387. * 16 SEP 2135 260 109. 16 SEP 0340 45 2. * 16 SEP 0940 117 270. * 16 SEP 1540 189 378. * 16 SEP 2140 261 108 . 16 SEP 0345 46 3 . * 16 SEP 0945 118 279 . * 16 SEP 1545 190 370. * 16 SEP 2145 262 108. 16 SEP 0350 47 4. * 16 SEP 0950 119 288. * 16 SEP 1550 191 363. * 16 SEP 2150 263 107. 16 SEP 0355 48 4. * 16 SEP 0955 120 298. * 16 SEP 1555 192 355. * 16 SEP 2155 264 106 . 16 SEP 0400 49 5. * 16 SEP 1000 121 307. * 16 SEP 1600 193 348. * 16 SEP 2200 265 105. 16 SEP 0405 50 6. * 16 SEP 1005 122 318. * 16 SEP 1605 194 342. * 16 SEP 2205 266 105 . 16 SEP 0410 51 7. * 16 SEP 1010 123 328. * 16 SEP 1610 195 336. * 16 SEP 2210 267 104. 16 SEP 0415 52 9 . * 16 SEP 1015 124 339. * 16 SEP 1615 196 330. * 16 SEP 2215 268 103. 16 SEP 0420 53 10. * 16 SEP 1020 125 35 1 . * 16 SEP 1620 197 324. * 16 SEP 2220 269 102. 16 SEP 0425 54 11 . * 16 SEP 1025 126 364. * 16 SEP 1625 198 319. * 16 SEP 2225 270 102. 16 SEP 0430 55 12. * 16 SEP 1030 127 376. * 16 SEP 1630 199 314. * 16 SEP 2230 271 101. 16 SEP 0435 56 14. * 16 SEP 1035 128 388. * 16 SEP 1635 200 309. * 16 SEP 2235 272 100. 16 SEP 0440 57 15. * 16 SEP 1040 129 399. * 16 SEP 1640 201 305. * 16 SEP 2240 273 100. 16 SEP 0445 58 16 . * 16 SEP 1045 130 408 . * 16 SEP 1645 202 300. * 16 SEP 2245 274 99. 16 SEP 0450 59 18. * 16 SEP 1050 131 416. * 16 SEP 1650 203 296. * 16 SEP 2250 275 98. 16 SEP 0455 60 19. * 16 SEP 1055 132 425. * 16 SEP 1655 204 292. * 16 SEP 2255 276 98. 16 SEP 0500 61 21. * 16 SEP 1100 133 437. * 16 SEP 1700 205 288. * 16 SEP 2300 277 97. 16 SEP 0505 62 22 . * 16 SEP 1105 134 457. * 16 SEP 1705 206 284. * 16 SEP 2305 278 96. 16 SEP 0510 63 24 . * 16 SEP 1110 135 489. * 16 SEP 1710 207 280 . * 16 SEP 2310 279 96. 16 SEP 0515 64 25 . * 16 SEP 1115 136 536. * 16 SEP 17 15 208 276. * 16 SEP 2315 280 95. 16 SEP 0520 65 27 . * 16 SEP 1120 137 594. * 16 SEP 1720 209 273 . * 16 SEP 2320 281 95. 16 SEP 0525 66 28 . * 16 SEP 1125 138 662. * 16 SEP 1725 210 269. * 16 SEP 2325 282 94. 16 SEP 0530 67 30 . * 16 SEP 1130 139 739. * 16 SEP 1730 21 1 266 . * 16 SEP 2330 283 93. 16 SEP 0535 68 32 . * 16 SEP 1135 140 826. * 16 SEP 1735 212 263. * 16 SEP 2335 284 93. 16 SEP 0540 69 33 . * 16 SEP 1140 141 948. * 16 SEP 1740 213 260 . * 16 SEP 2340 285 92 . 16 SEP 05 45 70 35 . * 16 SEP 1145 142 1095. * 16 SEP 1745 214 257. * 16 SEP 2345 286 92. 16 SEP 0550 71 36 . * 16 SEP 1150 143 1274. * 16 SEP 1750 215 254 . * 16 SEP 2350 287 91. 16 SEP 0555 72 38 . * 16 SEP 1155 144 1519 . * 16 SEP 1755 216 251. * 16 SEP 2355 288 91. * * * *********************************************************************************************************************************** PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24 -HR 72 -HR 23.92 -HR 3968. 12.42 (CFS) 1142. 370. 370. 370. (INCHES) 7 .113 9 . 194 9. 194 9.194 (AC -FT) 566 . 732. 732. 732. CUMULATIVE AREA = 1 .49 SQ Ml NDM 1988 WOLF PEN CREEK WATERSHED MODEL RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6 -HOUR 24 -HOUR 72 -HOUR AREA STAGE MAX STAGE HYDROGRAPH AT WPNI 1536. 12.25 324. 105. 105. 0.42 HYDROGRAPH AT WPCI 2631 . 12.50 727. 235. 235. 0.95 2 COMBINED AT 40 3854 . 12.33 1051. 341. 341. 1.37 ROUTED TO RT41 3646. 12 .50 1050 . 340. 340. 1 .37 283.53 12.50 HYDROGRAPH AT WPN2 415. 12 .25 93. 30. 30. 0. 12 2 COMBINED AT 41 3968. 12.42 1142. 370 . 370. 1.49 HYDROGRAPH AT WPBI 785. 12.25 166. 54 . 54. 0.21 2 COMBINED AT 42 4563. 12.42 1308. 425. 425. 1. 71 ROUTED TO RT43 4259. 12.58 1306. 423. 423. 1. 71 273.20 12.58 HYDROGRAPH AT WPN3 431. 12. 17 83. 26. 26 . o. 12 2 COMBINED AT 43 4443 . 12.58 1388. 450. 450. 1.82 HYDROGRAPH AT WPAI 1357. 12.50 376. 122. 122. 0.49 2 COMBINED AT 44 5762. 12 .50 1763. 572 . 572. 2 .31 ROUTED TO RT45 4467 . 13 .58 1762. 568. 568. 2.31 262.87 13 .58 HYDROGRAPH AT WPN4 1362. 12.92 506. 164. 164. 0.67 2 COMBINED AT 45 5515. 13 .08 2268. 732 . 732. 2.98 ROUTED TO RT46 5421. 13.67 2265. 728 . 728 . 2.98 247.35 13 .67 HYDROGRAPH AT WPNV 1177. 12.33 294. 93. 93. 0.43 2 COMBINED AT 46 5644. 13.58 2555. 820. 820. 3.41 *** NORMAL END OF HEC -1 *** ***************************************** *************************************** * * * * * FLOOO HYDROGRAPH PACKAGE (HEC -1) * * U.S. ARMY CORPS OF ENGINEERS * * MAY 1991 * * HYDROLOGIC ENGINEERING CENTER * * VERSION 4.0.1E * * 609 SECOND STREET * * Lahey F77L-EM/32 version 5.01 * * DAVIS, CALIFORNIA 95616 * * Dodson & Associates, Inc . * * (916) 551 -1748 * * RUN DATE 06/02/99 TIME 11:03:22 * * * ***************************************** *************************************** x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx TH IS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC -1 KNO\IN AS HEC1 (JAN 73), HEC1GS , HEC1DB, AND HEC1KW . THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973 -STYL E I NPUT STRUCTURE . THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81 . THIS IS THE FORTRAN?? VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CA LCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM ~------------ LINE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 KIMLEY-HORN PRE-DEVELOPMENT MODEL HEC-1 INPUT ID ... ___ . 1 ..... _ .2 .•..... 3 ....... 4 ....... 5 ....... 6 ....... 7 .....•. 8 .....•• 9 .•..•. 10 HYDROLOGIC ANALYSIS OF WOLF PEN CREEK BASIN -CO LLEGE STATION TX ID ID ID ID COLLEGE STATION STORMWATER MANAGEMENT PLAN 8709J107 CH1.WOLX2-NEW ROUTING) PRESENT CONDITION ANALYSIS -SPRING 1986 REV. FROM CARTER'S CR MODEL CC100C 25 YEAR, 24 HOUR STORM, HYPOTHETICAL AND TYPE II STORM DISTRIBUTIONS * • =========================================== * KIMLEY-HORN MODIFIED MODEL * 063006 .27 MAY 1999 DFG H1PREDEV.DAT * =========================================== * * =========================================== * CURVE NUMBERS MODIFIED TO REFLECT PRESENT CONDITIONS * * MODEL DEVELOPED AS PART OF DETENTION STUDY FOR WOLF PEN PLAZA * * PRE-DEVELOPMENT MODEL * =========================================== * *DIAGRAM IT 5 16SEP86 IO 5 0 0000 0 288 WPNI WOLF PEN CREEK BASIN I KK KM BA BEGIN HYDROLOGIC ANALYSIS OF WOLF PEN CREEK -A TRIB. TO CARTER'S CREEK .420 * =========================================== * HYPOTHETICAL STORM DISTRIBUTION USED FOR KIMLEY -HORN ANALYSIS * =========================================== * 2-YEAR EVENT * 50. 3.41 .53 1 .15 2.2 2.6 2.75 3.3 3 .8 4.5 * 10 -Y EAR EVENT * 10. 3 .41 .65 1 .45 3.00 3.8 4.3 5.2 6.25 7.5 * 25 -YEAR EVENT * 4. 3.41 .74 1 .64 3.49 4.6 5.05 6.25 7.5 8. 75 * 50 -YEAR EVENT * 2. 3.41 .8 1.8 3.88 5. 1 5.65 6.9 8.5 9. 75 * 100-YEAR EVENT PH 1. 3.41 .87 1.95 4.26 5.7 6.3 7.8 9.6 11.0 * 500-YEAR EVENT * .2 3.41 1.05 2 .22 5 .12 6 .95 7.8 9.5 12. 13.5 LS 90 .2 UD .25 KK \JPCI WOLF PEN CREEK TRIB C BASIN [ BA .954 LS 89.2 UD .50 KK 40 COMBINE WPNI AND WPCI HC 2 PAGE 1 '---·---------------------------------------------------------' KIMLEY -HORN PRE -DEVELOPMENT MOOEL HEC-1 INPUT PAGE 2 LINE ID ...•..• 1 •...... 2 ....... 3 .....•. 4 ....... 5 ....... 6 ....... 7 ....•.. 8 .....•. 9 ...... 10 19 KK RT41 ROUTE COMB HYDRO TO COMP PT 41 20 RS 1 FLOW 0. 21 sa 0. 750. 2236. 2712. 3050 . 3454. 5250. 22 SV 0. 13. 31. 37. 40. 44. 65 . 23 SE 271. 279.8 282.3 282.8 283.1 283.4 284.6 24 KK WPN2 \.IOL F PEN CREEK BASIN II 25 KO 2 26 BA .119 27 LS 89.0 28 UD .30 29 KK 41 COMB ROU TED HYDRO AND WPN II 30 KO 2 31 HC 2 32 KK WPBI WOLF PEN CREEK TRIB B BASIN I 33 BA .213 34 LS 92.4 35 UD .25 36 KK 42 COMB 41 AND WPBI 37 HC 2 38 KK RT43 ROUTE COMB HYDRO TO COMP PT 43 39 RS 1 FLOW 0. 40 SQ 0. 1150. 3402. 4134. 4651. 5262. 7900. 41 sv 0. 29. 63. 73 . 79 . 87. 116 . 42 SE 263.1 269.8 272.4 273 .1 273.5 273 .9 275.5 43 KK WPN3 llOLF PEN CRE EK BASIN Il l 44 BA .116 45 LS 89.6 46 uo .20 47 KK 43 COMBINE RT43 AND WPN Ill 48 HC 2 49 KK \./PAI WOLF PEN CREEK TRIB A BASIN so BA .488 51 LS 89.7 52 UD .50 53 KK 44 COMBINE 43 AND \./PAI 54 HC 2 55 KK RT45 ROUTE COMB HYDRO TO COMP PT 45 56 RS 5 FLOW 0. 57 sa o. 1440. 4201. 5137. 5802. 6592 . 8800. 58 sv 0. 67. 217. 338 . 368. 398. 49 1 . 59 SE 245.9 254.1 261.9 265.3 265 .8 266.2 267.1 LINE 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 KIMLEY-HORN PRE-DEVELOPMENT MODEL HEC-1 INPUT ID .•..... 1 ......• 2 .•..••• 3 .•.••.. 4 •...... 5 ....... 6 .•..... 7 ....... 8 ....... 9 •••... 10 KK BA LS UD KK HC KK RS SQ sv SE KK BA LS UD KK KM KO HC zz WPN4 WOLF PEN CREEK BASIN IV .667 90.2 .90 45 COMB RT45 AND WPN 4 2 RT46 ROUTE COMB HYDRO TO COMP PT 46 3 FLO\ol 0. 0. 1500. 4294. 5294. 0. 65. 140. 171. 235. 244.6 246.8 247.3 WPNV IJOLF PEN CREEK BASIN V .43 85.7 .4 46 COMBINE RT46 AND WPNV 5996. 189 . 247.6 6867. 8200. 210 . 244. 247.9 248.4 ** END COMPUTATIONS FOR WOLF PEN CREEK , ADD TO CARTER CREEK COMP PT 18 ** 1 21 2 PAGE 3 KIMLEY -HORN PRE -DEVELOPMENT MODEL ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC -1) * * U.S. ARMY CORPS OF ENGINEERS * * MAY 1991 * * HYDROLOGIC ENGINEERING CENTER * * VERSION 4.0.1E * * 609 SECOND STREET * * Lahey F77L-EM/32 version 5 .01 * * DAVIS, CALIFORNIA 95616 * * Dodson & Associates, Inc. * • (916) 551-1748 * * RUN DATE 06/02/99 TIME 11:03:22 * * * ***************************************** *************************************** 6 IO IT HYDROLOGIC ANALYSIS OF IJOLF PEN CREEK BASIN -COLLEGE STATION TX COLLEGE STATION STORMWATER MANAGEMENT PLAN 8709J107 (H1 .WOLX2-NEW ROUTING) PRESENT CONDITION ANALYSIS -SPRING 1986 REV. FROM CARTER'S CR MODEL CC100C 25 YEAR, 24 HOUR STORM, HYPOTHETICAL AND TYPE II STORM DISTRIBUTIONS OUTPUT CONTROL IPRNT !PLOT QSCAL VARIABLES 5 0 0. HYDROGRAPH TIME DATA NMIN 5 !DATE 16SEP86 !TIME 0000 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE MINUTES IN CC*IPUTATION STARTING DATE STARTING TIME INTERVAL NQ 288 NUMBER OF HYDROGRAPH ORDINATES NDDATE 16SEP86 ENDING DATE NDTIME 2355 ENDING TIME !CENT 19 CENTURY MARK COMPUTATION INTERVAL TOTAL TI ME BASE D.08 HOURS 23.92 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW STORAGE VOLUME SURFACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE -FEET ACRES DEGREES FAHRENHEIT *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 24 KK 25 KO 26 BA 10 PH 27 LS ************** * * * WPN2 * * ************** OUTPUT CONTROL !PRNT !PLOT OS CAL SUBBAS!N RUNOFF WOLF PEN CREEK BASIN II VARIABLES 2 PRINT CONTROL 0 PLO T CONTROL 0. HYDROGRAPH PLOT SCALE DATA SUBBAS!N CHARACTERISTICS TAREA 0. 12 SUBBASIN AREA PRECIPITATION DATA DEPTHS FOR 1-PERCENT HYDR0 -35 .................. TP-40 5 -M!N 15-MIN 60 -MIN 2-HR 3 -HR 6-HR 0.87 , .95 4.26 5.70 6.30 7.80 STORM AREA = scs LOSS RATE ST RTL 0 .25 IN I TIAL ABSTRACTION HYPOTHETICAL STORM ········-······ ........... TP -49 .......... . 12-HR 24 -HR 2-DAY 4-DAY 7-D AY 10 -DAY 9.60 11.00 0.00 0.00 0 .00 0.00 3.41 KI MLEY-HO RN PRE-DEVE LO PMENT MODEL CRV NBR 89.00 CURVE NUMBER RTI MP 0.00 PERCENT IMPERVIOUS AREA 28 uo SCS DIMENSIONLESS UNITGRAPH TL AG 0.30 LAG *** UNIT HYOROGRAPH 20 END-OF-PERIOD ORDIN ATES 24. 76 . 144. 168. 155. 121. 77. 51. 35 . 23 . 16. 11. 7. 5. 3 . 2. 2. 1. 1. 0. *********************************************************************************************************************************** HYDROGRAPH AT STATION llPN2 *********************************************************************************************************************************** * DA MON HRMN ORD RAIN LOSS EXCE SS COMP Q * DA MO N HRMN ORD RAIN LOSS EXCESS COMP Q * 16 SEP 0000 1 0.00 O.DO 0.00 0. * 16 SEP 1200 145 0.85 0.03 0.82 254. 16 SEP 0005 2 0.01 0.D1 0 .00 0. * 16 SEP 1205 146 0.43 0.01 0.42 328. 16 SEP 0010 3 0 .01 0.01 0.00 0 . * 16 SEP 121 0 147 0.37 0.01 0 .36 393. 16 SEP 0015 4 0.01 0.01 0.00 0. * 16 SEP 1215 148 0.23 0.01 0.22 418. 16 SEP 0020 5 0.01 0.01 0.00 o. * 16 SEP 122 0 149 0.20 0.00 0.19 405. 16 SEP 0025 6 0 .01 0.01 0 .00 0. * 16 SEP 1225 15 0 0.18 0 .00 0.17 363. 16 SEP 0030 7 0.01 0.01 0.00 0. * 16 SEP 123 0 151 0.15 0.00 0 .14 310. 16 SEP 0035 8 0 .01 0 .01 0.00 0. * 16 SEP 1235 152 0 .13 0.00 0.13 264. 16 SEP 0040 9 0.01 0.01 0.00 0 . * 16 SEP 1240 153 0 . 12 0.00 0.12 224. 16 SEP 0045 10 0 .01 0.01 0.00 0 . * 16 SEP 1245 154 0.12 0.00 0.11 193. 16 SEP 0050 11 0.01 0.01 0 .00 0. * 16 SEP 1250 155 0.11 0 .00 0. 11 168. 16 SEP 0055 12 0.01 0.01 0.00 0 . * 16 SEP 1255 156 0.10 0.00 0.10 148 . 16 SEP 0100 13 0.01 0.01 0.00 0. * 16 SEP 130 0 157 0.06 0 .00 0.06 132. 16 SEP 0105 14 0.01 0.01 0 .00 0. * 16 SEP 13 05 158 0 .05 0.00 0.05 117. 16 SEP 0110 15 0.01 0 .01 0.00 o. * 16 SEP 131 0 159 0 .05 0 .00 0.05 101. 16 SEP 0115 16 0.01 0 .01 0.00 o. * 16 SEP 1315 160 0.05 0.00 0.05 87. 16 SEP 0120 17 0 .01 0 .01 0.00 0. * 16 SEP 132 0 161 0 .05 0.00 0.05 75 . 16 SEP 0125 18 0 .01 0.01 0.00 0. * 16 SEP 1325 162 0 .05 0.00 0.04 65. 16 SEP 0130 19 0.01 0.01 0 .00 0. * 16 SEP 133 0 163 0.05 0.00 0.05 58. 16 SEP 0135 20 0.01 0.01 0 .00 0. * 16 SEP 1335 164 0 .05 0.00 0.05 53. 16 SEP 0140 21 0.01 0.01 0.00 0 . * 16 SEP 134 0 165 0 .05 0.00 0.05 50 . 16 SEP 0145 22 0.01 0.01 0.00 0 . * 16 SEP 1345 166 0.05 0.00 0.05 49. 16 SEP 0150 23 0.01 0.01 0.00 0 . * 16 SEP 1350 167 0.05 0.00 0.05 47. 16 SEP 0155 24 0.01 0.01 0.00 0 . * 16 SEP 1355 168 0 .05 0.00 0.04 46. 16 SEP 0200 25 0 .01 0 .01 0.00 0 . * 16 SEP 140 0 169 0.04 0.00 0.04 45. 16 SEP 0205 26 0.01 0.0 1 0.00 0. * 16 SEP 1405 170 0.04 0.00 0.04 44. 16 SEP 0210 27 0 .0 1 0.01 0.00 0. * 16 SEP 14 10 171 0.04 0.00 0.04 43. 16 SEP 0215 28 0.01 0 .01 0.00 0. * 16 SEP 14 15 172 0.04 0.00 0.04 41. 16 SEP 0220 29 0.01 0 .01 0.00 0. * 16 SEP 1420 173 0.04 0.00 0.04 40. 16 SEP 0225 30 0.01 0 .01 0.00 0. * 16 SEP 1425 174 0 .04 0 .00 0 .04 39. 16 SEP 0230 31 0.01 0 .01 0.00 0. * 16 SEP 1430 175 0.04 0.00 0.04 38 . 16 SEP 0235 32 0.01 0.01 0 .00 0. • 16 SEP 14 35 176 0 .04 0.00 0.04 37. 16 SEP 0240 33 0 .01 0.01 0.00 0. 16 SEP 1440 177 0.04 0 .00 0.04 36 . 16 SEP 0245 34 0 .01 0 .01 0.00 0. • 16 SEP 1445 178 0 .04' 0.00 0.03 35. 16 SEP 0250 35 0.01 0.01 0.00 0. * 16 SEP 145 0 179 0 .03 0.00 0.03 35. 16 SEP 0255 36 0.01 0 .01 0.00 0. * 16 SEP 1455 180 0.03 0.00 0 .03 34 . 16 SEP 0300 37 0 .01 0.01 0.00 0. • 16 SEP 1500 181 0 .03 0.00 0.03 33. 16 SEP 0305 38 0.01 0 .01 0 .00 0 . * 16 SEP 1505 182 0.03 0.00 0.03 32. 16 SEP 0310 39 0.01 0 .01 0.00 0 . • 16 SEP 151 0 183 0.03 0 .00 0.03 32. 16 SEP 0315 40 0 .01 0.01 0.00 1. * 16 SEP 1515 184 0 .03 0.00 0.03 31. 16 SEP 0320 41 0.01 0 .01 0.00 1. * 16 SEP 1520 185 0 .03 0.00 0 .03 30 . 16 SE P 0325 42 0.01 0 .01 0.00 1. * 16 SEP 15 25 186 0.03 0.00 0.03 29. 16 SEP 0330 43 0.01 0.01 0 .00 1. * 16 SEP 1530 187 0.03 0.00 0 .03 29. 16 SEP 0335 44 0.01 0 .01 0.00 1. * 16 SEP 1535 188 0.03 0.00 0.03 28. 16 SEP 0340 45 0.01 0.01 0.00 1. * 16 SEP 1540 189 0.03 0 .00 0.03 28. 16 SEP 0345 46 0.01 0.01 0.00 1. * 16 SEP 1545 190 0 .03 0.00 0.03 27. 16 SEP 0350 47 0.01 0.01 0.00 1. * 16 SEP 1550 191 0 .03 0.00 0 .03 27. 16 SEP 0355 48 0.01 0.01 0.00 2. * 16 SEP 1555 192 0 .03 0.00 0.03 26. 16 SEP 0400 49 0.01 0 .01 0.00 2. * 16 SEP 1600 193 0.03 0.00 0.03 26. 16 SEP 0405 50 0.0 1 0.01 0 .00 2. * 16 SEP 1605 194 0.03 0 .00 0.03 25. 16 SEP 0410 51 0.01 0.01 0.00 2. * 16 SEP 1610 195 0.03 0.00 0.03 25. 16 SEP 0415 52 0.01 0.01 0 .00 2 . * 16 SEP 1615 196 0.03 0.00 0.03 25. 16 SEP 0420 53 0 .01 0 .01 0 .00 2. * 16 SEP 1620 197 0.03 0.00 0.02 24. 16 SEP 0425 54 0 .01 0.01 0.00 2. * 16 SEP 1625 198 0.02 0.00 0 .02 24. 16 SEP 0430 55 0 .01 0.01 0.00 2. * 16 SEP 1630 199 0.02 0.00 0.02 24. 16 SEP 0435 56 0.01 0.01 0.00 3. * 16 SEP 1635 200 0.02 0.00 0 .02 23. K!MLEY ·HORN PRE·DEVELOPMENT MCXlEL 16 SEP 0440 57 0.01 0.01 0.00 3. * 16 SEP 1640 201 0.02 0.00 0.02 23. 16 SEP 0445 58 0.01 0.01 0.00 3. * 16 SEP 1645 202 0.02 0.00 0.02 23. 16 SEP 0450 59 0.01 0.01 0.00 3. .. 16 SEP 1650 203 0.02 0.00 0.02 22. 16 SEP 0455 60 0.01 0.01 0.00 3. .. 16 SEP 1655 204 0.02 0.00 0.02 22. 16 SEP 0500 61 0.01 0.01 0.00 3. .. 16 SEP 1700 205 0.02 0.00 0.02 22. 16 SEP 0505 62 0.01 0.01 0.00 3. * 16 SEP 1705 206 0.02 0.00 0.02 22. 16 SEP 0510 63 0.01 0.01 0.00 4. * 16 SEP 1710 207 0.02 0.00 0.02 21. 16 SEP 0515 64 0.01 0 .01 0.00 4. * 16 SEP 1715 208 0.02 0 .00 0.02 21. 16 SEP 0520 65 0 .01 0 .01 0.00 4. * 16 SEP 1720 209 0.02 0.00 0.02 21. 16 SEP 0525 66 0.01 0.01 0.00 4. * 16 SEP 1725 210 0.02 0.00 0.02 21. 16 SEP 0530 67 0.01 0.01 0.01 4. * 16 SEP 1730 211 0.02 0.00 0.02 20. 16 SEP 0535 68 0.01 0.01 0.01 4. * 16 SEP 1735 212 0.02 0.00 0.02 20. 16 SEP 0540 69 0.01 0.01 0.01 4. * 16 SEP 1740 213 0.02 0.00 0.02 20 . 16 SEP 0545 70 0 .0 1 0.01 0.01 5. .. 16 SEP 1745 214 0.02 0 .00 0.02 20. 16 SEP 0550 71 0.01 0.01 0.01 5. * 16 SEP 1750 215 0.02 0.00 0.02 19. 16 SEP 0555 72 0 .01 0.01 0.01 5. * 16 SEP 1755 216 0.02 0.00 0.02 19. 16 SEP 0600 73 0.02 0.01 0.01 5. .. 16 SEP 1800 217 0.01 0.00 0.01 19. 16 SEP 0605 74 0 .02 0.01 0.01 5. .. 16 SEP 1805 218 0.01 0.00 0.01 18. 16 SEP 06 10 75 0 .02 0 .01 0.01 6. * 16 SEP 1810 219 0 .01 0 .00 0.01 17. 16 SEP 06 15 76 0 .02 0.01 0.01 7. * 16 SEP 1815 220 0.01 0.00 0.01 16. 16 SEP 0620 77 0.02 0.01 0.01 8. * 16 SEP 1820 221 0.01 0.00 0.01 14. 16 SEP 0625 78 0.02 0.01 0.01 8. * 16 SEP 1825 222 0.01 0.00 0 .01 14. 16 SEP 0630 79 0 .02 0.01 0.01 9. * 16 SEP 1830 223 0.01 0.00 0.01 13. 16 SEP 0635 80 0.02 0.01 0.01 9. * 16 SEP 1835 224 0.01 0.00 0.01 12. 16 SEP 0640 81 0.02 0.01 0.01 10. * 16 SEP 1840 225 0.01 0 .00 0.01 12 . 16 SEP 0645 82 0.02 0.01 0.01 10. .. 16 SEP 1845 226 0.01 0 .00 0.01 12 . 16 SEP 0650 83 0.02 0.01 0.01 10. .. 16 SEP 1850 227 0.01 0.00 0.01 1 ,_ 16 SEP 0655 84 0.02 0.01 0.01 11. .. 16 SEP 1855 228 0.01 0.00 0.01 11. 16 SEP 0700 85 0.02 0 .01 0.01 11 . .. 16 SEP 1900 229 0.01 0.00 0.01 11 . 16 SEP 0705 86 0.02 0.01 0.01 11. .. 16 SEP 1905 230 0.01 0.00 0.01 11. 16 SEP 0710 87 0.02 0.01 0.01 12. .. 16 SEP 1910 231 0.01 0.00 0.01 11. 16 SEP 0715 88 0.02 0.01 0.01 12. .. 16 SEP 1915 232 0.01 0.00 0.01 1 ,_ 16 SEP 0720 89 0 .02 0.01 0.02 13. .. 16 SEP 1920 233 0 .01 0.00 0.01 1 ,_ 16 SEP 0725 90 0.02 0.01 0.02 13. * 16 SEP 1925 234 0.01 0.00 0.01 11. 16 SEP 0730 91 0.02 0.01 0.02 13. * 16 SEP 1930 235 0.01 0.00 0.01 10. 16 SEP 0735 92 0.02 0.01 0.02 14. * 16 SEP 1935 236 0.01 0.00 0.01 10. 16 SEP 0740 93 0.03 0.01 0.02 14. * 16 SEP 1940 237 0.01 0.00 0.01 10. 16 SEP 0745 94 0.03 0 .01 0.02 14. * 16 SEP 1945 238 0.01 0 .00 0.01 10. 16 SEP 0750 95 0.03 0.01 0.02 15. * 16 SEP 1950 239 0.01 0 .00 0.01 10 . 16 SEP 0755 96 0.03 0.01 0.02 15. .. 16 SEP 1955 240 0.01 0.00 0.01 10. 16 SEP 0800 97 0.03 0.01 0.02 15. * 16 SEP 2000 241 0.01 0.00 0 .01 10. 16 SEP 0805 98 0.03 0.01 0.02 16 . * 16 SEP 2005 242 0.01 0.00 0.01 10 . 16 SEP 0810 99 0.03 0.01 0.02 16. * 16 SEP 2010 243 0 .01 0.00 0.01 10 . 16 SEP 0815 100 0 .03 0.01 0.02 17. * 16 SEP 2015 244 0.01 0.00 0.01 10. 16 SEP 0820 101 0.03 0.01 0.02 17. * 16 SEP 2020 245 0.01 0.00 0.01 10. 16 SEP 0825 102 0.03 0.01 0.02 18. * 16 SEP 2025 246 0.01 0.00 0.01 9. 16 SEP 0830 103 0.03 0.01 0.02 18. * 16 SEP 2030 247 0.01 0 .00 0 .01 9. 16 SEP 0835 104 0.03 0.01 0.02 18. * 16 SEP 2035 248 0.01 0.00 0 .01 9. 16 SEP 0840 105 0.03 0.01 0.02 19. .. 16 SEP 2040 249 0.01 0 .00 0.01 9. 16 SEP 0845 106 0.03 0.01 0.02 19. * 16 SEP 2045 250 0 .01 0 .00 0.01 9. 16 SEP 0850 107 0.03 0.01 0.02 20. * 16 SEP 2050 251 0 .0 1 0.00 0.01 9 . 16 SEP 0855 108 0.03 0.01 0.02 20. * 16 SEP 2055 252 0.01 0.00 0.01 9 . 16 SEP 0900 109 0.03 0.01 0.03 21. 16 SEP 2100 253 0.01 0.00 0.01 9. 16 SEP 0905 110 0.03 0.01 0.03 22. .. 16 SEP 2105 254 0.01 0.00 0.01 9. 16 SEP 0910 111 0.04 0.01 0.03 22. .. 16 SEP 2110 255 0.01 0.00 0.01 9. 16 SEP 0915 112 0.04 0.01 0.03 23. * 16 SEP 2115 256 0 .01 0.00 0.01 9. 16 SEP 0920 113 0.04 0 .01 0.03 24. * 16 SEP 2120 257 0.01 0.00 0.01 9. 16 SEP 0925 114 0 .04 0.01 0.03 24. * 16 SEP 2125 258 0 .01 0.00 0.01 9. 16 SEP 0930 115 0.04 0.01 0.03 25. * 16 SEP 2130 259 0 .0 1 0.00 0.01 9. 16 SEP 0935 116 0.04 0.01 0.03 26. * 16 SEP 2135 260 0.01 0.00 0.01 8. 16 SEP 0940 117 0 .04 0.01 0.03 27. * 16 SEP 2140 261 0.01 0 .00 0.01 8. 16 SEP 0945 118 0.04 0.01 0.03 27. * 16 SEP 2145 262 0.01 0.00 0.01 8. 16 SEP 0950 119 0.04 0.01 0 .03 28. .. 16 SEP 2150 263 0.01 0 .00 0.01 8. 16 SEP 0955 120 0.04 0.01 0.04 29. * 16 SEP 2155 264 0.01 0.00 0.01 8. 16 SEP 1000 121 0.04 0.01 0.04 30 . * 16 SEP 2200 265 0.01 0 .00 0.01 8 . 16 SEP 1005 122 0.05 0.01 0.04 31. .. 16 SEP 2205 266 0.01 0 .00 0.01 8. 16 SEP 1010 123 0.05 0.01 0.04 32. * 16 SEP 2210 267 0 .01 0.00 0.01 8. 16 SEP 1015 124 0.05 0.01 0.04 33 . * 16 SEP 2215 268 0 .01 0 .00 0.01 8. 16 SEP 1020 125 0.05 0.01 0 .04 34. * 16 SEP 2220 269 0.01 0.00 0.01 8. 16 SEP 1025 126 0.05 0.01 0.05 36. * 16 SEP 2225 270 0.0 1 0.00 0.01 8 . 16 SEP 1030 127 0.04 0 .01 0 .04 37 . * 16 SEP 2230 271 0.01 0.00 0.01 8. 16 SEP 1035 128 0.05 0.01 0.04 37. * 16 SEP 2235 272 0 .01 0 .00 0.01 8. 16 SEP 1040 129 0.05 0.01 0 .04 38. * 16 SEP 2240 273 0 .01 0 .00 0.01 8. 16 SEP 1045 130 0.05 0.01 0 .04 38. .. 16 SEP 2245 274 0 .01 0.00 0.01 8. 16 SEP 1050 131 0 .05 0.01 0 .05 38 . .. 16 SEP 2250 275 0.01 0 .00 0.01 8 . 16 SEP 1055 132 0.06 0.0 1 0.05 39. .. 16 SEP 2255 276 0.01 0.00 0.01 8. 16 SEP 1100 133 0.10 0.01 0.09 41 . .. 16 SEP 2300 277 0.01 0 .00 0.01 8 . KI HLEY-HORN PRE-DEVEL OPMENT HODEL 16 SE P 1105 134 0 .11 0 .01 0 .10 46. * 16 SEP 2305 278 0 .01 0 .00 0 .01 8 . 16 SEP 1110 135 0 .11 0.0 1 0.10 53. * 16 SEP 23 10 279 0 .01 0.00 0 .01 7. 16 SEP 1115 136 o. 12 0.01 0. 11 62. * 16 SEP 2315 280 0.01 0.00 0.01 7. 16 SE P 1120 137 0 .13 0.01 0.12 72. * 16 SEP 232 0 281 0.01 0.00 0.01 7. 16 SE P 1125 138 0 .14 0.01 0.13 81. * 16 SEP 2325 282 0.01 0.00 0.01 7. 16 SE P 113 0 139 0 .17 0.01 0.16 90 . * 16 SEP 233 0 28 3 0 .01 0.00 0.01 7. 16 SEP 1135 140 0. 19 0.01 0.17 100. * 16 SEP 233 5 28 4 0.01 0.00 0.01 7. 16 SE P 1140 141 0 .21 0.01 0.20 112. * 16 SEP 234 0 285 0 .01 0 .00 0.01 7. 16 SE P 1145 142 0 .34 0.02 0.32 129. * 16 SEP 234 5 286 0 .01 0.00 0.01 7 . 16 SE P 1150 143 0.40 0 .02 0.38 154. * 16 SEP 235 0 287 0 .01 0.00 0.01 7. 16 SEP 1155 144 0.62 0 .03 0 .60 194. * 16 SEP 2355 288 0.01 0.00 0 .01 7. * *********************************************************************************************************************************** TOTAL RAINFALL = 10.94, TOTAL LOSS = PEAK FLOW (CFS) 418. TIME (HR) 12.25 (CFS) (I NCHES) CAC-FT) 6-HR 93. 7.302 46. CUMULATIVE AREA = 1.36, TOTAL EXCESS= MAXIMUM AVER AG E FLOW 24-HR 72-HR 31. 31. 9.551 9 .551 61. 61. 0.12SQMI 9 .59 23.92-HR 31. 9 .551 61. *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• ••• *** *** *** *** *** *** *** *** *** *** ••• ************** * * 29 KK * 41 * COMB ROUTE D HYD RO AND WPN II * * ************** 30 KO OUTPUT CONTROL VARIABLES IP RN T 2 PRI NT CONTROL !PLOT 0 PLOT CONTROL QSC AL 0. HYD RO GRA PH PLOT SC ALE 31 HC HYDROGR APH COMBI NATIO N !COMP 2 NUMBER OF HY DROGRA PHS TO COM BI NE *** *********************************************************************************************************************************** HYD RO GRAPH AT STATI ON 41 SUH OF 2 HYDR OGRA PHS *********************************************************************************************************************************** • * DA MON HRMN ORD FLOW • DA HON HRHN ORD FLOW * DA MO N HRMN OR D FLOW * DA HO N HRMN ORD FLOW * * * 16 SEP 000 0 1 o. * 16 SEP 0600 73 58. * 16 SEP 1200 145 1949. * 16 SEP 1800 217 250. 16 SEP 0005 2 0. * 16 SEP 0605 74 61. * 16 SE P 12DS 146 2438. * 16 SEP 1805 218 246. 16 SEP 00 10 3 0. * 16 SEP 0610 75 65. * 16 SEP 1210 147 2981. * 16 SEP 1810 219 240. 16 SEP 0015 4 0. * 16 SEP 0615 76 70. * 16 SE P 1215 148 35 64. * 16 SEP 1815 22 0 232. 16 SEP 0020 5 0 . • 16 SEP 0620 77 75 . * 16 SEP 1220 149 3931 . * 16 SEP 1820 221 223. 16 SEP 0025 6 0. * 16 SEP 0625 78 81. * 16 SEP 1225 150 4066 . * 16 SEP 1825 222 213. 16 SEP 0030 7 0. 16 SEP 0630 79 88. * 16 SEP 123D 151 4049. * 16 SEP 1830 223 203 . 16 SEP 0035 8 0. * 16 SEP 0635 8 0 94. * 16 SEP 1235 152 3920. * 16 SEP 1835 224 194. 16 SEP 0040 9 0. * 16 SEP 0640 81 100. * 16 SE P 1240 15 3 3706 . * 16 SEP 1840 225 185. 16 SEP 0045 10 0. * 16 SEP 0645 8 2 107 . * 16 SE P 1245 154 3408 . * 16 SEP 1845 226 177. 16 SEP 0050 11 0. * 16 SEP 0650 83 112. * 16 SEP 1250 155 3075 . * 16 SEP 1850 227 170. 16 SEP 0055 12 0. * 16 SEP 0655 84 118. * 16 SE P 1255 15 6 2771. * 16 SEP 1855 228 164 . 16 SEP 0100 13 o. * 16 SEP 0700 85 123. * 16 SEP 1300 157 2530. * 16 SEP 1900 229 159. 16 SEP 0105 14 0. * 16 SEP 0705 86 129 . * 16 SEP 1305 158 22 90. * 16 SEP 1905 23 0 155. 16 SEP 0110 15 0 . * 16 SEP 0710 87 134. * 16 SEP 1310 159 2052. * 16 SEP 1910 231 151 . 16 SEP 0115 16 0. * 16 SEP 0715 88 138. * 16 SEP 1315 160 1827. * 16 SEP 1915 232 147. 16 SEP 0120 17 0. * 16 SEP 0720 89 143 . * 16 SEP 1320 161 1620 . * 16 SEP 1920 233 145. 16 SEP 0125 18 0. * 16 SEP 0725 90 148. * 16 SEP 1325 162 1434 . * 16 SEP 1925 234 142. 16 SEP 0130 19 0. * 16 SEP 0730 91 152. * 16 SEP 1330 163 12 71. * 16 SEP 1930 235 140. 16 SEP 0135 20 0. * 16 SEP 0735 92 157. * 16 SE P 1335 164 1131. * 16 SEP 1935 236 138. 16 SEP 0140 21 0. * 16 SEP 0740 93 161. * 16 SEP 1340 165 1015 . * 16 SEP 1940 237 136. 16 SEP 0145 22 0. * 16 SEP 0745 94 166. * 16 SEP 1345 166 919. * 16 SEP 1945 238 134. KIMLEY -HORN PRE -DEVELOPMENT HODEL 16 SEP 0150 23 0. * 16 SEP 0750 95 171. * 16 SEP 1350 167 843 . * 16 SEP 1950 239 132 . 16 SEP 0155 24 0. * 16 SEP 0755 96 175. * 16 SEP 1355 168 785. * 16 SEP 1955 240 131. 16 SEP 0200 25 0. * 16 SEP 08 00 97 180. * 16 SEP 1400 169 745. * 16 SEP 2000 241 129. 16 SEP 0205 26 0. * 16 SEP 0805 98 185 . * 16 SEP 1405 170 709. * 16 SEP 2005 242 128. 16 SEP 0210 27 o. * 16 SEP 08 10 99 189 . * 16 SEP 1410 171 676. * 16 SEP 2010 243 127. 16 SEP 0215 28 o. * 16 SEP 0815 100 194 . * 16 SEP 1415 172 646. * 16 SEP 2015 244 126. 16 SEP 0220 29 o. * 16 SEP 0820 101 199 . * 16 SEP 1420 173 618. * 16 SEP 2020 245 124. 16 SEP 0225 30 0. * 16 SEP 0825 102 204. * 16 SEP 1425 174 593. * 16 SEP 2025 246 123 . 16 SEP 0230 31 o. * 16 SEP 0830 103 209. * 16 SEP 1430 175 570. * 16 SEP 2030 247 122. 16 SEP 0235 32 0. * 16 SEP 0835 104 215. * 16 SEP 1435 176 549. * 16 SEP 2035 248 121. 16 SEP 0240 33 0. * 16 SEP 0840 105 220. * 16 SEP 1440 177 529 . * 16 SEP 2040 249 120. 16 SEP 0245 34 1. * 16 SEP 0845 106 225. * 16 SEP 1445 178 512. * 16 SEP 2045 250 119. 16 SEP 0250 35 1. * 16 SEP 0850 107 231. * 16 SEP 1450 179 496. * 16 SEP 2050 25 1 118. 16 SEP 0255 36 2 . * 16 SEP 0855 108 237. * 16 SEP 1455 180 481. * 16 SEP 2055 252 117. 16 SEP 0300 37 2 . * 16 SEP 0900 109 243 . * 16 SEP 1500 181 468. * 16 SEP 2100 253 116 . 16 SEP 0305 38 3. * 16 SEP 0905 110 249 . * 16 SEP 1505 182 455. * 16 SEP 2105 254 115. 16 SEP 0310 39 4. * 16 SEP 0910 111 256. * 16 SEP 1510 183 443 . * 16 SE P 2110 255 114. 16 SEP 0315 40 5. * 16 SEP 0915 112 263. * 16 SEP 1515 184 431. * 16 SE P 2115 256 113. 16 SEP 0320 41 6. * 16 SEP 0920 113 270. * 16 SEP 1520 185 420. * 16 SEP 2120 257 113. 16 SEP 0325 42 7. * 16 SEP 0925 114 278 . * 16 SEP 1525 186 410. * 16 SEP 2125 258 112. 16 SEP 0330 43 9. * 16 SEP 0930 115 286 . * 16 SEP 1530 187 400. * 16 SEP 2130 259 11 1. 16 SEP 0335 44 10. * 16 SEP 0935 116 29 5 . * 16 SEP 1535 188 391 . * 16 SEP 2135 260 110. 16 SEP 0340 45 12. * 16 SEP 0940 117 304 . * 16 SEP 1540 189 382 . * 16 SEP 2140 261 109. 16 SEP 0345 46 13 . * 16 SEP 0945 118 313. * 16 SEP 1545 190 374. * 16 SEP 2145 262 108. 16 SEP 0350 47 14. * 16 SEP 0950 119 322. * 16 SEP 1550 191 366. * 16 SEP 2150 263 108. 16 SEP 0355 48 16. * 16 SEP 0955 120 331. * 16 SEP 1555 192 359 . * 16 SEP 2155 264 107. 16 SEP 0400 49 18 . * 16 SEP 1000 121 341. * 16 SEP 1600 193 352. * 16 SEP 2200 265 106. 16 SEP 0405 50 19 . * 16 SEP 1005 122 352. * 16 SEP 1605 194 345 . * 16 SEP 2205 266 105. 16 SEP 0410 51 21. * 16 SEP 1010 123 363. * 16 SEP 1610 195 339. * 16 SEP 2210 267 105. 16 SEP 0415 52 22. * 16 SEP 1015 124 374 . * 16 SEP 1615 196 333. * 16 SEP 2215 268 104. 16 SEP 0420 53 24 . * 16 SEP 1020 125 386 . * 16 SEP 1620 197 327. * 16 SEP 2220 269 103. 16 SEP 0425 54 25. * 16 SEP 1025 126 399 . * 16 SEP 1625 198 322. * 16 SEP 2225 270 102. 16 SEP 0430 55 27 . * 16 SEP 1030 127 412. * 16 SEP 1630 199 317. * 16 SEP 2230 271 102. 16 SEP 0435 56 29 . * 16 SEP 1035 128 424. * 16 SEP 1635 200 312. * 16 SEP 2235 272 10 1. 16 SEP 0440 57 30. * 16 SEP 10 40 129 434. * 16 SEP 1640 201 307. * 16 SEP 2240 273 100. 16 SEP 0445 58 32. * 16 SEP 1045 130 443 . * 16 SEP 1645 202 303. * 16 SEP 2245 274 100. 16 SEP 0450 59 34. * 16 SEP 1050 131 451. * 16 SEP 1650 203 298 . * 16 SEP 2250 275 99. 16 SEP 0455 60 35. * 16 SEP 1055 132 460. * 16 SEP 1655 204 294. * 16 SE P 2255 276 98. 16 SEP 050 0 61 37. * 16 SEP 110 0 133 47 2 . * 16 SEP 1700 205 29 0 . * 16 SEP 2300 277 98 . 16 SEP 0505 62 39. * 16 SEP 11 05 134 492 . * 16 SEP 1705 206 286. * 16 SEP 2305 278 97. 16 SEP 05 10 63 40 . * 16 SEP 1110 135 525. * 16 SEP 1710 207 282. * 16 SEP 2310 279 96. 16 SEP 05 15 64 42. * 16 SEP 1115 136 574. * 16 SEP 1715 208 279 . * 16 SEP 2315 280 96. 16 SEP 0520 65 44. * 16 SEP 11 20 137 634. * 16 SEP 1720 209 275 . * 16 SEP 2320 281 95. 16 SEP 0525 66 46 . * 16 SEP 1125 138 705. * 16 SEP 1725 210 272 . * 16 SEP 2325 282 95 . 16 SEP 0530 67 47 . * 16 SEP 1130 139 784 . * 16 SEP 1730 211 268. * 16 SEP 2330 283 94. 16 SEP 0535 68 49 . * 16 SEP 1135 140 883. * 16 SEP 1735 212 265. * 16 SEP 2335 284 94 . 16 SEP 0540 69 51. * 16 SEP 11 40 141 1013 . * 16 SEP 1740 213 262 . * 16 SEP 2340 285 93 . 16 SEP 0545 70 53 . * 16 SEP 1145 142 1158. * 16 SEP 1745 214 259. * 16 SEP 2345 286 92 . 16 SEP 0550 71 55 . * 16 SEP 1150 143 1339 . * 16 SEP 1750 215 256. * 16 SEP 2350 287 92. 16 SEP 0555 72 56 . * 16 SEP 115 5 144 1588. * 16 SEP 1755 216 253. * 16 SEP 2355 288 91. * * * *********************************************************************************************************************************** PEAK FLO\/ TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24-HR 72 -HR 23.92 -HR 4066. 12.42 (C FS) 1175 . 386. 386. 386. CINCHES) 7.318 9.578 9.578 9.578 (AC -FT) 583 . 763. 763. 763. CUMULATIVE AREA = 1.49 SQ Ml *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 75 KK 77 KO ************** * * * * 46 * * COMBINE RT46 AND WPNV ************** OUTPUT CONTROL VARIA BLES IPRNT 5 PRIN T CONTRO L !PLOT 0 PLOT CONTROL QSCA L 0. HYDROGRAPH PLOT SCA LE IPNCH !OUT ISAV1 ISAV2 TIHINT KIMLEY -HORN PRE -DEVELOPMENT HOOEL 1 PUNCH COMPUTED HYDROGRAPH 21 SAVE HYDROGRAPH ON THIS UNIT 1 FIRST ORDINATE PUNCHED OR SAVED 288 LAST ORDINATE PUNCHED OR SAVED 0 .083 TIME INTERVAL IN HOURS KIMLEY-HORN PRE-DEVELOPMENT MOOEL RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE HYDROGRAPH AT WPNI 157D. 12 . 17 333 . 110. 110. 0.42 HYDROGRAPH AT WPCI 2699 . 12 .50 750. 246. 246. 0.95 2 COMBINED AT 40 3956 . 12 .33 1083 . 356. 356. 1.37 ROUTED TO RT41 3739 . 12 .50 1082. 355. 355. 1.37 283.59 12.50 HYDROGRAPH AT WPN2 418. 12 .25 93 . 31 . 31. 0.12 2 COMBINED AT 41 4066. 12.42 1175. 386. 386. 1.49 HYDROGRAPH AT WPBI 807 . 12.17 172. 57. 57_ 0.21 2 COMBINED AT 42 4674. 12.42 1346. 443. 443. 1. 71 ROUTED TO RT43 4377 . 12.58 1345. 442. 442. 1. 71 273.29 12.58 HYDROGRAPH AT WPN3 471. 12.17 92. 30. 30. 0.12 2 COMBINED AT 43 4573. 12 .58 1436 . 472. 472 . 1.82 HYDROGRAPH AT WPAI 1386. 12.50 385 . 127. 127. 0.49 2 COMBINED AT 44 5938. 12.50 1820. 599. 599. 2.31 ROUTED TO RT45 4544. 13.58 1819 . 595. 595. 2.31 263.15 13.58 HYDROGRAPH AT WPN4 1410. 12.92 526. 173. 173. 0.67 2 COMBINED AT 45 5592. 13.17 2345. 768. 768. 2.98 ROUTED TO RT46 5517. 13.67 2341. 764. 764. 2.98 247 .40 13.67 HYDROGRAPH AT WPNV 1305 . 12 .33 327 . 106 . 106. 0 .43 2 COMBINED AT 46 5755 . 13.58 2663 . 870. 870. 3.41 ***NORMAL END OF HEC·l *** OR/15100 TUE 11:02 FAX_ 9722393820 DALLAS Kimley-Horn and Associate s, Inc. FACSIMILE TRANSMITTAL SHEET TO: Ted Mayo FAX NO: 409-764-3496 FROM: Kevin S. Gaskey DATE: February 15, 2000 SUBJECT: Attached TOTAL# OF PAGES (INCLUDING COVER): 20 COMMENTS: 12700 PARK CENTRAL DRIVE SUITC1800 DAU.AS , TEXAS 75251 TEL : 9721770·1300 FAX: 9721239-3820 If you have tro11b'4 remving,pkan call Les~ C.obmn at 972/770-1322 This fa csimile is intended for the addressee named herein and may contain information that is confidential. If you are not the intended recipient or the employee or agent respon sible for delivery to the addressee, you are hereby notified that any review, dissemination, disclosure , or copying of this communication Is strictly prohibited. If you have received this facsim ile in error, please immediately notify us by telephone, and retum the original facsimile to us at the address above via U.S. Postal Service . Thank you. ~00 1 02 /1 5/00 TUE 11 :02 FAX 9j22393820 ' Kimley -Horn and Associates, Inc. 15 February 2000 DALLAS Mr. Ted Mayo, P.E. Assistant City Engineer City of College Station 1101 Texas Avenue College Station, TX 77842 RE: Wolf Pen Plaza Floodplain Study Dear Ted: This lener is in response to your letter dated 14 February 2000 regarding your questions/comments on the Fill Study for WPC . We have reviewed the information presented in your lener and offer the following timeline in response . We feel thi s inf onnation will bring you and other interested parties current on the F1oodplain Study that has been approved for our project reach . 30September1999: October 1999 ro January 2000: • TEL 972 7i0 1300 FAX 9n 239 3820 Kimley.Hom & Associates (KHA) submitted the first vers ion of its F1oodplain Study for Wolf Pen Creek. Attached is an excerpt from that report outlining the use of Manning 's "n" values in the hydraulic model. To summarize, the Manni ng 's "n" values in the effective Federal Emergency Management Agency (FEMA) Flood Insurance Study (FIS) model were used in both the KHA Duplicate Effective and Corrected Effective models to represent existing conditions in the floodplain. In the Post Project conditions model, o~ right overbank in the affected c · · reflect the ro osed retai · wall. Please reference the attac ent from the September 1999 KHA Study. Multiple conversations took place between Kimley-Hom staff and Jeff Tondre, P.E., Acting Assistant City Engineer, to address conunents associated with the Floodplain Study. In particular, roughness coefficients were discussed, and after field visits, Mr. Tondre issued the attached comment lette r requesting Kimley.Hom al te r the "n" values to more accurately represent current watershed conditions . Plea se see the attached letter from the City dated 16 December 1999 . ~002 • Suite 1800 moo Park Cen tral Dri ve Dallas , Taus 75251 02 /15 /00 TUE 11 :0 2 FAX 9722393820 Kimley-Horn and Associates, Inc . OS January 2000: DALLAS Mr . Ted Mnyo . February IS, 2000 , Pg. 2 When an initial concern regarding roughness coefficients was raised in November 1999 in a fax to Kimley-Hom from the City, Kimley-Hom responded with the attached letter dated 23 November 1999. In that letter it was stressed that to the best of our understanding, FEMA strongly discourages altering "n" values . The fax and response lener are attached. Continued recommendations to Kimley-Hom from the City led to lowering the roughness coefficients. and the production of a second Floodplain Study submittal. The second version was submitted 05 January 2000 . This version contained Corrected Effective and Post Project models that included lower "n" values than those reflected in the effective FIS model. Since the "n" value modilications were made to both the Corrected Effective and Post Project condition models, the proposed reclamation to construct Wolf Pen Plaza is valid in either scenario (September 1999 and January 2000). An excerpt from the January 2000 report is attached, outlining the rouglmess coefficient modifications . The evaluation of Kimley-Hom's Flood Study submittals by outside sources, including City consultants, has been continuous along the timeline of this project To our knowledge, a City consultant accompanied Mr. Tondre during his field evaluation that resulted in the lower "n" value conclusion for the subject reach. We hope that this infonnation brings you current on the evaluation of the approved Floodplain Study. Particular comments regarding the roughness coefficients used in the hydraulic models have been reviewed and discussed extensively, with the final result being the OS January 2000 Floodplain Study submittal. The Floodplain Study was approved as submitted in January, after addressing all City conunents . We look forward to resolving this issue and continuing with construction of the project Please contact us if you have any questions . Very truly yours, \;]ORN AND ASSOCIATES, INC. Attach men cs cc : Arthur J. Anderson , Winst ead Sechrest & Min ick, P.C. Eric Seitz, The Seitz Group Chris Frysingcr, KHA Julie Diamond , KHA Dan Grant, KHA ~003 II II II II II I . !11 5/00 TUE 11:02 FAX 9722393820 - Kimley-Horn and Associates, Inc. Floodplain Study I Wolf Pen Plaza I I I I I I I I I I I I College Station, Texas Prepared For: The Seitz Group 6805 Hillcrest A venue, Suite 200 Dallas , TX 75205 Prepared By: Kimley-Hom and Associates, Inc. Suite 1800 12700 Parle Central Drive Dallas , Texas 75251 (972)-770-1300 September 1999 © Kimley-Hom and As sociates, Inc . G:\HYDRO\ptojectli\63006027\Repon\wlt.Jt>rt.doe DALLAS ~00 4 Th e Sei tz Gro up ~ I• II ~ ll ~ ([ f I I I I I I I I 02 /15/00 TUE 11 :03 FAX 9722393820 DALLAS Kimley-Horn and Associates, Inc. The Seitz Group 3. Hydraulics 3.1 Method Description The hydraulic models for this study were prepared based on two-foot aerial topography that was obtained from NDMCE upon the direction of the City of College Station, and two-foot topography th at was recently prepared for the project site by KHA. The effective FEMA FIS was prepared by NDMCE for the 1998 LOMR and CLOMR submittals . • NDMCE submitted a CLOMR in September, 1998 for Clarke-Wyndaharn Real Estate Investment Services and a LOMR in October, 1998 for SCC Development Ud. Both the CWMR and the LOMR were submitted for developments that are located on Wolf Pen Creek within one mile downstream of the site proposed in this report KHA received the effective FEMA FIS model dated January 13, 1999 with thes e revision s from NDMCE at direction of the City of College Station . 3.2 Work Study Maps The existing and proposed floodplain limits for the study are shown in Appendix B. 3.3 Roughness Coefficients The Roughness coefficients (Manning's "n" Values) used in the Corrected Effective Model are identical to the roughness coefficients that were used in the Duplicate Effective Model. The roughness coefficients in the Duplicate Effective Model were established in the Effective FIS . Although these roughness coefficients are significantly higher than the recommended values published in Cicy of College Station Drainage Policy and Design Standards for this type of weedy channel. KHA duplicated the roughness coefficients for existing conditions in the Corrected Effective model to match the roughness coefficients in the Duplicate Effective Model. The proposed project wm improve the right overbank of the channel within the property boundary and wi ll not mod ify the main channel or the left overbank. A retaining wall will be constructed al ong outer portions of the right overbank. The right overbank will be regraded within the site property boundary. These improvements will lower the roughness coefficient of the right overbank . KHA used a conservative roughness coefficient to represent the proposed conditions within the project ·site along the right overbank. The roughness coefficient for the proposed right overbank is based on the recommended Manning's "n" The Seicz Group (Wolf Pen Creek) G:\HYDRO\projecu\63006027\Repotl\wlf_rprt.doc September, 1999 -5- ~005 I ' I I I 02 11 5100 TUE 11 :03 FAX 9722393820 DALLAS Kimley-Horn and Associates, Inc. The Seirz Group Values published in the City of College Station Drainage Policy and Design Standards. All of th ese improvements to the right overl>ank are represented in the proposed project model. Table 1: Mannmg•s ''n" Values River Stations Manning's ''n" Value ,.._,_ Chaud Right Ovcrbank Duplicate ...... , Elfective ind Correcced ,G~ All Model'i Etrectin Models --~~~---'-'~~+-~~~~---~~~~--+~~~ Len Ovcrbank AJIModds Oo\WJl51rCUJ1to163 .00 0.090 .0015 0.090 166.10 to 176.SO 0.090 .WIS 0.090 179 .40 10 l&0.40 0.090 .0075 0.090 1&0.40 to upstream 0.065 O.OS5 0.065 3.4 Cross Section Description 3.4.1 Duplicate Effective Model Right Overbenk Propohd Project Modd 0.090 0.060 0.090 0.065 NDMCE provided KHA with both the floodplain and floodway effective FIS models . KHA has labeled this model as the Duplicated Effective model in this report. Model results for the 100 year di scharge, within project vicinity, are summarized in Table 2 with computer output files located in Appendix A. As part of the analysis it is necessary to ensure that the hydraulic model used is consistent with the previous study's paper copy results . This ensures that model version variation or keystroke errors do not impact the modeling results . 3.4.2 Corrected Effective Models The NDMCE Duplicate Model was then annotated ro facilitate the analysis of the Proposed Project. Although this study provides a revision to the floodplain only, KHA reviewed both the floodplain and floodway models that were prepared by NDMCE. It should be noted that the geometric data in the two cross sections 160.20 and 163.0 differ significantly between NDMCE's floodplain and floodway models . NDMCE references geometric revisions to these two cross sections in the title cards of both the floodway and floodplain models. However. only the NDMCE floodway model had been revised with thes e change s. The NDMCE floodplain model had not been updated with these changes. The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Rcpomw!Lrprt.doc September, 1999 -6· ll!006 DA LLAS DEVELOPMENT SVCS FACSIMILE· COVER . . S ... T .. ·HEE ··. crrv ·OF · coLLEGE s'IATioN ·DEVELOPMENT SERVICES 1101 South Texas Avenue •. P.O. Box 9960 . . · College Station, Texas 77842 Phone (409}764-3570 .Fax (409) 764-3496 #PAGES INCLUDING COVER -- If you did nor receive a ~mplete far.· pr~, cti11 our .ajjicc immf!lliauly for a new tronsmittal. ro--u4" bv~.f COMPANY: ~'W:. k,n . -l:J.o.~~ pEPARTMENT:. .-SO .. t1.~~~(; PHONE: qzz . 2zo 1-:s~o FAX: ~ 2;r1 38'.2.d FROM: ~~ff. z;.~dc., . 11.E. . PHONE: ~~ %1. l S.7D FAX:· _..{,,t/o'i) 7t:.t/ ~~ °' ~ 007 ~0 01 REMARKS: C Urgent · Q Far )'OW' review a Reply ASAP a Please eommem r ~'7:i:~:z:"t~;t:k=z:bts .;s 6df/,~ .~: :lha~~4~~~~i;:k Y~ n;;,.,i;.;;,z &ctti~ im.fd 11 <l ... l1Rf nr.f'k+ ac.ft;.d : -21:.!t: t~. i;s C.~~ Li. ~ f(-ff'.'.: ~ .. - ---. -,..,,_ . . 02115100 TUE 11:04 FAX 9722393820 DALLAS 11112199 09:42 'ZS'409 784 3498 DEVELOPMENT SVCS ~008 Xl 112.90 15 1473 1565 100 2SQ 'IU ~002 1: 2n.o 1000 ~67.0 1432 256.0 1464 2ss_o 1'73 2~.o 1473 ZSl\,O 1540 256.0 156~ 255.0 1565 256.0 1578 265.0 1613 -Git Z6$.0 1650 266.0 1658 269.7 1680 269.7 1760 zn.o 1820 D/S F~ BOX tuLVEtTS AT llOl.LEMAN AND l>liTKOJTM INTERSECTIQlll lC1 113.90 12 1418 1460 100 100 100 CR 271.Zt 1000 Z70.'° 1140 269.86 1Z40 269.32 1340 269.04 1416 Q 254.19 1418 251,.19 1'60 269.04 I 1460 210. 11 1500 2~~1 ,Po\~"' ~ 271.49 1700 zn.12 1800 I {orr"'~G~ Ef°f ef".:+·ivt.. •c .015 SB 1.25 ,_so 2.9 0 42 z 400 0 255.34 254.19 Xl 116.20 Z30 230 Z30 1.15 x2 1 Z6S.34 269.04 IT 10 1000 2n.z1 D 1140 Z1D.40 0 1240 ~69.86 0 BT 13'0 Z69.32 0 1418 Z69.0' 0 11.60 269.04 0 1500 BT Z70.11 0 1600 Zi1 .oa Q HOO 271.40 0 1800 Z72. 12 8T 0 . llC .o?S .075 .ass I1 116.70 15 1495 1587 50 50 so Cit ZT2.06 1000 271.411 · 1100 zro.94 1200 270.4 1300 269-86 1385 CR 269.68 1445 Z6lo.O 1495 255.34 1520 2.SS.34 1562 264.0 1587 GR zn.o 1650 271-24 1750 271.87 1850 2n.s 1950 272.62 2050 QT ' 3711 513Z 5763 7075 •c .1 .3 X1 119.20 9 1300 1337 250 250 250 GR 271.48 1000 26'.0 1030 262.0 1290 260.0 1300 }.56.lZ 1310 GR 260.0 1337 264.0 1J80 268.0 14&5 272.S 1510 SECTIOll UJSOATED USIMG LATEST TOPCMIDV 6, 1995 Xf 124.00 2Z 1070 1111 580 300 565 lit Z72 1000 27D 1003 268 1007 266 1010 264 1og Gii Z66 1018 268 1070 266 107.5 264 1075 262 1077 GR 260 1080 258 10IJ ZS6.'2 1~7 ZS8 1091 260 1097 GR. 26Z 1103 26" 1106 266 ,,,, 268 1149 270 1200 GR 272 1243 in 1314 SECl'ICH UPDATED USillG LATEST TOPO·NOV 6, 1995 X1 126.00 za 1161 12{.4 240 180 300 CR 276 1000 Z74 ,~ 27' 101Z 270 1028 Z68 1059 GI 26& 1133 266 1161 Z64 1177 . 264 1190 262 1221 61! 260 1225 258 1Z26 Z56 1Z32 258 1237 26B 1244 CR ~68 1257 268 1Z73 26& 1265 268 1320 Z70 1341 IOR 270 1380 272 1512 1 ZOSEP99 17:20:47 P~GE ~ S,, ,: '• NC .090 .·-075 · SECTIQll UPOA LATEST. TOPO-NOY 6, 1905 11 130.90 21 1010 1099 SOD l7ll 75t) Q 276 1000 21, 1010 272 1020 270 1029 26B 1033 Cil 266 10'9 264 1056 ZSB 1065 258 1~ 264 1090 CR 266 1099 268 1149 268 1162 270 1265 Z72 1425 GR m ,"" 27Z 1520 274 1W 274 1593 Z76 1748 GR m 1823 SECTION IJPOATED USING LATEST fOPO•NOV 6, 1995 •r'I ~rs update fl"l lob w rnwr revisiOM in rob LOS Qf SECTlO!I REVISED TO REFLECT FIELD SU!t~f 01/94,UPDATED 11·6-95 X1 135.60 Zt. 1860 1920 34(1 300 835 Gl 277.5 1000 278 1184 Z76 1Z94 272 1321 270 1515 Git 270 1540 268 1550 U8 17~ 27tl 18,8 l.10 1860 GR 268 16?5 2" 1880 2.63. ,, 1895 Zf,I,. 1900 266 1905 l'iiR ™ 1910 270 1920 2n 1930 Z74 19'5 276 1955 IOI! 278 1975 zeo 2~S zaa 2200 Z84 2290 QT ' 28.17 3954 4444 5541 SECTION lll"l>ATEO USlNl'ii LATEST TOPO-NOV 6, 1995 crv meyers update in lot> w ...,r revisiOM ;n rob LOB OP SECTION REVISED TO REFLECT FIILD SIJllVfY 01/94,UPOATED 11-6-9S Xl 14S.60 16 1610 163& L1D 450 5SO .. 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IN lEFT BA>I~ 11.. 1460 1L92 350 DALLAS DEVELOPMENT SVCS ~010 6M 1000 ~004 11!0 27't.O l135 212.0 1145 '175 m.o 1190 274.0 '\Z&O ,(,IQ Prop~ p;o1ec.+ }/old '~ t:-7 ,, 220 380 1080 276.0 1130 276.0 1Z40 1365 l66.79 1375 270.0 1385 1470 zeo .o iS55 2~.o 1610 240 280 1'),1.11; na,a 1300 276 .0 1460 11\1'i 02115100 TUE 11:16 FAX 9722393820 DA LLAS Kimley-Horn and Associates, Inc . FACSIMILE TRANSMITTAL SHEET TO: TedM2.yo F:\X NO: 4-09-7 64-3496 FR.OM : Kevin S. Gaskey Februaiy 15, 2000 SUBJ£CT1 Attached TOTAL: 01' 1>,11.CES (INCl.UOING COVER): I I COMMENTS: 12700 PARK CENTRAL DRIVE SUITE1800 DAU.AS, TEXAS 75251 TEL: 9721770-1300 FAX: 972/239-3820 if.you havt tro11blt mmr11,g, pltare r.all u119 Coburn al 972/ 770-1312 This facsimile is intended for the addressee named hetfiin and may contain infofmatlon that is confidential. If you are nor !he intended recipient or the employee Of agent msponsible for delivery to !he addressee, you am hereby notified that any review, dissemin8tion, disclosure, or copying of this communication is stt1ctJy prohibited, If you have received this facsimile in error. please immediately notify us by telephone, and retum the original facs/mlle to us at the address above via U.S. Postal Service . ThlJflk you. ~001 02115100 TUE 11 :17 FAX 9722393820 Kimley-Horn and Associates, Inc. November 23; 1999 Mr. Jeff Tondre, P.E . City of College Station Development Services 1101 South Texas Avenue College Station, Texas 77842 DALLAS Re: Wolf Pen Plaza Floodplain Study Dear Jeff: This letter is in response to your comment letter dated 12 November 1999 . As we discussed, the City has asked us to verify the Manning's "n" values used in the corrected effective model submitted as part of the above named floodplain study. The City has commented that a Manning's "n" of 0.09 might not accurately represent the right overbank in existing (1999) conditions in the area adjacent to the Wolf Pen Plaza site. A Manning's "n" of 0.09 is applied in the right overbank in the FEMA effective model for Wolf Pen Creek in that same area . Unless there are valid reasons, FEMA discourages changing Manning's "n" values in the effective models . Included with this letter are photographs and an index map showing photo locations. These photoy.tphs show dense trees and heavy underbrush in the subject area. Also within the right overbank are some grassy areas to the south of the trees and brush . According to Chow's Open Channel Hydraulics , areas of dense trees and brush can be assigned a Manning's "n" ranging from 0.08 to 0.125 with an average of O. lO. The composite value can be lowered slightly by the open areas. Upon evaluation of this data. the current (1999) conditions warrant a Manning's "n" composite value of 0.09 in the right overbank . • ra g12 no 1300 FAX 972 239 3820 • Stite 1800 -~002 f']:l.t!. 12700 Pailc Cent/81 Drive Dalas. Tew 75251 02115100 TUE 11 :17 FAX 9722393820 DALLAS Kimley-Horn and Associates, Inc . In the proposed condition model. the right overbank was modified to reflect the proposed wall and areas of brush and trees that would be cleared to build the wall. Model geometry was changed to show the proposed wall , and the Manning's "n" value for the right overbank was lowered to 0 .06 . This should clear comments from your 01 and 12 November 1999 letters . Please contact us if you have any further comments or questions . V cry truly yours, Kimley-Hom and Associates, Inc. OFG/ O:\HYORO\projccts'63006027\Corrcsp\l..c:t2 .doc Atcachmems cc: Chris Frysin&cr, Kimley -Hom a11d Associates Kevin Gaskey, Kimley-Hom and Associates Jon Ahem, Kimley-Hom and Associates ~003 02 /15 /00 TUE 11 :17 FAX 9722393820 DALLAS OPEN-CHANNEL HYDRAULICS VEN TE CHOW, Ph.D. Pr of essor of Hydrau lic Engin.eer ing Un iv 11 rsity o f Ill i noi ~· <am&A8llte .. McGRAW-HILL CLASSIC ~fEXTBC!'K REISSUE ~e Bo s ton , Massachusetts Burr Rid ge, Illino is Dubuqu e, Iow a Madison , Wiscomin New York , New Yorlc San Francisco , California St. Louis, Missouri DALLAS DEVBLU!'MENT OF UNlYOfiM FLOW A<'fD lTS FO .RMULAS 113 T.u11 .1r. 5-G. V.,LU Es 11 v THI> H.01TGHNEs:> Cm:HICIENT 11 (cnntinufd) T ypP. of cho.nnd itud cfo~c:ripLinn Minimum N:irmnl M(l.ximum ---·--·-·-----------·--·----- b. ll'!cn1nt:lill strc,am~. nn vcgct.:1ii ou m ~.h:tnncl, b 1rnk;; u~uull y stP.np . trees und bruah :\loni;: bo.nk.; submerge<l iil high st:\~L·.,; 1. Botfo111 : ~r11 v t:l~. c;obblc6, 11ud kw boulr!P.rs Z. Bottom : cobblP.s with lnq~c bould er~ D-2 . Flood plnins a. P ;ts t ure , no bru.;h 1. Shor t grn ss 2. Hii;h ~r a ss Ii . Cul t.iv:l tccl n.r<:J .S l . No crop 2 . M.o.t.ure row crop~ :l . Ml1.tl\l'e field crops c. 13ru~h l. ScaL t<:rcd brush, hell.VY weed,; :2. Light bntsh (J.uu ~re .:~. in winter 3. Li~ht hrn ~h and trees. ill summer 4 . !Vfodium to dense hrllsh, in wint<H 5. Medi um to dc.:11~1i brush, in summ"r d. Trne.s 1. lkn~c willows , suwmc :r . sl.roight 2 . Ch::tn'rl bnd with t ree.: :;tumpi;, n n spro ut" 3 . S1til1(: us ubovP., h ut. with hoavy ~rnwt h 1.if spro ut~ ___ ... 4 . He:ivy stan d of timber, ~l few dow n rrcc'S , little unclr.r1z:rowth , floo d eitag c. helow bru.m:hc-.1 5 . Same M o.bovc, but wit.h flood st:i.gc rcs.ching hrn.nches D-3. Mnior streu.m::; (to p width rit llood st:i.ge > 100 ft). The n vu.luc is less thnr. that for minor et!'enins of ~imilar descri ption, bccuu~c.: b1mks offer less ctk<:tivc resist.11.n ce . a. Hei;ub.r ~~c t.ion with no bouldere nr brush b. lrregular LLntl rn ugh ~er.t.i ort o.u:rn 0 .040 0 .0:.!5 0 .030 0 .020 0 .02.5 0 .030 n .0:15 0 .0:\.'i 0 .0.tO 0 0'15 0 .070 o 110 0 .030 I) .050 0 .080 0 .100 0 .025 CJ .OJ5 0 .040 0 .050 0 .030 0 . 0 :~5 o .o:~o 0 .035 0 .010 0 .050 0 .050 0 .0130 0 .070 0 .100 0 .150 0 . ()~(l 0 .060 0 .100 0 .120 0 .050 O.OiO 0 .035 0 .050 0 .040 0.015 0 .0.!;0 0 .070 (l.0130 0 .080 0 .110 O. lGO 0 .200 0 .050 0.080 0. lGO 0 .060 0 .100 14Joos 02 /15/00 (23) ........... i---- (24) .Fm. 5-5 (22-:H) 22. ~ = 0 .110 . S'1.m <: ns (21 ), but with much foli:ii.;c and covered for 11bout ~O rt with i;ro wth n :~;c:111 blinir ~m:ir t weed . 2:t 11 ~ 0.125. Nr1 t:111·!1.I chu.1me l f1o od ~v :1 y i ri mcrlin.:'l fine a!l.nd to fine clny, none 5iJc s lop<'~: fairly cvt.!11 '1.n<l r<:p;uhr bot.tom w ilh occMion:il flat bottom sloughs; ,·o.rbt.ion in depth ; pr:i.c t ico l ly virgin t.i n1b0r, var y li l~lt:: undC)ri;~rcnv th <:xce pt occn- ~io md dcn8c pi.lchcs of bushed .i.nd small trees. some logs aucl dead fallen t.n :cs . 24 . n = 0.150 . Nutnrnl r iver iu m nd y t,\:iy ~oil. Ve ry croo l":-d cour;;e, irregulnr ~i Je slopes nnd un a,·cn bottom . Many roots, t.ree~ :rnd h u s h~s. larr;A log R an d other drift ou bottom ; trcr.s cou tiLlunll y f:11li ni:: inLo chn n nP-1 du e t.o baak Cl\Ving. 123 02/15 1-00 TUE 11:20 FAX 9722393820 DALLAS _ DEVELOPKENT SVCS 12 i l8/99 17 :38 'ZS'409 784 3496 · ... COLLEGE STATION December 16, 1999 Mr. Dan F. Gnutl P. 0 . Box 9960 • 1101 TeJCU Avan1.1e TIJt. 409 764 3500 Kimley-Hom &. Associates, Inc. 12700 Parle Central Drive: Suite 1800 Dalla.s, TX 75251 RE: Wolf Pen Plaza, Seitz Group Floodplain Study Dear Mr. Grant. College Station . TX n B42 This is in response to the floodplain. study regarding filling in the flood fringe submitted on Novembers. 1999, and support lnfonnation submitted November 25. 1999, for the abov e referenced project In a previous letter daled July 1. 1999 concerns were expressed regarding existing Pra-Flood lnsunU1c:c Rate Map (Pre-FIRM) ~ctutes adjacent to your project These structures are hl;l ilt below the existing Base Flood Elevation.. In that letter, your firm was notified that the City of Collea.: Station's Drainage Policy and Design Sumdards (DPOS) prohibits development, which would "cause ~ptlble inc:ra.scs in water sutface elevations and velocities" or "increase th e flood damage."' Based upo11 th1s, any increase In the actual flood clc:vaLion is 11ot acceptnblc . The report includes three hydraulic models of the creek. These models are FEMA's effective model, a corrected (pre-project) effecti\'c model, and proposed conditions model. We have re- evalUl!Cd the smdy. both internally and extmnally, and continua to have ~ccros regarding the accuracy of the study. We have vh1i~ 1be site to evaluated the vegetative conditions of the overbank. and reviewed the picmres provided in support of the submitted models. The picture s ~ show a dense tree cover aloag the top ofbaDk, which would support roughness · c.oefticicnts as included in the model . However, this dense wooded area at the top of bank is not tqJICSCflTAtiVe of the ontiro overbank. Beyond tlle immediate edge of~ the floodplain ovorbenk is a "scattered/light brush wi1h heavy weed .. ~ndition. A "heavy" troc eondition exists from just upstream of the pi'oposed 0cor2C Bush Drive ex.tension downstream to the Holleman/Dartmouth intersection. Enclosed is an aerial photo of the area from 1994. Based upon the field visit, the aerial photo is still representative of the site with some additional scattered brush cover. The corrective ef'f~ivc (pre-project) model uses an overbank roughness coefficient that is uniform from the Holleman/Dartmouth intersection to Texas Avenue. The proposed condition model assumes that the roughness is greatly reduced as a result ofthe reatining wall used to conrain the fill. It is our opinion that the two models are not representative of the conditions that exist now or after the project is constructed . · ~00 7 ~0 02 .... -___ .. ----·--·--,.,... ,.~ ·~, ~,,,. ..... .._ .. . . . 02/15/00 TUE ~11:21 FAX 9722393820 DALLAS DEVELOPMENT SVCS 12/16/99 17:38 ts'409 764 3496 · ... Page 2of2 12116199 Based upon our c:oncems. a development permit can nor be issued for the fill within the floodplain as proposed with this project. The: project may be modified to address our concerns, or an appeal may be tiled in accordance with the DPDS. If you have any questions, please call me at (409) 764-3570. Sinccr~ly, ~~-,--~ JcffTondre1 P.B. Acting Assistant City Engineer xc: Tuu Callaway, Director of Development Services Marlt Smith, P .E., Director of Public Works Jane Kee, City Planner Natalie Ruiz, Dcvclopmc:nt Coordinator !dJoos ~003 I • I • I • • • • I • I • • •'' • II • 1 ·_ ,. .. 02 1!5100 TUE 11:21 FAX 972239382 0 Kimley -Horn and Associates, Inc . Floodplain Study Wolf Pen Plaza College Station, Texas Prepared For: The Seitz Group 6805 Hillcrest Avenue, Suite 200 Dallas, TX 75205 Prepared By: Kimley-Hom and Associates, In c. Suite 1800 12700 Park Central Drive Dallas, Texas 75251 (972)-770-1300 January 2000 ~ Kimley-Hom and Associates , Inc . G :\HYDRO\proj ccu\63006027\Report\wlfJPrt.doc DA LLA S (4)00 9 Th e Seitz Gro up ' I I I I I I I I ' I I I ' I I I I • 02 1 15 1 00 TUE 11:21 FAX 9722393820 DALLAS Kimley-Horn and Associates, Inc. The Seltz Group 3. Hydraulics 3.1 Method Description The hydraulic models for this study were prepared based on two -foot aerial topography that was obtained from NDMCE upon the direction of the City of College Station, and two.foot topography that was recently prepared for the project site by KHA. The effective FEMA FIS was prepared by NDMCE for the 1998 LOMR and CLOMR subrnittals . NDMCE submitted a CLOMR in September, 1998 for Clarke -Wyndaham Real Estate Investment Services and a LOMR in October, 1998 for sec Development Ltd. Both the CLOMR and the LOMR were submitted for developments that are located on Wolf Pen Creek within one mile downstream of the site proposed in this report. KHA received the effectiv e FEMA FIS model dated January 13 , 199 9 with thes e revi sions from NDMCE at direction of the City of College Station . 3.2 Work Study Maps Th e exis ting and proposed floodplain limits for the study are shown in Appendix B. 3.3 Roughness Coefficients The Roughness coefficients (Manning's "n") Values used in the Corrected Effective Model have been altered from the Duplicate Effective Model. Based on discussions with City staff, the Manning's "n" values used in the Effective FEMA model are higher than what is necessary to represent actual field conditions. The representative "n" values have been modified in the project reach only. The proposed project will improve the right overbank of the channel with in the property boundary and wHI not modify the main channel or the left overbank . A retaining wall wi.ll be constructed along outer portions of the right overbank. The right overbank will be regraded within the site property boundary . These improvements will lower the roughness coefficient of the right overbank . KHA used a lower roughness coefficient to represent the proposed conditions (i .e. wall and grading in front of the wall) within the project site along the right overbank . The roughness coefficient for the propoi;ed right ov erbank is based on the recommended Manning's "n" Values published in the City of College Station Drainage Poli cy and Design Standards . All of these improvement" to the right overbank are represented in the proposed project model. The Seitz Group (Wolf Pen Creek) Ci :\liYDR.0\projccts\63006027\Rcpon\wlLrprt .doc January , 2000 -5- ~01 0 I :'I fl I I I I I I I I I I I I I I I I - •• 02/!5100 TUE 11 :-21 FAX 9722393820 DALLAS Kimley-Horn and Associates , Inc . The Seit z Group Table 1: Manning's "n "Values River Stations OOW11$ueam to 163.00 0,015 166.10to176.SO 0.070 0.070 Main Channel All Models .ooss .ooso .0050 0.065 o.oss 3.4 Cross Section Description 3.4.1 Duplicate Effective Model Manning 's "11" V alut Ovcrb&lnk Duplicate Ri&bt Ovcrbank Proposed ve and Corrected Effective Models Project Model o.07S 0.075 0.070 0.065 0.070 0.070 0.06S 0 .06S ay effective FIS models. KHA has labeled NDMCE provided KHA with both the floodplain and floodw this model as the Duplicated Effective model in this report. M within project vicinity, are summarized in Table 2 with comp odel results for the 100 year discharge , uter output files located in Appendix A. lie model used is consistent with the As part of the analysis it is necessary to ensure that the hydrau previous study's paper copy results. This ensures that model version variation or keystroke errors do no t impact the modeling results . 3.4.2 Corrected Effective Models te the analysis of the Proposed Project. , KHA reviewed both the tloodplain and c noted that the geometric data in the two DMCE 's floodp lain and floodway models . tions in the title cards of both the flood way The NDMCE Duplicate Model was then annotated to facilita Although this study provides a revision to the floodplain on ly floodway models that were prepared by NDMCE. It should b cross sections 160.20 and 163.0 differ significantly between N NDMCE references geometric revisions to these two cross sec and floodplain models. However, only the NDMCE floodwa The NDMCE floodplain model had not been updated with th y model had been revised with these changes . The Seitz Group (Wolf Pen Creek) G:\HYDRO\projecu\63006027\R~pofl\wlf.rptt.doc cse changei;. ·January . 2000 ·6· ~ 1410 11 DEVELOPMENT PERMIT PERMIT NO. 99-500285B Wolf Pen Plaza FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE ST A TION CITY CODE SITE LEGAL DESCRIPTION: Lot 1, Wolf Pen Plaza DA TE OF ISSUE: 1/05/2000 OWNER: ZPN085 LTD 111 Princess Wilmington, NC 28470 910-763-4669 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: Full Permit for Site Construction SITE ADDRESS: 1909 Texas Avenue DRAINAGE BASIN: Wolf Pen Creek VALID FOR g_ MONTHS CONTRACTOR: A LOMR-F is required to be submitted within 60 days after completion of fill activity and must be approved prior to final issuance of the building certificate of occupancy. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as we ll as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion , siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets , or existing drainage facilities. I hereby grant this permit for development of an area INSIDE the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit app catio for the above named project and all of the codes and ordinances of the City of College Station that p . \-\~-CXJ Date I 1·13.ov Owner/ Agent Date Contractor Date ./ DEVELOPMENT PERMIT PERMIT NO . 99-500285B Wolf Pen Plaza FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 1, Wolf Pen Plaza DATE OF ISSUE: 1/05/2000 OWNER: The Seitz Group 6805 Hillcrest A venue, Ste 200 Dallas, TX 75205 (214) 360-0400 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: Full Permit for Site Construction SITE ADDRESS: 1909 Texas A venue DRAINAGE BASIN: Wolf Pen Creek VALID FOR !1_ MONTHS CONTRACTOR: A LOMR-F is required to be submitted within 60 days after completion of fill activity and must be approved prior to final issuance of the building certificate of occupancy. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state . The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets , or existing drainage facilities . I hereby grant this permit for development of an area INSIDE the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. 1 /7 /zooo Date 1 I Dote l )"I ) '2 .0~ Contractor Date DEVELOPMENT PERMIT PERMIT NO. 99-500285 Wolf Pen Plaza FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 1, Wolf Pen Plaza DATE OF ISSUE: 1/05/2000 OWNER: The Seitz Group 6805 Hillcrest A venue, Ste 200 Dallas , TX 75205 (214) 360-0400 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: SITE ADDRESS: 1909 Texas Avenue DRAINAGE BASIN: Wolf Pen Creek VALID FOR J_ MONTHS CONTRACTOR: Clearing, Demolistion, and Storage of Fill (outside of the Floodplain) ONLY No activity is allowed within the Wolf Pen Creek Dedication area near the creek. Erosion control fencing must be in place prior to fill being brought on to the site. This permit, being temporary , is valid only within sixty (90) days of the date shown below, and is not intended to allow the complete development of the site as proposed . Any work performed after the expiration of this permit is not covered , and is considered unauthorized. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition , placement and state . The Owner and/or Contractor shall be responsible for any damage to adjacent properties , city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction , erosion , and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area OUTSIDE the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of Col ge Station that apply . ~ 1kl-zcco I I Date Owner/ Agent ~ Date Contractor Date COLLEGE STATION P 0 . Box 9960 February 16, 2000 Mr. Kevin Gaskey, P.E. Kimley-Horn & Associates, Inc . 12700 Park Central Drive Suite 1800 Dallas, TX 75251 Via Facsimile@ 972-239-3820 RE: Wolf Pen Plaza, Seitz Group Floodplain Encroachment Study Dear Mr. Gaskey, 1101 Texas Avenue Tel : 409 764 3500 College Station , TX 77842 I appreciate your timely response to my letter of February 14, 2000 requesting justification of several manning roughness coefficients used in your January 5, 2000 Floodplain Encroachment Study for the Wolf Pen Plaza development. In your response dated February 15, 2000, you review the history of the dialogue between the Cit)' of College Station's representative Jeff Tondre and Kimley-Horn's representative . You do not address my request to justify the basis of the "engineering judgement" (see letter of December 17, 1999 from Dan Grant, El Analyst to Mr. Jeff Tondre, P .E .) used in selecting the parameters that we question. The city's primary concern is the protection of existing structures by no increase in the actual flood elevation as clearly stated in Mr. Tondre's letters of July 1, 1999, November 5, 1999 and December 16, 1999 and as required by the City of College Station's Drainage Policy and Design Standards. I would appreciate your addressing my original request in my letter of February 14, 2000 so that hopefully we can bring this issue to closure. Please feel free to contact me at (409) 764-3570. Sincerely, ~-4JP/~ Ted Mayo, P .E . Assistant City Engineer xc: Jim Callaway, Director of Development Services Jeff Tondre, P.E., Civil Engineer Natalie Ruiz, Development Coordinator Home of Texas A&M University COLLEGE STATION P. 0 . Box 9960 February 14, 2000 Mr. Kevin Gaskey, P .E. Kimley-Hom & Associates, Inc. 12700 Parle Central Drive Suite 1800 Dallas, TX 75251 Via Facsimile @ 972-239-3820 RE: Wolf Pen Plaza, Seitz Group Floodplain Encroachment Study Dear Mr. Gaskey, 1101 Texas Avenue Tel 409 764 3500 College Station , TX 77842 Qu.estions have been raised regarding some of the parameters used in the approved Floodplain Encroachment Study for the Wolf Pen Plaza development sealed by you on January 5, 2000 . After evaluation of your submissions by downstream interests and further review by city staff, we feel that further investigation should be preformed to insure the health, safety and welfare of our citize~s and community. The following parameters have been changed from the FEMA effective model, are in question, and must be adequately justified: • Left overbank manning's roughness coefficient between Holleman/Dartmouth intersection and the George Bush Drive proposed extension. • Channel manning's roughness coefficient between Holleman/Dartmouth intersection and the George Bush Drive proposed extension. • Right overbank manning's roughness coefficient between Holleman/Dartmouth intersection and the George Bush Drive proposed extension. • Left overbank manning's roughness coefficient between George Bush Drive proposed extension and Texa.5 Avenue. • Channel manning's roughness coefficient between George Bush Drive proposed extension and Texas Avenue. • Pre-project (corrective effective) right overbank manning's roughness coefficient between George Bush Drive proposed extension and Texas Avenue. • Post-project (proposed) right overbank manning's roughness coefficient between George Bush Drive proposed extension and Texas Avenue. We require that you investigate and formally report your findings to us by Friday, February 18 , 2000 . If adequate documentation, based upon sound engineering principles, is not submitted by this time frame, we will be forced to take appropriate action to insure the health, safety and Home of Texas A&M University welfare of our citizens and community . This may include stopping work on the project and requiring the contractor to immediately remove all fill from the flood plain . If y ou have any questions , please call me at (409) 764-3570. Si ncerely, ~ Ted Mayo, P.E. Assistant City Engineer xc: Jim Callaway, Director of Development Services Jeff Tondre, P.E., Civil Engineer Natalie Ruiz, Development Coordinator 290 285 € c: B 2eo i w 275 Wo Pen Creek Hydraulic Model ·.09 Wolf Pen Creek Existing Condition• Model ~ !< -.09 . . • ·----~___j 0 7 5 . ---·-·-·---)1---·· ·-· ' __________ ,_.,._ ··-· • ·------····-----·--·-... -.-··--·-6---·- 12117/1999 Legend EG 500 YR FLOWS WS 500 YR FLOWS .. -•· ·-' .... EG 100 YR FLOWS ·---· .... ··- WS 100YR FLOWS . --·-.. EG 50 YR FLOWS ____ ,..___ _____ , ___ - --~~ SO)f.;.~~o~~ . EG 10 Y.R FLOWS . WS 10~LOWS -·-·. ---·-- Ground • Bank Sta 270 1000 ~f"' I I ,-··:-~--r---r-·-T ~-..__,..~~.......,-~....-.--,.~~~~ 1100 1200 1300 1'400 1500 1600 1700 Station (M) 10. d Kimley-Horn and Ass ociates , Inc . TRANSMITTAL Date: Octob er 26, 1999 To: N atali e Ruiz City of Coll ege Sta ti o n 11 01 Texas Avenue Coll ege Sta ti on, TX 77 842 We are sending you: 12700 PARK CENTRAL DRIVE SUITE 1800 DALLAS, TEXAS 75251 9721770-1300 TEL 972/239-3820 FAX Job Number: 06 3006027 Via : Fed Ex Re: Wolf Penn Pla za v" Enclosed 0 Under Separate Cover Via __ the following items : 0 Shop Drawings 0 Prints/Plans 0 Samples 0 Spec ifications 0 Change Order 0 Other --------------- r·l;'l¥~·li-1§iilllM·--i 2 F loo d Studies These are transmitted as checked below: 0 For your use 0 As reques ted 0 Approved as subm itted 0 Resubmit __ copies for approval 0 Approved as noted 0 Submit __ cop ies for distribution 0 For review and comment 0 Returned for correc ti ons 0 Return __ corrected pr ints Remarks: cc: File Signed: Chris Frysinger • Floo dplain Study Wolf Pen Plaza College Station, Texas Prepared For : The Seitz Group 6805 Hillcrest A venue, Suite 200 Dallas, TX 75205 Pre pared By: Kimley-Hom and Associates, Inc . Suite 1800 12700 Park Centra l Drive Dallas, Texas 75251 (972)-770-1300 © Kimley-Hom and Associates , Inc. September 1999 11111"'1--lrll Kimley-Horn lllllliii...J ~ _J and Associates , Inc . Kimley-Horn and Associates, Inc. Floodplain Study Wolf Pen Plaza College Station, Texas Prepared For: The Seitz Group 6805 Hillcrest A venue, Suite 200 Dallas , TX 75205 Prepared B y: Kimley-Hom and Associates, Inc . Suite 1800 12700 Park Central Drive Dallas, Texas 75251 (972)-770-1300 September 1999 © Kimley-Hom and Associates, Inc. G :\HYDRO\projects\63006027\Report\wlf_rprt.doc The Seitz Group Kimley-Horn and Associates, Inc. The Seitz Group Table of Contents Appendices .................................................................................................................................................................... ii List of Tables ................................................................................................................................................................ ii 1. Introduction ........................................................................................................................................................... I 1.1 Authority ........................................................................................................................................................... 1 1.2 History .............................................................................................................................................................. 1 1.3 Purpose of Study ............................................................................................................................................... 1 1.4 Location ............................................................................................................................................................ 2 1.5 General Site Characteristics .............................................................................................................................. 2 1.5 .1 Landscape ................................................................................................................................................ 2 1.5 .2 Soils ......................................................................................................................................................... 2 1.6 Methodology ..................................................................................................................................................... 2 1.7 Results ............................................................................................................................................................... 2 2. Hydrology ............................................................................................................................................................ .4 2.1 Method Description ......................................................................................................................................... .4 2.2 Model Des cription ............................................................... : ........................................................................... .4 3 . Hydraulics ............................................................................................................................................................. 5 3.1 Method Description ......................................................................................................................................... .5 3.2 Work Study Maps ............................................................................................................................................. 5 3 .3 Roughness Coefficients ..................................................................................................................................... 5 3.4 Cross Section Description ................................................................................................................................ 6 3.4 . l Duplicate Effective Model ....................................................................................................................... 6 3.4.2 Corrected Effective Models ..................................................................................................................... 6 3.4 .3 Proposed Project Models ......................................................................................................................... 7 3 .6 Final Results ..................................................................................................................................................... 8 3 .6 .1 Hydraulic Analysis Results ...................................................................................................................... 8 4. References ............................................................................................................................................................. 9 The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -i- Kimley-Horn and Associates , Inc. Ap pendi x A: HEC-2 Models Duplicate Effective Model -Floodplain Corrected Effective Model-F loodplain Proposed Project Model -Floodplain Appendix B: Exhib it Maps, Stream Profiles, and Cross-Sections The Seitz Group Appendices List of Tables Table 1: Manni ng's "n" Valu es ...................................................................................................................................... 6 Table 2 : Comparison of Water Surface Elevations ........................................................................................................ 8 Table 3: Summary of Corrected Effective and Proposed-Project Hydraulics ................................................................ 8 This document, together with the concepts and designs presented herein , is an instrument of services intended on ly for the specific purpose and clie nt for which it was prepared . Reuse of and improper reliance on this docu ment without written authorization and adaptation by Kimley-Hom and Associates, Inc . s hall be without liability to Kimley-Hom and Associates , In c. The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt .doc September, 1999 -ii- Kimley-Horn and Associates, Inc. The Seitz Group 1. Introduction 1.1 Authority The Seitz Group, Inc. retained the services of Kimley-Horn and Associates, Inc . for the evaluation of floodplain impacts to Wolf Pen Creek. This report will describe the overall characteristics of the overbank improvements to Wolf Pen Creek and the associated adjustments to the floodplain. It will also include supporting technical documentation for the floodplain delineation. Acting on behalf of the client, contacts for the study are as follows: Kevin Gaskey, P.E. Dan Grant, E.I. Kimley-Horn and Associates, Inc. 12700 Park Central Drive, Suite 1800 Dallas, Texas 75251 (972) 770-1300 1.2 History Wolf Pen Creek and its watershed are located in Brazos County. Wolf Pen Creek is a tributary of Carters Creek. The drainage area includes the eastern half of Texas A&M University east toward State Highway 6 and beyond to its confluence with Carters Creek. 1.3 Purpose of Study Portions of the subject property currently lie within a Federal Emergency Management Agency (FEMA) designated Zone AE, which is an area of 100-year flood with base flood elevations and flood hazard factors determined. The remaining portion of the property is designated as Zone X, which is an area outside the 100-year floodplain. Subsequent to the FEMA maps, Nathan D . Maier Consulting Engineers (NDMCE) submitted a letter of map revision for Wolf Pen Creek. Their hydraulic model covered this property, although the revised flood boundary maps considered only their client's property. The purpose of this study is to, first determine if a portion of the site can be reclaimed from the 100-year floodplain based on the NDMCE map revision, and then to provide design data to the City that indicates a "no rise" condition for the 100-year event in the built out condition. The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -1- Kimley-Horn The Seitz Group and Associates, Inc. 1.4 Location The site is located on the northeast corner of Texas Ave and Holleman Drive, downstream of the Texas Ave bridge. The site is bounded by Texas Ave to the southwest, Wolf Pen Creek to the north and northeast, and Holleman Drive to the so utheast. Tributary "A" outfalls into Wolf Pen Creek from the west at the northeast border of the site . 1.5 General Site Characteristics 1.5.1 Landscape The upland areas of the site are abandoned building foundations with light brush. The low-lying areas adjacent to the channel are a combination of heavy brush and trees. The existing Wolf Pen Creek main channel is "V" shaped with side slopes from I: 1 to 2: 1. Portions of the channel are incised. There are areas of local erosion along the banks throughout the project reach . 1.5.2 Soils Based on local soil surveys, soils within the site are primarily ligniferous clays and sands. The zone most adjacent to Wolf Pen Creek indicates soils with high plasticity indeces and low strength. Other zones within the site contain high plasticity clays with considerable compressive strength, indicating that these soils are not erosive to moderate stream velocity. 1.6 Methodology KHA applied the NDMCE HEC-2 analysis to the stream reach utilizing identical hydrology . KHA then developed a corrected effective hydraulic model that incorporated three additional cross sections through the subject property. The purpose of this modification was to facilitate the no-rise investigation . 1.7 Results KHA applied and mapped the NDMCE floodplain and floodway boundaries. Improvements on the subject site are partially within the 100-year flood fringe, but are entirely outside the 100-year floodway, per the previous hydraulic studies of NDMCE. Based on City concurrence, a LOMR shall be submitted to FEMA depicting the NDMCE floodplain/floodway boundaries . The site shall be developed consistent with these boundaries , and ultimately a LOMR based on fill may be submitted. The Seitz Group (Wolf Pen Creek) G :\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -2- Kimley-Horn and Associates , Inc. The Seitz Group KHA has evaluated the impact of the floodplain encroachment, and finds no increase in water surface elevations for the 100-year event. The Seitz Group (Wolf Pen Creek) G :\HYDRO\projects\63006027\Report\wlf_rprt .doc September, 1999 -3- Kimley-Horn The Seitz Group and Associates , Inc. 2. Hydrology 2.1 Method Description Discharge val ue s were obtained from the effective FEMA FIS and are consistent with the LOMR submitted for SCC Development, Ltd. by NDMCE in October, 1998 and the CLOMR submitted for Clarke-Wyndham by NDMCE in September, 1998. 2.2 Model Description Tributary "A" outfalls into Wolf Pen Creek from the west at the northern border of the site. Flow values are increased at the cross sections downstream of Tributary "A" in each of the models to account for this outfall. The Floodplain Models (Duplicate Effective, Corrected Effective and Proposed Project) discharge values within project limits are: 10 year (upstream of Tributary "A") 10 year (downstream of Tributary "A") 50 year (upstream of Tributary "A") 50 year (downstream of Tributary "A") 100 year (upstream of Tributary "A") 100 year (downstream of Tributary "A") 500 year (upstream of Tributary "A") 500 year (downstream of Tributary "A") The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt .doc 2591 cfs 298 0 cfs 3571 cfs 4109 cfs 3969 cfs 4564 cfs 4800 cfs 5519 cfs September, 1999 -4- Kimley-Horn and Associates, Inc. The Seitz Group 3. Hydraulics 3.1 Method Description The hydraulic models for this study were prepared based on two-foot aerial topography that was obtained from NDMCE upon the direction of the City of College Station , and two-foot topography that was recently prepared for the project site by KHA. The effective FEMA FIS was prepared by NDMCE for the 1998 LOMR and CLOMR submittals . • NDMCE submitted a CLOMR in September, 1998 for Clarke-Wyndaham Real Estate Investment Services and a LOMR in October, 1998 for SCC Development Ltd. Both the CLOMR and the LOMR were submitted for developments that are located on Wolf Pen Creek within one mile downstream of the site proposed in this report. KHA received the effective FEMA FIS model dated January 13, 1999 with these revisions from NDMCE at direction of the City of College Station. 3.2 Work Study Maps The existing and proposed floodplain limits for the study are shown in Appendix B . 3.3 Roughness Coefficients The Roughness coefficients (Manning 's "n" Values) used in the Corrected Effective Model are identical to the roughness coefficients that were used in the Duplicate Effective Model. The roughness coefficients in the Duplicate Effective Model were established in the Effective FIS. Although these roughness coefficients are significantly higher than the recommended values published in City of College Station Drainage Policy and Design Standards for this type of weedy channel, KHA duplicated the roughness coefficients for existing conditions in the Corrected Effective model to match the roughness coefficients in the Duplicate Effective Model. The proposed project will improve the right overbank of the channel within the property boundary and will not modify the main channel or the left overbank. A retaining wall will be constructed along outer portions of the right overbank. The right overbank will be regraded within the site property boundary. These improvements will lower the roughness coefficient of the right overbank. KHA used a conservative roughness coefficient to represent the proposed conditions within the project site along the right overbank. The roughness coefficient for the proposed right overbank is based on the recommended Manning's "n" The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt .doc September, 1999 -5- Kimley-Horn and Associates, Inc. The Seitz Group Values published in the City of College Station Drainage Policy and Design Standards. All of these improvements to the right overbank are represented in the proposed project model. Table 1: Manning's "n" Values River Stations Manning's "n" Value Left Overbank Main Channel Right Overbank Duplicate Right Overbank Proposed Effective and Corrected All Models All Models Effective Models Project Model Downstream to 163.00 0 .090 .0075 0.090 0.090 166 .10 to 176.50 0 .090 .0075 0.090 0 .060 179.40 to 180.40 0 .090 .0075 0 .090 0 .090 180.40 to upstream 0.065 0 .055 0 .065 0 .065 3.4 Cross Section Description 3.4.1 Duplicate Effective Model NDMCE provided KHA with both the floodplain and floodway effective FIS models. KHA has labeled this model as the Duplicated Effective model in this report. Model results for the 100 year discharge, within project vicinity, are summarized in Table 2 with computer output files located in Appendix A. As part of the analysis it is necessary to ensure that the hydraulic model used is consistent with the previous study's paper copy results . This ensures that model version variation or keystroke errors do not impact the modeling results. 3.4.2 Corrected Effective Models The NDMCE Duplicate Model was then annotated to facilitate the analysis of the Proposed Project. Although this study provides a revision to the floodplain only, KHA reviewed both the floodplain and floodway models that were prepared by NDMCE. It should be noted that the geometric data in the two cross sections 160.20 and 163.0 differ significantly between NDMCE's floodplain and floodway models. NDMCE references geometric revisions to these two cross sections in the title cards of both the floodway and floodplain models. However, only the NDMCE floodway model had been revised with these changes. The NDMCE floodplain model had not been updated with these changes. The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -6- Kimley-Horn and Associates, Inc. The Seitz Group KHA revised the Duplicate Effective model based on its review of the effective FIS floodplain and floodway models and the most recent available topographical mapping. The geometric data for the two cross sections 160 .20 and 163.0 in the floodplain model was revised to match the updated geometry in the floodway model. KHA added three cross sections (166 .10, 173 .30, and 176.50) at the locations that best represent the improvements to the right overbank in the proposed project. KHA revised the geometric data in cross sections 171.80 , 175 .30, and 179.40, which are located within the project site . The geometric data in both the three additional cross sections and the revised cross sections located within the project site boundary is based on the two-foot topographical mapping that was recently produced for the project site , and the two-foot aerial topography obtained from the City of College Station. The recent site topography is limited to the outer edge of the right overbank and does not cover the main channel or the left overbank. The city topography covers the entire vicinity . Therefore the cross section data for outer portions of the right overbank is based on the recent site topography and the data for the main channel, left overbank, and the remaining inner portions of the right overbank are based on the city topography. The Floodplain Map in Appendix B shows both the site and city topography that was used to model the three additional cross sections and the revisions to the cross sections located within the project site boundary . In the Floodplain Map, the city topography is trimmed and removed within the project site property boundary and the recent site topography has replaced it. The re sulting model was used to determine the baseline exi sting conditions 100-year water surface elevations . Model results for the 100 year discharge are summarized in Tables 2 and 3 , with computer output files located in Appendix A and cross section plots in Appendix C. 3.4.3 Proposed Project Models The Proposed Project model is based on modifications to the Corrected Effective model to reflect proposed site development. The modifications to the Corrected Effective model consist of; clearing and regrading the right overbank, constructing a retaining wall along portions of the outer right overbank of the channel, and placing fill along portions of the outer right overbank of the channel. Model results are summarized in Tables 2 and 3, with computer output files in Appendix A and cross section plots in Appendix C. The Seitz Group (Wolf Pen Creek) G :\HYDRO\projects\63006027 \Report\wlf_rprt .doc September, 1999 -7- Kimley-Horn The Seitz Group and Associates, Inc. 3.6 Final Results 3.6.1 Hydraulic Analysis Results The proposed project will not increase the water surface elevations (due to a shift in the weighted conveyance with a more efficient right overbank) and thus complies with the City of College Station Drainage Policy and Design Standards. Tables 2 and 3 show the hydraulic modeling results of the 100 year discharge for Wolf Pen Creek within proposed project boundaries. Table 2: Comparison of Water Surface Elevations 100-Year Water Surface Elevations River Station Discharge Duplicate Corrected (cfs) Effective Effective Proposed-Project 166.10 4564 281 .21 281.20 171 .80 3969 283 .73 282 .95 282.87 173 .30 3969 283 .73 283 .63 175.30 3969 286 .27 284.93 284.78 176.50 3900 285.57 285.46 179.40 3900 287 .19 286 .39 286.37 Table 3: Summary of Corrected Effective and Proposed Project Hydraulics 100 year Water Surface River Elevations Station Corrected Proposed- Effective 166.10 281.21 171 .80 282 .95 173.30 283 .73 175 .30 284.93 176.50 285.57 179.40 286.39 The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\630060 27\Report\wlf_rprt .doc Pro.iect 281 .20 282 .87 283.63 284.78 285.46 286.37 Net Change in Water Surface (ft) -0 .01 -0.08 -0.10 -0.44 -0.15 -0 .02 100-Y ear Channel Velocity Corrected Effective 5.54 6.47 7.07 6.06 4.70 4.78 Proposed- Project 5.45 6.31 6.80 6.24 4.94 4 .82 September, 1999 -8- 4. Kimley-Horn The Seitz Group and Associates, Inc. References 1. Nathan D . Maier Consulting Engineers Request for a Letter of Map Revisio n W olf Pen Creek, College Station, Texas, October 199 8 . 2 . Nathan D. Maier Consulting Engineers Req ues t for a Conditional Letter of Map Revi sion Wolf Pen Creek, College Station, Texas, September 1998. 3. City of College Station. Drainage Policy and Design Standards, October 1990 . 4 . Flood Insurance Rate Map, Brazos County , Texas, Panel 48041C0144C. 5. Army Corp of Engineers., User Manual for HEC-2, September 199 1. The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 19 99 -9- Kimley-Horn and Associates , Inc. The Seitz Gro u p (Wolf Pen Creek) G:\HYDRO\proj ects\63006027\Report\wlf_rprt.doc The Sei tz Group Appendix A: HEC-2 Models September, 1999 Kimley-Horn and Associates , Inc . The Seitz Grou p (Wolf Pen Creek) G:\HYDRO\proj ects\63006027\Report\wlf_rprt.doc Th e Sei tz Gr oup Duplicate Effective Model -Floodplain September, 1999 1******************************************** * HEC -2 WATER SURFACE PROFILE S * * * Ve rs ion 4 .6.2; May 1991 * * RUN DATE 10S EP99 TIME * * * 11:05:49 * ******************************************** x x x x xxxxxxx xxxxx x x x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x xxxxxxx 10SEP99 11 :05:49 ************************************* HEC-2 WATER SURFACE PROFILES Ve r s ion 4.6.2; May 1991 ************************************* 11-14-95 using erv meyer•s f i le 11 WOLFAMPR 11 as a base model and new topo from clarke & windham, secns 124.00, 126.00, x x xxxxx 130.90, 135.60, & 145.60 were revised and model rerun to determine Limits at these sections. x 9-16-98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge lake. Stations 189.00 -223.20 Mod i fied to match FIS. Appears to be +/-450 ft. added into the NDM stationing At about Station 186.00 Revised 10/22/98 to remove f i ll in left bank at 160.20 and 163.00 Rev ised 01 /12/99 to correct channel reach length at 124.00-145.60 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST . COND. 10-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2R Revised 10/22/98 to remove fill i n left bank at 160.20 and 163.00 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS 0 2 0 0 .001977 0 0 Q J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW 0 -1 0 0 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 0 0 JS LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** J6 QT NC 1 -10 IHLEQ 4 0.09 10 SEP99 -10 !COPY 3941 .075 11:05:49 SUBDIV 5287 0.06 STRTDS 5645 0.1 RMI LE 6882 0.3 xxxxx x x x xxxxx x x xxxxxxx *************************************** * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITED * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 * * * * * *************************************** PAGE THIS RUN EXECUTED 10SEP99 11:05:49 WSEL FQ 0 0 CHNIM I TRACE 0 0 PAGE 2 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE X1 26.30 17 1153 1185 0 0 0 GR 250.0 1000 248.0 1030 246.0 1070 244.0 1100 242.0 1145 GR 240.0 1153 236.0 1156 235.0 1158 235.0 1168 236.0 1173 GR 238.0 1180 240.0 1185 242.0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 X1 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 1325 242.0 1535 GR 240.0 1545 238.0 1550 237.0 1553 238.0 1562 240.0 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1780 GR 260.0 1900 X1 45.60 16 1302 1335 700 500 830 GR 250.0 650 250.0 1018 248.0 1030 246.0 1060 244.0 1285 GR 242.0 1297 240.0 1302 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246.0 1380 250.0 1430 252.0 1460 254.0 1500 GR 256.0 1555 X1 49.20 17 1305 1335 150 300 360 GR 250.0 600 250.0 1015 246.0 1045 246.0 1260 244.0 1300 GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238.0 1320 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 .060 X1 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252.0 1050 250.0 1085 248.0 1200 248.0 1425 GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248.0 1795 250.0 1835 252.0 1870 QT 4 3949 5261 5515 6793 X1 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252.0 1060 250.0 1240 248.0 1280 246.0 1630 GR 240.0 1650 246.0 1670 248.0 1740 250.0 1750 254.0 1810 GR 256.0 1860 NC .065 .065 .060 .3 .5 X1 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266.0 1100 264.0 1300 262.0 1560 260.0 1675 GR 258.0 1790 256.0 1940 250.0 1960 248.0 1968 246.0 1990 GR 245.0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260.0 2430 260.0 2560 260.0 2665 266.0 2850 STATE HIGHWAY 6 WEST LANE, U/S IS MOST RESTRICTIVE (4-10' x 81) w•x H' ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE X1 70.00 12 1700 1742 100 100 100 GR 270.0 1000 268.0 1095 266.0 1190 264.0 1450 263.85 1700 GR 246. 11 1700 246.11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 2870 1 10SEP99 11 :05:49 PAGE 3 NC .015 SB 1.25 1.5 2.9 0 42 2 320 0 247.32 246. 11 X1 73.70 370 370 370 1.21 X2 1 255.32 263.85 BT 10 1000 270.0 0 1095 268.0 0 1190 266.0 0 BT 1450 264.0 0 1700 263.85 0 1742 263.85 0 2600 BT 264.0 0 2695 266.0 0 2780 268. 0 0 2870 270.0 BT 0 NC .070 .070 .060 SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE X1 75.10 18 1600 1630 100 150 140 GR 270.0 1000 270.0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258.0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 GR 254.0 1765 270.0 1765 270.0 2260 NC . 1 .3 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 77.70 22 1529 1570 190 310 260 GR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257.63 1287 GR 258.00 1299 256.00 1349 254. 70 1449 254.50 1503 252.50 1529 GR 246.30 1534 243.25 1549 246.61 1564 254.01 1570 257. 71 1623 GR 257.35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 GR 263.34 1907 270.0 1907 NC .075 .075 .065 SECTION CUTOFF AT HO LLE MAN R.O.IJ. AND LOWE'S BUILDING X1 80.80 15 1315 1355 320 230 310 GR 270.00 1000 263.4 1000 262.0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 GR 256.0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R.O.IJ. X1 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256. 0 1285 GR 254.0 1360 246.37 1370 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 270.0 1760 SECTION CUTOFF AT HOLLEMAN R.O.IJ. X1 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258.0 1290 256.0 1315 254.0 1410 GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 SECTION CUTOFF AT HOLLEMAN R.O.IJ. X1 88.15 12 1400 1445 280 230 260 GR 270.00 1000 263.6 1140 262.0 1270 260.0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254.0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 1 10SEP99 11:05:49 PAGE 4 SECTION CUTOFF AT SEARS SERVICE CENTER X1 91.90 14 1660 1705 450 200 375 GR 270.00 1470 266.0 1470 264.0 1540 262.0 1565 260.0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 1780 260.0 1815 270.0 1965 SECTION CUTOFF AT SEARS SERVICE CENTER X1 95.00 16 1181 1211 170 350 310 GR 266.01 1000 264.56 1057 263.16 1107 262.36 1157 262.36 1181 GR 253.06 1190 251.96 1207 256.94 1211 257.94 1257 259.44 1357 GR 259.84 1389 268.82 1457 270.32 1507 277.65 1607 282.35 1699 GR 280.36 1780 X1 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1420 260.0 1500 GR 258.0 1595 256.0 1620 254.0 1670 252.58 1675 260.0 1695 GR 262.0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512.5 .025 1567.5 .045 1675 X1 103.00 14 1512.5 1567.5 150 600 445 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1450 259.0 1480 GR 256.0 1490 255.0 1512.5 254.0 1512.5 254.00 1540 254.0 1567.5 GR 255.0 1567.5 256.0 1582 258.0 1588 270.0 1675 QT 4 3830 5195 5630 6940 -AMPHITHEATER DAM NH 4 .045 1296 .025 1374 .045 1408 .075 1584 X1 108.10 14 1310 1374 500 220 510 GR 274.0 1140 267.0 1233 257.0 1278 255.0 1296 255.0 1310 GR 254.0 1310 254.0 1342 254.0 1374 255.0 1374 255 .15 1385 GR 266.0 1408 268.0 1465 269.0 1510 270.0 1584 NC .065 .065 LAKE MOO I Fl ED TO REFLECT SILT NH 4 .075 1130 .045 1374 .025 1634 .045 1755 X1 112.00 16 1486 1634 360 320 390 GR 272.0 1000 270.0 1130 267.0 1318 265.0 1330 265.0 1345 GR 256.00 1374 255.00 1486 254.00 1486 254.0 1560 254.0 1634 GR 255.0 1634 256. 1645 263. 1672 264.0 1685 265.0 1714 GR 271.0 1755 NC .3 .5 LAKE MODIFIED TO REFLECT SILT NH 4 .045 1464 .025 1565 .045 1760 .075 1820 100 1 D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECTION X1 112.90 15 1473 1565 100 250 90 GR 272.0 1000 267.0 1432 256.0 1464 255.0 1473 254.0 1473 GR 254.0 1540 254.0 1565 255.0 1565 256.0 1578 265.0 1613 GR 265.0 1650 266.0 1658 269.7 1680 269.7 1760 272.0 1820 1 10SEP99 11:05:49 PAGE 5 D/S FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION X1 113.90 12 1418 1460 100 100 100 GR 271. 21 1000 270.4 1140 269.86 12 40 269.32 1340 269.04 1418 GR 254 .19 1418 254.19 1460 269.04 1460 270.11 1500 271.00 1600 GR 271.49 1700 272. 12 1800 NC .015 SB 1.25 1.50 2.9 0 42 2 400 0 255.34 254. 19 X1 116.20 230 230 230 1.15 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269.86 0 BT 1340 269.32 0 1418 269.04 0 1460 269.04 0 1500 BT 270.11 0 1600 271.00 0 1700 271.49 0 1800 272.12 BT 0 NC .075 .075 .055 X1 116. 70 15 1495 1587 50 50 50 GR 272.06 1000 271.48 1100 270.94 1200 270.4 1300 269.86 1385 GR 269.68 1445 264.0 1495 255.34 1520 255.34 1562 264.0 1587 GR 271.0 1650 271.24 1750 271.87 1850 272.5 1950 272.82 2050 QT 4 3711 5132 5763 7075 NC .1 .3 X1 119.20 9 1300 1337 250 250 250 GR 271.48 1000 264.0 1030 262.0 1290 260.0 1300 256.12 1310 GR 260.0 1337 264.0 1380 268.0 1465 272.5 1510 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 124.00 22 1070 1111 580 300 565 GR 272 1000 270 1003 268 1007 266 1010 264 1014 GR 266 1018 268 1070 266 1073 264 1075 262 1077 GR 260 1080 258 1083 256.42 1087 258 1091 260 1097 GR 262 1103 264 1106 266 1111 268 1149 270 1200 GR 272 1243 272 1314 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 126.00 22 1161 1244 240 180 300 GR 276 1000 274 1005 272 1012 270 1028 268 1059 GR 266 1133 266 1161 264 1177 264 1190 262 1221 GR 260 1225 258 1226 256 1232 258 1237 268 1244 GR 268 1257 268 1273 266 1285 268 1320 270 1341 GR 270 1380 272 1512 NC .090 .090 .075 SECTION UPDATED USING LATEST TOPO -NOV 6, 1995 X1 130.90 21 1010 1099 500 370 750 GR 276 1000 274 1010 272 1020 270 1029 268 1033 GR 266 1049 264 1056 258 1065 258 1082 264 1090 GR 266 1099 268 1149 268 1162 270 1265 272 1425 GR 272 1485 272 1520 274 1565 274 1593 276 1748 GR 278 1823 SECTION UPDATED USING LATES T TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob 1 - 10SEP99 11:05:49 PAGE 6 LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 X1 135.60 24 1860 1920 340 300 835 GR 277.5 1000 278 1184 276 1294 272 1321 270 1515 GR 270 1540 268 1550 268 1763 270 1848 270 1860 GR 268 1875 266 1880 263.14 1895 264 1900 266 1905 GR 268 1910 270 1920 272 1930 274 1945 276 1955 GR 278 1975 280 2035 282 2200 284 2290 QT 4 2837 3954 4444 5541 SECTION UPDATED USING LATES T TOPO-NO V 6, 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 X1 145.60 16 1610 1636 410 450 550 GR 280 1090 278 1127 275 1328 273 1580 272 1610 GR 265.95 1624 265.95 1624 266 1627 268 1630 270 1636 GR 272 1725 274 1756 276 1785 278 1814 280 1844 GR 280 1894 SECTION CUTOFF AT XMAS STORE X1 156.40 13 1135 1190 520 600 1080 GR 283.24 1120 283.24 1120 283.24 1120 274.0 1135 272.0 1145 GR 270.0 1150 267.52 1155 270.0 1175 272.0 1190 274.0 1260 ---- GR 276.0 1330 278.0 1370 280.0 1480 QT 4 2980 4109 4564 5519 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 160.20 15 1360 1400 250 220 380 GR 285 1000 284.11 1140 284 1175 277 1205 276.0 1240 GR 274.0 1290 272.0 1360 270.0 1365 266.79 1375 270.0 1385 GR 274.0 1400 276.0 1420 278.0 1470 280.0 1555 282.0 1610 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 163.00 16 1460 1492 350 240 280 GR 284.0 1230 282.5 1230 282 1245 280 1300 279 1343 GR 276 1368 276.0 1460 270.0 1475 268.98 1480 270.0 1485 GR 272.0 1492 274.0 1515 276.0 1600 278.0 1665 280.0 1690 GR 284.0 1745 QT 4 2591 3571 3969 4800 SECTION CUTOFF AT CAR WASH X1 171.80 11 1385 1415 400 480 850 GR 286.0 1340 284.09 1340 284.09 1340 276.0 1385 271.0 1400 GR 280.0 1415 282.0 1430 284.0 1520 286.0 1570 288.0 1690 GR 290.0 1730 X1 175.30 13 1310 1350 330 420 350 GR 286.8 1000 284.0 1150 282.0 1240 280.0 1290 278.0 1310 GR 270.72 1330 280.0 1350 282.0 1360 284.0 1380 290.0 1380 GR 290.0 1540 290.0 1565 290.0 1640 1 10SEP99 11 :05:49 PAGE 7 QT 4 2575 3520 3900 4740 NC .3 .5 100 1 D/S OF BOX CULVERT ON TEXAS AVENUE X1 179.40 13 1110 1160 310 410 410 GR 286.6 1000 286.0 1010 284.0 1083 282.0 1095 280.0 1110 GR 273.16 1130 280.0 1160 282.0 1170 284.0 1190 284.0 1215 GR 290.0 1340 290.0 1385 290.0 1460 D/S FACE BOX CULVERTS ON TEXAS AVENUE X1 180.40 11 1235 1266.3 160 60 10 0 GR 290.0 800 289.4 1000 286.6 1235 273.01 1235 273. 01 1266.3 GR 286.5 1266.3 286.0 1410 286.0 1500 286.4 1590 287.2 1625 GR 290.5 1640 NC .015 SB 1.25 1. 5 2.9 0 31.3 1.3 300 0 273. 01 273.01 X1 181.12 112 112 112 X2 1 283.01 286.6 BT 9 800 290.0 0 1000 286.6 0 1235 286.75 0 BT 1266.3 286.75 0 1410 286.6 0 1500 286.6 0 1590 BT 286.8 0 1625 287.2 0 1640 290.5 0 NC .065 .065 .055 . 1 .3 NDM STATION 186.00 100 1 U/S BOX CULVERTS X1 182.40 11 1185 1270 100 100 100 GR 290.0 800 289.4 1000 286.6 1150 286.0 1185 273.8 1207 GR 273.8 1215 284.0 1250 286.0 1270 288.0 1300 288.0 1555 GR 290.0 1620 NDM STATION 189.00 X1 185.50 12 1370 1435 260 390 300 GR 295.0 1000 295.0 1310 288.0 1310 286.0 1370 276.3 1400 GR 276.3 1403 288.0 1435 290.0 1470 292.0 1545 294.0 1660 GR 298.0 1840 300.0 1880 NDM STATION 191.50 X1 188.00 8 1425 1490 150 270 250 GR 290.0 1060 288.0 1370 286.0 1425 276.75 1462 286.0 1490 GR 288.0 1500 290.0 1510 300.0 1765 QT 4 2560 3464 3855 4675 NDM STATION 194.30 X1 190.80 13 1235 1280 230 200 280 GR 295.0 1175 288.0 1185 286.0 1235 277.5 1258 277.5 1262 GR 284.0 1280 286.0 1355 290.0 1395 292.0 1435 294.0 1490 GR 296.0 1530 298.0 1585 300.0 1610 10SEP99 11: 05 :49 PAGE 8 NC .075 NDM STATION 197.00 X1 193.50 12 1252 1297 275 320 270 GR 295.0 1210 289.0 1210 288.0 1240 286.0 1252 278.1 1275 GR 286.0 1297 288.0 1320 290.0 1345 294.0 1410 296.0 1490 GR 298.0 1570 300.0 1610 NDM STATION 199.00 X1 195.50 12 1292 1380 200 150 200 GR . 295.0 1260 288.0 1260 280.0 1311 279.0 1315 280.0 1322 GR 286.0 1340 288.0 1355 290.0 1380 292.0 1500 296.0 1560 GR 298.0 1620 300.0 1690 NC .085 .085 .050 QT 4 1050 1391 1536 1830 NDM STATION 201.00 X1 197 .50 13 1290 1350 380 130 200 GR 300.0 1160 293.5 1170 292.0 1230 290.0 1255 286.0 1275 GR 284.0 1290 280.5 1320 282.0 1330 284.0 1350 290.0 1380 GR 296.0 1470 298.0 1610 300.0 1655 NDM STATION 203.00 X1 199.50 10 1230 1290 150 230 200 GR 300.0 1140 293.5 1150 292.0 1170 286.0 1230 282.0 1260 GR 286.0 1290 296.0 1380 298.0 1415 300.0 1455 302.0 1520 NDM STATION 207.00 X1 203.50 12 1355 1375 320 410 400 GR 300.0 1000 298.0 1015 296.0 1100 296.0 1285 294.0 1285 GR 288.0 1355 286.1 1370 286.0 1375 294.0 1410 296.2 1410 GR 298.0 1792 300.0 1800 NDM STATION 209.00 X1 205.50 14 1198 1215 180 130 225 GR 300.0 1000 298.0 1080 294.0 1140 292.0 1160 290.0 1180 GR 288.0 1198 287.0 1205 288.0 1215 290.0 1225 294.0 1250 GR 296.0 1275 298.0 1300 298.0 1380 300.0 1390 NDM STATION 210.80 X1 207.30 10 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 1158 296.0 1168 290.0 1185 GR 287.5 1195 290.0 1210 296.0 1233 300.0 1250 302.0 1400 NC .3 .5 NDM STATION 213.30 X1 209.80 10 1250 1265 250 240 250 GR 306.0 1000 304.0 1061 302.0 1140 300.0 1180 298.0 1197 GR 290.0 1250 289.0 1255 290.0 1265 300.0 1265 300.8 1430 NDM STATION 215.30 10SEP99 11:05:49 PAGE 9 X1 211.80 12 1295 1310 150 180 200 GR 310.0 1000 308.0 1060 306.0 1100 304.0 1190 300.0 1265 GR 294.0 1295 291.0 1308 294.0 1310 298.0 1345 300.0 1360 GR 300.7 1380 300.8 1580 NDM STATION 215.90 X1 212.40 18 1101.9 1114.1 90 30 60 GR 308.1 820 308.0 830 304.0 1000 302.0 1070 298.0 1086 GR 290.96 1101.9 290.96 1102 290.96 1102.8 290.96 1105 290.96 1108 GR 290.96 1111 290.96 1113.2 290.96 1114 290.96 1114.1 298.0 1129 GR 300.6 1175 300.6 1210 320.0 1210. 1 NC .024 SB 1.25 1. 5 2.9 0 8.5 0 55 0 290.96 290.96 NDM STATION 216.30 X1 212.80 40 40 40 X2 1 297.46 300.60 BT 18 820 308.1 0 830 308.0 0 1000 304.0 0 BT 1070 302.0 0 1086 301.3 0 1101.9 300.6 0 1102 BT 300.6 0 1102.8 300.6 0 1105 300.6 0 1108 300.6 BT 0 1111 300.6 0 1113.2 300.6 0 1114 300.6 0 BT 1114.1 300.6 0 1129 300.6 0 1175 300.6 0 1210 BT 300.6 0 1210.1 320.0 0 NC .050 .050 .045 NDM STATION 216.50 1 1 1 X1 213.00 GR 308. 1 GR 300.0 GR 300.0 NDM STATION X1 215.70 GR 307.0 GR 294.0 GR 306.0 NC NDM STATION X1 217.60 GR 305.9 GR 296.2 GR 304.0 NDM STATION X1 219. 70 GR 306.0 GR 300.0 10SEP99 13 1000 1300 1380 219.20 13 1000 1240 1380 221.10 14 1000 1175 1230 223.20 9 1000 1115 11 :05 :49 1315 308.0 298.0 300.0 1225 306.0 296.0 308.0 1150 306.0 296.2 306.0 1085 304.0 302.0 1345 1055 1315 1395 1255 1055 1250 1395 .1 1210 1030 1185 12 45 11 20 10 55 112 0 20 306.0 292.5 320.0 230 304.0 298.0 310.0 .3 300 306.0 298.0 308.0 170 302.0 308.0 20 1135 1330 1395 290 1190 1255 1420 300 1085 1195 1265 210 1085 1150 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VAR Y FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11:05:49 20 304.0 292.5 270 302.0 300.0 190 304.0 300.0 310.0 210 300.0 310.0 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 50-YR.FLD .·H YPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q 0 3 0 0 .001977 J2 NPROF !PLO T PRFVS XSECV XSECH FN ALLDC · IBW 2 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11:05:49 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 -EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS -NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS 4 0 .001799 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 3 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11:05:49 Q IBW T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 500-YR.FLD.-HYPOTHETICAL STORM --W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 !CHECK INQ NINV !DIR STRT METRIC HVINS Q 0 5 0 .001977 WSEL CHNIM WSEL 247.44 CHNIM 1190 1338 1205 1275 1150 1200 1290 1090 1170 WSEL FQ 302.0 298.0 298.0 302.0 300.0 302.0 297.0 !TRACE FQ !TRACE FQ 1225 1345 1225 1340 1170 1210 1100 PAGE 10 PAGE 11 PAGE 12 PAGE 13 1 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 15 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11:05:49 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* IBW CHNIM !TRACE THIS RUN EXECUTED 10SEP99 NOTE-ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 SECNO XLC H ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH 26.300 .00 .00 .00 235.00 3941.00 246.50 244.81 246.67 19.94 4.85 26.300 .00 .00 .00 235.00 5287.00 247.14 245.45 247.31 20.16 5.08 26.300 .00 .00 .00 235.00 5645.00 247.44 245.43 247.59 17.99 4.89 26.300 .00 .00 .00 235.00 6882.00 247.82 246.01 247.99 19.80 5.25 * 37.300 1100.00 .00 .00 237.00 3941.00 247.50 243.79 247.56 8 .68 2.97 * 37.300 1100.00 .00 .00 237.00 5287.00 248.19 244.27 248.27 10.23 3.39 37.300 1100.00 .00 .00 237.00 5645.00 248.42 244.36 248.50 10.23 3.45 37.300 1100.00 .00 .00 237.00 6882.00 248.90 244.69 249.00 11 .64 3.80 * 45.600 830.00 .00 .00 237.50 3941.00 248.31 245.89 248.53 21.04 5.21 * 45.600 830.00 .00 .00 237.50 5287.00 249. 12 246.79 249.37 23.10 5.75 * 45.600 830.00 .00 .00 237.50 5645.00 249.34 246.85 249.59 23. 17 5.83 * 45.600 830.00 .00 .00 237.50 6882.00 249.92 247.27 250.21 25.09 6.28 49.200 360.00 .00 .00 237. 70 3941.00 248.96 247.33 249.22 31.34 5.80 49.200 360.00 .00 .00 237.70 5287.00 249.79 247.84 250.06 31.84 6.20 49.200 360.00 .00 .00 237. 70 5645.00 250.01 247.99 250.28 31.61 6.26 49.200 360.00 .00 .00 237.70 6882.00 250.63 248.35 250.89 30.89 6.44 55.000 580.00 .00 .00 239.00 3941.00 250. 17 248.59 250.27 17.59 3.95 * 55.000 580.00 .00 .00 239.00 5287.00 250.93 248.93 251.03 15 .57 3.95 * 55.000 580.00 .00 .00 239.00 5645.00 251. 13 248.96 251.22 15.07 3.95 * 55.000 580.00 .00 .00 239.00 6882.00 251.69 249.29 251. 79 14.43 4.02 61.000 600.00 .00 .00 240.00 3949.00 250.81 248.48 250.89 12.89 3.40 61.000 600.00 .00 .00 240.00 5261.00 251. 52 248. 79 251.61 13.44 3.68 61. 000 600.00 .00 .00 240.00 5515.00 251.69 248.86 251. 78 13.06 3.68 61.000 600.00 .00 .00 240.00 6793.00 252.24 249.12 252.35 13.66 3.92 * 69.000 800.00 .00 .00 245.00 3949.00 253.20 252.24 254. 76 153.97 10.22 * 69.000 800.00 .00 .00 245.00 5261.00 253.94 253.29 256.05 181.03 11.94 * 69.000 800.00 .00 .00 245.00 5515.00 254.06 253.47 256.27 186.79 12.27 69.000 800.00 .00 .00 245.00 6793.00 254.62 254.47 257.37 211.16 13.74 10SEP99 11:05:49 SEC NO XLCH EL TRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH 70.000 100.00 .00 .00 246. 11 3949.00 254.69 252.59 256.56 175.96 10.96 70.000 100.00 .00 .00 246.11 5261 .00 255.69 253.95 258.34 226.13 13.08 70.000 100.00 .00 .00 246.11 5515.00 255.86 254.20 258.67 236.18 13.47 70.000 100.00 .00 .00 246. 11 6793.00 256.63 255.43 260.30 287.26 15.37 73. 700 370.00 263.85 255.32 247.32 3949.00 256.67 .00 258.24 8.54 10.05 ----- PAGE 14 11:05:50 AREA .01K 1809.68 882.60 2290.71 1177 .49 2519.74 1330.93 2824.26 1546.57 2336.41 1337.28 2732.00 1652.61 2869.83 1764.80 3179.17 2017.00 1486.74 859.11 1799.84 1099.92 1889. 16 1172. 78 2125.59 1373.81 1361.12 703.94 1681.42 936.99 1769.45 1004.08 2268.35 1238.16 2028.40 939. 75 2613.57 1340.01 2767.12 1454.36 3219.31 1811.46 2037. 71 1099.77 2484.67 1435 .10 2603. 18 1526.08 2995.76 1837.73 413.29 318.25 479.46 391.01 490.48 403.53 544.48 467.47 PAGE 15 AREA .01K 360.37 297.70 402.32 349.85 409.40 358.86 441.84 400.79 392.78 1351.23 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 73. 700 73. 700 73. 700 75. 100 75. 100 75 .100 75. 100 77.700 77.700 77.700 77.700 80.800 80.800 80.800 80.800 83.600 83.600 83.600 83.600 85 .550 85.550 85.550 85.550 88. 150 88. 150 88.150 88. 150 91.900 91.900 91.900 91.900 95.000 95.000 95.000 95.000 10SEP99 SEC NO 98.550 98.550 98.550 98.550 103.000 103.000 103.000 103 .000 108.100 108. 100 108. 100 108. 100 112.000 112.000 112.000 112.000 112.900 112.900 112.900 112.900 113.900 113.900 113.900 113.900 116. 200 116.200 370 .00 37 0 .00 370.00 140.00 140.00 140.00 140.00 260.00 260.00 260 .00 260.00 310.00 310 .00 310.00 310.00 280.00 280.00 280 .00 280.00 195 .00 195.00 195.00 19 5.00 26 0.00 260.00 260.00 260.00 375.00 375.00 375. 00 375.00 310.00 310.00 310.00 310.00 11 :05:49 XLCH 355.00 355.00 355.00 355.00 445.00 445.00 445.00 445.00 510.00 510.00 510.00 510.00 390.00 390.00 390.00 390.00 90 .00 90.00 90.00 90 .00 100.00 100.00 100.00 100 .00 230.00 230.00 263.85 263.85 263.85 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .DO .00 .00 .OD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 269.04 269.04 255 .32 255 .32 255 .32 .O D .00 .00 .00 .DO .00 .D O .00 .DO .00 .DO .DO .O D .DO .O D .D O .DO .OD .OD .OD .OD .OD .DO .OD .DO .D O .O D .D O .D O .DO .DO .OD ELLC .D O .DO .DO .D O .OD .DO .DO .DO .00 .DO .00 .DO .00 .00 .00 .00 .00 .00 .00 .DO .00 .00 .00 .DO 265.3 4 265.34 247.32 247 .32 247.32 245 .93 245.93 245.93 245 .93 243.25 243.25 243.25 243.25 246.39 246.39 246.39 246.39 246.37 246.37 246.37 246.37 246.64 246.64 246.64 246.64 246.61 246.61 246.61 246.61 247.49 247.49 247.49 247 .49 251. 96 251 .96 251 .96 251 .96 ELM IN 252.58 252.58 252.58 252.58 254 .00 254 .00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.19 254. 19 254. 19 254. 19 5261.00 5515.00 6793.00 3949.00 5261 .00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3949 .00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3949 .00 5261.00 5515.00 6793.00 Q 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3830.00 5195.00 5630 .00 6940 .00 3830 .00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3830 .00 5195.00 5630.00 6940.00 255.34 3830 .00 255.34 5195.00 260.60 261.43 262.62 258.60 262.36 263. 14 264.84 259.00 262.50 263.26 264.95 259 .32 262.58 263.32 264.99 259.76 262.69 263 .40 265.05 260.56 262 .91 263.56 265. 15 261.33 263.27 263.85 265.34 262.23 263.84 264.32 265.70 263. 15 264.50 264.89 266.15 CWSEL 263.80 265.05 265 .38 266.55 263.85 265.05 265.38 266.52 264.05 265.24 265.54 266.65 264.25 265.52 265.85 267 .02 264.20 265.45 265 .76 266.92 263.66 264.59 264.78 265.59 264. 12 266.67 .DO .00 .00 255.37 256.09 256.12 256.79 252. 71 256 .06 256.30 257.16 256.48 257.00 257 .11 257 .52 257.49 258.44 258 .50 259.14 257.53 258.25 258.36 258 .99 258.01 258 .57 258.76 259.40 259.26 259.84 259.87 260.47 260.51 261 .13 261.17 261.53 CRIWS 259.47 260. 10 260.23 260.77 258.82 259.70 259.86 260.64 258. 16 258.96 259. 19 259.87 256.63 257.05 257 .18 257.54 257.66 258.41 258.63 259.27 260.53 261 .97 262.39 263.63 .00 .00 261.98 262.77 264.36 258.81 262.45 263 .22 264.92 259. 11 262.53 263.29 264.97 259.46 262.62 263.36 265.02 260.08 262.78 263.47 265. 10 260.77 263.02 263.66 265.22 261.54 263.43 263.98 265.46 262.42 264 .01 264.47 265.84 263.36 264.70 265 .08 266.31 EG 263.89 265 .13 265.46 266.62 264.11 265.37 265.69 266.85 264.25 265.52 265.84 267.01 264.28 265.57 265.89 267.07 264.35 265.66 266.00 267.19 265. 10 266.79 267.27 268.85 265.79 268.52 5.54 5.13 6.21 16 .14 5.38 4.44 3.86 8.64 2. 12 1.66 1.28 15.60 4.27 3.20 2.24 36.93 9.39 6.80 4.31 30.56 13.39 10.37 6.92 28.50 17.04 13.86 10. 12 27.35 19.27 16.59 13.22 31 .82 24.57 21.66 17.07 10*KS 12.38 10.33 9.38 7.68 3.36 3.61 3.48 3.42 2.24 2.73 2.91 3. 14 .30 .35 .37 .40 1.50 1.81 1 .92 2.05 69.70 97.74 108.87 133.90 9.65 8.48 9.43 9.31 10.57 4.85 3.37 3. 16 3. 15 3 .58 2 .08 1.90 1.78 4.02 2.53 2.26 2.04 5.86 3.53 3.12 2.68 4.64 3.66 3.36 3.01 4.43 3.96 3.71 3 .47 4.42 4.19 4.01 3.89 4.84 4.68 4.51 4.31 VCH 3.12 3.14 3.06 2.99 4.89 5.47 5.48 5.79 4.06 4.83 5.07 5.60 557.90 2236.05 592.62 2433.76 642. 75 2725. 04 1310.09 982.87 2473.95 2268.25 2740.67 2617.98 3318.76 3456.92 2082.66 1343.46 4416.48 3612.23 4973.46 4274.28 6447.81 6007.25 1610.14 999.78 3575.24 2544.56 4188.62 3083.44 5611.76 4542 .13 1109.63 649.79 2653.99 1716 .53 3163.33 2115 .17 4405.14 3271.72 1179 .64 714.34 2157 .81 1437 .62 2511.86 1712.22 3460.20 2583.24 1159.04 739.69 1808.51 1274.64 2063.99 1481.26 2787.95 2135.08 1216.56 755.07 1714.31 1198.46 1877.41 1353.96 2409.00 1868.44 1164.29 700.05 1620.03 1061.27 1766.20 1184.97 2282.49 1644.08 PAGE 16 AREA .01K 1819.29 1122.31 2472.67 1637.24 2671.45 1800.44 3427.56 2452.01 1273.37 2155.67 1656.57 2768.98 1774.92 2954.63 2231.36 3670.97 1208.99 2557.13 1402.09 3145.49 1451.35 3300.06 1646.89 3916.73 1.51 2842.64 7038.64 1.79 3312.48 8734.65 1.87 3439.51 9197.65 2.06 3909.94 10969 .99 3.38 1357.97 3126.80 4.01 1592.26 3858.79 4 .20 1661.39 4061.22 4.61 1922.05 4852.52 9 .63 11.90 12.66 14.50 10.38 10.92 397.75 436.72 444.81 478.75 458.76 525.48 539.59 599.76 368.98 1232.91 475.84 1783.65 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 116.200 116.200 116. 700 116.700 116.700 116.700 119.200 119 .200 119.200 119 .200 124.000 124.000 124.000 124.000 10SEP99 SECNO 126.000 126.000 126.000 126.000 130.900 130.900 130.900 130.900 135.600 135.600 135.600 135.600 145.600 145.600 145.600 145.600 156.400 156.400 156.400 156.400 160.200 160.200 160.200 160.200 163.000 163.000 163.000 163.000 171 .800 171.800 171.800 171.800 175.300 175.300 175 .300 175 .300 179.400 179.400 179.400 179.400 10SEP99 SEC NO 180.400 180.400 230.00 230.00 50.00 50.00 50.00 50.00 250.00 250 .00 250.00 250.00 565.00 565.00 565.00 565.00 11:05:49 XLCH 300.00 300.00 300.00 300.00 750.00 750.00 750.00 750.00 835.00 835.00 835.00 835.00 550.00 550.00 550.00 550.00 1080.00 1080.00 1080.00 1080.00 380.00 380.00 380.00 380.00 280.00 280.00 280.00 280.00 850.00 850.00 850.00 850.00 350.00 350.00 350.00 350.00 410.00 4 10.00 410.00 410.00 11 :05:49 XLCH 100.00 100.00 269.04 269.04 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 0 .00 .00 ELTRD .00 .00 265.34 265.3 4 .00 .00 .00 .00 .00 .00 .0 0 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .OD .00 .00 .00 .00 .00 .00 .00 .00 ,.00 .00 255.34 255.34 255.34 255.34 255.34 255.34 256. 12 256.12 256.12 256.12 256.42 256.42 256.42 256.42 ELMIN 256.00 256.00 256.00 256.00 258.00 258.00 258.00 258.00 263.14 263 .14 263.14 263. 14 265.95 265.95 265.95 265.95 267.52 267.52 267.52 267.52 266.79 266.79 266.79 266.79 268.98 268.98 268.98 268.98 271.00 271.00 271.00 271.00 .00 270.72 .00 270.72 .00 . 270. 72 .00 270.72 .00 .00 .00 .00 ELLC 273.16 273.16 273.16 273.16 ELMIN 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3711.00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 Q 3711.00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 2837.00 3954.00 4444.00 5541.00 2837.00 3954.00 4444.00 5541 .00 2980.00 4109.00 4564.00 5519.00 2980.00 4109.00 4564.00 5519.00 2591.00 3571.00 3969.00 4800.00 2591.00 3571.00 3969.00 4800.00 2575.00 3520.00 3900.00 4740.00 Q .00 .00 273.01 2575.00 273.01 3520.00 267 .37 267.90 265.85 268.66 269.48 271.00 266.59 269.19 269.97 271.47 268.26 269.64 270.32 271.71 CWSEL 270.67 271. 75 272.20 273.16 271.88 272.92 273.34 274.18 272.95 273.90 274.29 275.05 274.49 275.28 275 .59 276.51 278.04 278.90 279.21 279 .77 278. 76 279.70 280.05 280.69 279.43 280.41 280.76 281.41 282.50 283.41 283.73 284.31 284. 71 285.88 286.27 286.97 285.68 286.81 287.19 287.89 CWSEL 285.96 287.09 .00 .00 260.88 261 .99 262.30 263.15 264.39 264.80 265.06 265.42 268.26 269.37 269.67 270.49 CRIWS 266. 77 267.88 268.27 268.88 267.26 268.85 269.32 270. 14 269.73 270.13 270.30 270 .61 273.60 274.30 274.48 274.89 274.61 275.45 275.64 276.36 275.28 275.98 276.34 276.73 276.72 277.23 277.44 277.80 280.49 281.72 282.35 283.34 280.16 281.52 282.07 282.79 281.01 282.18 282.55 283.34 CRIWS 278.96 280.31 269.30 270.59 266.25 269.02 269.82 271.35 266. 73 269.26 270.04 271.54 269.99 271. 15 271.64 272.73 EG 270.82 271.92 272.37 273.33 272.05 273.09 273. 50 274.34 272.99 273.96 274.34 275. 11 274.89 275.63 275.92 276. 75 278.19 279. 10 279.42 280.03 278.89 279.86 280.21 280.87 279.54 280.52 280.88 281. 54 283.44 284.60 284.98 285.66 284.90 286.07 286.46 287 .17 285.94 287.08 287.47 288.19 EG 286.59 287.76 8.38 11.27 22.32 14.05 12.55 11.36 15.41 6.27 5.46 4.41 151.00 117. 22 98.02 68.69 10*KS 13.08 13. 11 12.91 11.66 25.40 25.36 25.00 23.24 12.71 12.20 12. 10 11 .69 117 .86 98.98 90.36 59.24 24.14 28.17 29.93 34 .34 21.37 22.96 23.35 24.02 22.67 21.94 21. 71 21.51 131.99 152.89 158.88 166.01 23.57 22.68 22.54 22.63 28.01 28.03 28.00 28.83 10*KS 75 .53 84.06 11.14 13.15 5.07 4.90 4.86 5.01 4.35 3.31 3.23 3.15 11.21 11.13 10.72 9.86 VCH 3. 70 4.03 4.13 4.18 3.83 4.00 4.04 4.04 505.46 1944.32 527.73 2067.11 781.14 810.76 1202.87 1385.87 1351.52 1589.33 1834.02 2059.19 1586.84 945.20 2744.26 2049.42 3113.62 2466.21 3846.30 3368.53 433.88 666.09 799. 74 1105 .34 PAGE 17 AREA 302.00 474.01 582.08 853.66 .01K 1451.31 1026.00 1929.59 1417.57 2146.31 1603.72 2631.88 2072.12 1361.50 736.29 1887.25 1019.11 2104.60 1152.52 2569.91 1467.62 2.33 2311.16 1041.11 2.51 2912.82 1469.18 2.59 3153.10 1656.70 2.72 3645.87 2068.94 6.79 6.75 6.64 5.84 3. 73 4.32 4.56 5.09 3.75 4.16 4.30 4.55 3.64 3.87 3.95 4.11 8.50 9.82 10.25 10.91 4.19 4.43 4.52 4. 71 4.46 4.82 4.94 5.23 VCH 6.35 6.99 715.62 1047.63 1198.26 1690.64 1045.13 1275.47 1368.60 1552.61 261.32 397.43 467.51 719.90 577.37 745.02 812.32 945.62 1196.97 644.61 1507.00 857.56 1629.20 944.44 1871.20 1126.03 1316.79 625.88 1693.38 877.23 1837.96 979.52 2123.69 1189.90 386.93 501.33 550.64 654.35 225.52 288.80 314.88 372.54 933.05 533. 71 1281.69 749. 79 1415.91 836.08 1674.35 1009.05 782.06 1068.90 1175 .42 1378.47 PAGE 18 AREA 486.55 664.90 736.97 882.84 .01K 405.31 296.28 757.67 383.92 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 180.400 180.400 181. 120 181. 120 181. 120 181. 120 182.400 182.400 182.400 182.400 185.500 185.500 185.500 185.500 188.000 188.000 188.000 188.000 190.800 190.800 190.800 190.800 193.500 193.500 193.500 193.500 195.500 195.500 195.500 195 .500 197.500 197.500 197.500 197.500 199.500 199.500 199.500 199.500 10SEP99 SECNO 203.500 203.500 203.500 203.500 205.500 205.500 205.500 205.500 207.300 207.300 207.300 207.300 209.800 209.800 209.800 209.800 211.800 211.800 211 .800 211 .800 212.400 212.400 212.400 100.00 100.00 112. 00 112.00 112.00 112.00 100.00 100.00 100 .00 100.00 300.00 300.00 300.00 300.00 250.00 250.00 250.00 250.00 280.00 280.00 280.00 280.00 270.00 270.00 270.00 270.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 11:05:49 XLCH 400.00 400.00 400 .00 400.00 225.00 225.00 225.00 225.00 180.00 180 .00 180.00 180.00 250.00 250.00 250.00 250.00 200.00 200.00 200.00 200.00 60.00 60.00 60.00 .00 .00 286.60 286.60 286.60 286.60 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 EL TRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 283.0 1 283.0 1 283.01 283.0 1 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 273.01 3900.00 273.01 4740.00 273 .01 273.01 273. 01 273. 01 273.80 273.80 273.80 273.80 276.30 276.30 276.30 276.30 276. 75 276.75 276. 75 276. 75 277.50 277.50 277.50 277.50 278. 10 278.10 278. 10 278. 10 279.00 279.00 279.00 279.00 280.50 280.50 280.50 280.50 282.00 282.00 282.00 282.00 ELM IN 286.00 286.00 286.00 286.00 287.00 287.00 287.00 287.00 287.50 287.50 287.50 287.50 289.00 289.00 289.00 289.00 291.00 291 .00 291.00 291. 00 290.96 290.96 290.96 2575.00 3520.00 3900.00 4740.00 2575.00 3520.00 3900.00 4740.00 2575 .00 3520.00 3900.00 4740.00 2575.00 3520.00 3900.00 4740.00 2560.00 3464.00 3855.00 4675.00 2560.00 3464.00 3855.00 4675 .00 2560.00 3464.00 3855.00 4675.00 1050.00 1391.00 1536.00 1830.00 1050.00 1391.00 1536.00 1830.00 Q 1050.00 1391.00 1536.00 1830.00 1050.00 1391 .00 1536.00 1830.00 1050.00 1391.00 1536.00 1830.00 1050.00 1391.00 1536.00 1830.00 1050.00 1391.00 1536.00 1830.00 1050.00 1391.00 1536.00 287.49 288.23 286.53 286.76 286.89 286.98 286.95 287.54 287 .84 288.48 287.77 288.58 288.91 289.54 288.78 289.78 290. 15 290.88 289.43 290.41 290.74 291 .37 289.82 290.79 291.13 291. 77 290.69 291. 73 292.10 292.82 290 .94 292.03 292.43 293.18 290.98 292.08 292.47 293.22 CWSEL 291.89 292.82 293.17 293.84 292.98 293. 78 294.09 294.68 293. 76 294.44 294.69 295. 17 295.96 296.93 297.31 298.02 297.63 298.48 298.84 299.46 298. 75 299.33 299.53 280.82 286.30 .00 .00 .00 .00 281.44 282.60 283.03 283.87 284.41 285.54 285.98 287.00 284.78 285.99 286. 14 287.08 286. 18 286.94 287.03 287.62 286.80 288.17 288.69 289.53 285.95 286.91 287.27 287.94 284.44 284.89 285.07 285.42 286.09 286.55 286.74 287. 10 CRIWS 290.45 291.07 291.30 291.74 291 .47 292.07 292.28 292.70 292.52 293.25 293.53 294.06 294.15 294.89 295. 18 295.71 297.34 298.13 298.35 298.82 296.12 297.02 297.36 288.07 288.68 287.10 287.76 288.07 288.68 287.24 287.98 288.33 288.99 288.33 289.32 289.70 290.45 289.12 290.14 290.49 291.17 289.61 290.62 290.96 291.62 290.37 291.44 291.82 292.55 290.89 291.98 292.38 293.13 290.98 292.08 292.48 293.24 291.05 292. 15 292.55 293.30 EG 292.35 293.28 293.64 294.31 293.38 294.20 294.52 295. 12 294.56 295.45 295.79 296.43 296.52 297.54 297.94 298.67 298.79 299.60 299.91 300.50 299.33 300.11 300.40 77.00 64.65 2.65 4.61 5.43 7.81 21.90 29.83 31. 16 31.50 45.59 53.92 54.99 57.90 23.93 23.22 21.95 19.25 13.97 14.56 15. 11 16. 14 38.65 41.04 42.58 45.40 18.28 18.90 19.21 19.52 1.88 2.05 2. 12 2.22 3.96 3.89 3.88 3.86 10*KS 56.43 48.39 46. 17 42.24 47.63 45.25 44. 17 41 .39 77.21 84.03 86.70 91.94 74.29 74.66 74.93 74.67 149.07 127.13 115.80 104.55 38.70 49. 17 54.05 6.82 940.54 444.46 6.46 1310.84 589.49 6.05 8.06 8.80 10.59 4.39 5.42 5.69 6.03 6.08 7. 11 7.40 8.01 541 .24 1581 .94 628.86 1639. 73 679.30 1673.92 712. 70 1696. 60 613.54 716.25 778.23 1052.64 459.76 562.31 607.87 700.33 550.29 644.52 698.62 844.59 381 .38 479.37 525 .91 622.93 4.89 646.44 526.38 5.24 982.36 730.51 5.25 1145.27 832.47 5.18 1479.67 1080.45 4.03 4.43 4.62 4.98 6.34 7.07 7.38 7.98 3.65 4. 12 4.29 4.59 894.12 684.82 1103.19 907.90 1177.62 991.76 1326.35 1163.67 508.45 644.71 695.32 796.79 411. 78 540.74 590.78 693.85 714. 15 598.77 914.08 796.82 1002.11 879.49 1179.41 1058.02 1.70 795.00 765.83 1.92 976.13 972.47 2.01 1052.37 1055.94 2.16 1220.13 1228.21 2. 15 2.35 2.42 2.55 VCH 6.58 6.81 6.91 7.07 6.35 6.77 6.91 7.09 7.54 8.56 8.96 9.71 7.08 7.56 7.74 8.02 9.95 10. 17 10. 11 10.22 7.27 8.60 9.15 655.00 835.31 906.69 1051 .23 PAGE 19 AREA 265.68 357 .52 395. 73 474.38 277. 11 356.46 390.18 462.21 172. 13 207.77 222.01 249.39 214.55 270.96 293.93 340.54 167.37 227.29 256. 16 308.34 233. 18 271.30 285.42 527.93 705.05 779.41 931 .66 .01K 139.78 199.96 226.06 281.57 152.15 206.79 231. 11 284.46 119.49 151.74 164.96 190.85 121.82 160.99 177.44 211.78 86.00 123.37 142. 74 178.97 168.79 198.37 208.92 212.400 60.00 .OD .DO 290 .96 1830.00 299.91 298.27 300.95 62.44 10.13 316.3 1 231.59 * 212.800 40.00 30 0 .60 297.46 290.96 1050.00 301 .40 .OD 301.76 3.76 5.74 488.20 541.20 * 212.800 40.00 300.60 297.4 6 290 .96 1391 .DO 301. 72 .DO 302.28 5.67 7. 19 534.05 584.11 * 212.800 40.0 0 300.60 297.46 290.96 1536.00 301.82 .00 302.47 6.65 7.83 546. 19 595.80 * 212.800 40.00 300.60 297.46 290.96 1830.00 301.91 .OD 302.80 9.03 9.18 559.76 609.02 * 213.000 20.00 .OD .OD 292.50 1050 .00 301.69 297.82 301.84 8.96 3.46 429.55 350.79 213.000 20.00 .OD .O D 292.50 139 1 .00 302.24 298.79 302.41 10.23 3.88 521.78 434.88 213.000 20.00 .00 .DO 292.50 1536.00 302 .45 299.19 302 .63 10.67 4.04 557.53 470.17 213.00 0 20 .00 .OD .00 292.50 1830.00 302.83 299.96 303.03 11 . 41 4.31 626.86 541.70 215.700 270.00 .00 .OD 294.00 1050.00 301.98 299.36 302.19 14. 76 4.16 347.43 273.31 215.700 270.00 .DO .D O 294.00 1391.00 30 2 .56 300.10 302.79 15.84 4.57 427.84 349.46 215.700 270 .00 .D O .0 0 294 .00 1536.00 30 2 .78 300 .37 303.02 16.17 4.72 460.07 381.93 215.700 270.00 .OD .OD 294.00 1830.00 30 3 .18 300.87 303.45 16.83 5.00 521.12 446.03 * 217.600 190 .00 .OD .DO 296.20 1050.00 30 2 .5 1 300.81 302.99 55.70 5.60 188.74 140.69 * 217.600 190.00 .00 .O D 296.20 1391.00 303.10 301.52 303.71 61.36 6.29 225.54 177.58 * 217.600 190.00 .00 .00 296.20 1536.00 303 .32 301.79 303.99 63.39 6.55 240.76 192.93 * 217.600 190.00 .O D .DO 296.20 1830.00 303. 73 302.25 304.49 67.22 7.03 270.5 1 223.20 10SEP99 11:05:49 PAGE 20 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 219 .700 210.00 .DO .00 297.00 1050.00 303.59 302. 25 304.23 57.93 6.54 178.41 137.95 219.700 210 .00 .00 .00 297.00 1391 .00 30 4 .26 303.04 304.99 57.38 7 .15 227.67 183.64 219.700 210.00 .00 .DO 297 .00 1536.00 30 4 .51 303.33 305.26 56.70 7.34 249.63 203.99 219.700 210 .00 .D O .OD 297.00 1830.00 30 4 .97 303.94 305.76 55.28 7.67 295.59 246. 14 10SEP99 11 :05:49 PAGE 21 WOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 SEC NO Q CWSE L DIFWSP DI FWSX DIFKWS TOPWID XLCH 26.300 394 1 .00 246.50 .00 .00 .00 73 5 .20 .00 26.300 5287 .00 24 7 . 14 .64 .00 .00 76 7 .22 .OD 26.300 5645.00 247.44 .30 .00 .00 782.00 .00 26.300 6882.00 247.82 .38 .00 .00 80 1 .23 .00 * 37.300 3941.00 247 .50 .00 .99 .00 549.51 1100.00 * 37.300 5287.00 248. 19 .69 1.05 .00 594 .11 1100 .00 37.300 5645.00 248.42 .23 .98 .DO 617.43 1100.00 37.300 6882.00 248.90 .48 1.07 .00 666.81 1100 .00 .-45.600 394 1 .00 248.3 1 .00 .81 .00 380.74 830.00 * 45.600 5287.00 249.12 .81 .93 .00 395.66 830.00 * 45.600 5645.00 249.34 .22 .93 .00 399.82 830.00 * 45.600 6882.00 249.92 .58 1.03 .00 410.61 830.00 49.200 3941.00 248 .96 .00 .65 .00 382.00 36 0 .00 49.200 5287 .00 249.79 .83 .67 .00 39 2 .34 360.00 49.200 5645.00 250.01 .22 .66 .00 810.04 360.00 49.200 6882.00 250.63 .62 .70 .00 814.65 360.00 55.000 3941.00 250.17 .00 1. 21 .00 756.04 580.00 * 55.000 5287.00 250.93 .76 1. 15 .00 782.66 580.00 * 55.000 5645 .00 251 .13 .20 1.12 .00 789 .50 580.00 * 55.000 6882.00 251.69 .5 7 1.07 .00 809.29 580.00 61.000 3949.00 250.81 .00 .64 .00 595.08 600.00 61.000 526 1.00 251.52 . 71 .58 .00 669.3 1 600.00 61.000 55 15.00 251.69 .17 .56 .00 687.65 600.00 6 1 .000 6793.00 252.24 .55 .55 .00 730.90 600.00 * 69.000 3949.00 253 .20 .OD 2.38 .00 86.63 800.00 * 69 .000 526 1.00 253.94 . 74 2.42 .00 92. 78 800.00 * 69.000 5515.00 254.06 .12 2.36 .00 93.5 1 800 .00 * 69.000 6793.00 254 .62 .57 2.38 .00 95.41 800.00 70.000 39 49.00 254.69 .00 1.50 .00 42 .00 100.00 70.000 5261.00 255.69 1.00 1. 75 .00 42.00 100.00 70.000 5515 .00 255.86 .17 1.80 .00 42.00 100.00 70.000 6793.00 256.63 .77 2.00 .00 42.00 100.00 * 73. 700 3949.00 256.67 .00 1.98 .00 42.00 370 .00 * 73. 700 5261.00 260.60 3.93 4.91 .DO 42.00 370.00 * 73.700 5515.00 261.43 .83 5.57 .00 42.00 370.00 * 73. 700 6793.00 262.62 1.19 6.00 .00 42.00 370.00 10SEP99 11 :05:49 PAGE 22 SECNO Q C\.JSEL DI F\.JSP DI F\.JSX DI FK\.JS TOPWID XLCH 75. 100 3949.00 258.60 .00 1.93 .00 256.57 140.00 75. 100 5261.00 262.36 3.75 1. 75 .DO 340.00 140.00 75. 100 5515.00 263.14 .78 1. 71 .00 340.00 140.00 75 .100 6793.00 264.84 1. 70 2.22 .DO 340.00 140.00 77.700 3949.00 259.00 .OD .39 .00 627.31 260 .00 * 77.700 5261.00 262.50 3.50 .14 .00 708.44 260.00 * 77.700 5515.00 263.26 .76 .12 .DO 742.61 260.00 * 77.700 6793.00 264.95 1.69 . 11 .00 907.00 260.00 80.800 3949.00 259.32 .00 .32 .00 409 .21 310.00 80.800 5261.00 262.58 3.26 .08 .00 802.92 310.00 80.800 5515.00 263.32 . 74 .06 .DO 845.45 310.00 80.800 6793.00 264.99 1.67 .04 .00 850.00 310.00 * 83.600 3949.00 259.76 .00 .44 .00 359.57 280.00 * 83.600 5261.00 262.69 2.93 . 11 .DO 682.87 280.00 * 83.600 5515.00 263.40 .71 .08 .00 742.06 280.00 83.600 6793.00 265.05 1.65 .05 .00 760.00 280.00 85.550 3949.00 260.56 .00 .80 .00 332. 50 195.00 85.550 5261.00 262 .91 2.35 .22 .00 510.97 195.00 85.550 5515.00 263 .56 .66 .16 .00 567.93 195.00 85.550 6793.00 265.15 1.59 .10 .00 625.31 195.00 88.150 3949.00 261.33 .00 .77 .00 271 .54 260.00 88.150 5261.00 263.27 1.94 .37 .00 419.39 260.00 88.150 5515.00 263.85 .58 .29 .00 458.59 260.00 88.150 6793.00 265.34 1.49 .19 .00 509.98 260.00 91.900 3949.00 262.23 .00 .90 .00 286.22 375.00 91.900 5261.00 263.84 1.61 .57 .00 330.60 375.00 9 1 .900 5515.00 264.32 .48 .47 .00 351.01 375.00 9 1.900 6793.00 265.70 1.38 .35 .00 419.96 375.00 95.000 3949.00 263.15 .DO .92 .oo 306. 15 310.00 95.000 5261.00 264.50 1.36 .66 .00 365.26 310.00 95.000 5515.00 264.89 .39 .57 .00 383.37 310.00 95.000 6793.00 266.15 1.25 .45 .00 436 .74 310.00 * 98.550 3949.00 263.80 .OD .66 .00 477 .77 355.00 * 98.550 5261.00 265.05 1.24 .54 .00 576 . 18 355.00 * 98.550 5515.00 265 .38 .34 .49 .00 603.43 355.00 * 98.550 6793 .00 266.55 1.17 .40 .DO 686.68 355 .00 * 103.000 3949.00 263.85 .00 .04 .00 282.03 445.00 * 103.000 5261.00 265.05 1.21 .01 .00 351.93 445.00 * 103.000 5515.00 265.38 .33 .00 .00 370.68 445.00 * 103.000 6793.00 266.52 1. 14 -.03 .00 425.36 445.00 10SEP99 11:05:49 PAGE 23 SECNO Q C\.JSEL DI F\.JSP DIFWSX DI FK\.JS TOP\.JID XLCH 108.100 3830.00 264.05 .00 .20 .00 157.58 510.00 108.100 5195.00 265.24 1.20 .19 .00 165 .49 510.00 108.100 5630.00 265.54 .30 .16 .00 167.45 510.00 108.100 6940.00 266.65 1.11 .13 .00 191.93 510 .00 * 112.000 3830.00 26 4 .25 .00 .20 .00 344.91 390.00 * 112.000 5195.00 265.52 1.27 .28 .00 390.72 390.00 * 112.000 5630.00 265.85 .32 .31 .00 394.88 390.00 * 112.000 6940.00 267.02 1.1 7 .37 .00 410.81 390.00 * 112. 900 3830.00 264.20 .00 -.05 .00 169.73 90 .00 * 112.900 5195.00 265.45 1.25 -.08 .00 217.06 90.00 * 112.900 5630.00 265.76 .32 -.08 .DO 220.51 90.00 * 112. 900 6940.00 266.92 1. 15 -.10 .00 231.20 90.00 * 113.900 3830.00 263.66 .00 -.54 .00 42.00 100.00 * 113.900 5195.00 264. 59 .93 -.86 .00 42.00 100.00 * 113.900 5630.00 264.78 .19 -.98 .00 42.00 100.00 * 113.900 6940.00 265.59 .81 -1.33 .00 42.00 100.00 * 116.200 3830.00 264.12 .00 .46 .00 42.00 230.00 * 116.200 5195.00 266.67 2.55 2.08 .00 42.00 230.00 * 116.200 5630.00 267.37 . 71 2.59 .00 42.00 230.00 * 116. 200 6940.00 267.90 .53 2.32 .00 42.00 230.00 * 116.700 3830.00 265.85 .00 1. 73 .00 124.97 50.00 116. 700 5195.00 268.66 2.81 2.00 .00 175.02 50.00 116.700 5630.00 269.48 .82 2. 11 .00 189.54 50.00 116. 700 6940.00 271.00 1.52 3.10 .00 461.39 50.00 119.200 3711.00 266.59 .00 • 74 .00 415.42 250.00 * 119. 200 5132.00 269.19 2.60 .53 .00 467.71 250.00 * 119.200 5763.00 269.97 .78 .49 .00 478.64 250.00 * 119.200 7075.00 271.47 1.5 0 .47 .00 499.63 250.00 * 124.000 3711.00 268.26 .00 1.67 .00 149.10 565.00 * 124.000 5132.00 269.64 1.38 .45 .00 187.09 565.00 * 124.000 5763.00 270.32 .68 .35 .00 204.38 565.00 * 124.000 7075.00 271. 71 1.39 .24 .00 236.28 565.00 * 126.000 3711.00 270.67 .00 2.41 .00 401.55 300.00 * 126.000 5132.00 271. 75 1.08 2.11 .00 481.70 300.00 * 126.000 5763.00 272.20 .45 1.88 .00 500.67 300.00 * 126.000 7075 .00 273.16 .96 1.45 .00 504.05 300.00 130.900 3711.00 271.88 .00 1.21 .00 394.97 750.00 130.900 5132.00 272.92 1.04 1. 17 .00 525.65 750.00 130.900 5763.00 273.34 .4 1 1.14 .00 536.90 750.00 130.900 7075.00 274.18 .84 1.02 .00 597.80 750.00 10SEP99 11 :05 :49 PAGE 24 SECNO Q CllSEL DIF\ISP DIFllSX DIFKllS TOPlllD XLCH * 135.600 3711.00 272.95 .00 1.07 .00 622.48 835.00 * 135 .600 5132.00 273.90 .96 .98 .00 636. 11 835.00 * 135.600 5763.00 274.29 .38 .95 .00 640.77 835.00 * 135.600 7075.00 275.05 .76 .87 .00 649.75 835.00 * 145.600 2837.00 274 .49 .00 1.55 .00 370.60 550.00 * 145.600 3954.00 275.28 .78 1.38 .00 464.77 550.00 * 145.600 4444.00 275.59 .32 1.31 .00 490.47 550.00 * 145.600 5541.00 276.51 .92 1.47 .00 566.41 550.00 * 156.400 2837.00 278.04 .00 3.55 .00 244.09 1080.00 .; 156.400 3954.00 278.90 .86 3.63 .00 292.69 1080.00 * 156.400 4444.00 279.21 .31 3.62 .00 310.18 1080.00 156.400 5541.00 279.77 .56 3.26 .00 342.13 1080.00 160.200 2980.00 278.76 .00 . 71 .00 304.39 380.00 160.200 4109.00 279.70 .94 .80 .00 348.80 380.00 160.200 4564.00 280.05 .34 .83 .00 364.20 380.00 160.200 5519.00 280.69 .64 .91 .00 384. 74 380.00 163.000 2980.00 279.43 .00 .67 .00 358.21 280.00 163.000 4109.00 280.41 .97 .70 .00 406.80 280.00 163.000 4564.00 280.76 .35 • 71 .00 421.21 280.00 163.000 5519.00 281.41 .66 .72 .00 448.32 280.00 * 171.800 2591.00 282.50 .00 3.07 .00 104.29 850.00 * 171.800 3571.00 283.41 .91 3.01 .00 149.81 850.00 * 171.800 3969.00 283. 73 .31 2.97 .00 165.62 850.00 * 171.800 4800.00 284.31 .58 2.89 .00 187.67 850.00 * 175.300 2591.00 284.71 .00 2.21 .00 268.17 350.00 * 175 .300 3571.00 285.88 1.16 2.46 .00 330.56 350.00 * 175.300 3969.00 286.27 .39 2.54 .00 351.64 350.00 * 175.300 4800.00 286.97 .70 2.66 .oo 380.00 350.00 179.400 2575.00 285.68 .00 .97 .00 228.67 41D.DO 179.400 3520.DO 286.81 1. 12 .93 .00 273.58 410.DD 179 .40D 3900.DO 287.19 .38 .92 .OD 281.57 41D.DO 179.40D 474D.OO 287.89 .70 .92 .OD 296.22 410.DO * 180.400 2575.00 285.96 .00 .28 .00 31 .30 100.00 * 180.400 3520.00 287.09 1. 13 .28 .00 425 .58 100.00 * 180.400 3900.DO 287.49 .4D .30 .00 466.27 100.00 * 180.400 4740.DO 288.23 .74 .34 .00 531 .91 100.00 * 181.120 2575.00 286.53 .OD .57 .00 360.69 112.00 * 181. 120 3520.00 286.76 .23 -.33 .00 385.D1 112.00 * 181.120 3900.00 286.89 . 13 -.60 .00 401.38 112.00 * 181.120 4740.00 286.98 .08 -1.26 .00 411.87 11 2.00 10SEP99 11 :05:49 PAGE 25 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 182.400 2575.00 286.95 .OD .42 .00 152.86 100.00 * 182.400 3520.00 287.54 .59 .78 .00 193.52 100.00 * 182.400 3900.00 287.84 .30 .95 .00 214.37 100.00 * 182.400 4740.00 288.48 .64 1. 51 .00 521.32 100.00 * 185.500 2575.00 287.77 .00 .83 .00 117 .43 300.00 185.500 3520.00 288.58 .81 1.04 .00 135.03 300.00 185.500 3900.00 288.91 .33 1.07 .00 140.81 300.00 185.500 4740.00 289.54 .63 1 .06 .00 151.87 300.00 188.000 2575.00 288.78 .DO 1. 01 .00 255.26 250.00 * 188.000 3520.00 289.78 1.00 1 .20 .00 415.52 250.00 * 188.000 3900.00 290.15 .37 1 .24 .00 453.93 250.00 * 188.000 4740.00 290.88 . 72 1.33 .00 472.34 250.00 190.800 2560.00 289.43 .00 .64 .00 206.31 280.00 190.800 3464.00 290.41 .98 .63 .00 221.64 280.00 190.800 3855.00 290.74 .33 .59 .00 228.73 280.00 190.800 4675.00 291.37 .63 .50 .00 242.26 280.00 * 193.500 2560.00 289.82 .DO .39 .00 132.73 270.00 * 193.500 3464.00 290.79 .97 .38 .00 147.86 270.00 * 193.500 3855.00 291.13 .34 .39 .00 153.32 270.00 * 193.500 4675.00 291.77 .64 .40 .00 163.73 270.00 * 195.500 2560.00 290.69 .DO .87 .00 161.24 200.00 * 195.500 3464.00 291. 73 1. D4 .94 .00 223 .58 200.00 * 195.500 3855.00 292. 10 .38 .97 .00 241.53 200.00 * 195.500 4675.00 292.82 . 72 1.05 .00 252.30 200.00 197.500 1050.00 290.94 .DO .25 .00 150.91 200.00 197.500 1391.00 292.03 1.09 .31 .00 181.86 200.00 197.500 1536.00 292.43 .40 .33 .00 203.62 200.00 197.500 1830.00 293. 18 • 75 .36 .00 244.77 200.00 * 199.500 1050.00 290.98 .00 .04 .00 154.69 200.00 199.500 1391.00 292.08 1.09 .04 .00 175 .70 200.00 199.500 1536.00 292.47 .40 .04 .00 184.55 200.00 199.500 1830.00 293.22 .75 .04 .00 201.28 200.00 * 203.500 1050.00 291.89 .00 .90 .00 91 .10 400.00 * 203.500 1391.00 292.82 .93 .74 .00 106.05 400.00 * 203.500 1536.00 293.17 .35 .70 .00 111 .68 400.00 * 203.500 1830.00 293.84 .67 .62 .00 122 .46 4DO.OO 205.500 1050.00 292.98 .OD 1. 10 .00 93.49 225.00 205.500 1391.00 293.78 .79 .96 .00 106.39 225.00 205.500 1536.00 294.09 .31 .92 .00 112.39 225.00 205.500 1830.00 294.68 .6D .84 .00 128.82 225.00 10SEP99 11:05:49 PAGE 26 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 207.300 1050.00 293.76 .00 .77 .00 50.03 180.00 207.300 1391.00 294.44 .68 .66 .00 54.58 180.00 207.300 1536.00 294.69 .26 .61 .00 56.29 180.00 * 207.300 1830.00 295. 17 .47 .48 .00 59.44 180.00 209.800 1050.00 295.96 .00 2.20 .00 54.48 250.00 209.800 1391.00 296.93 .97 2.49 .00 60.96 250.00 209.800 1536.00 297 .31 .38 2.61 .00 63.40 250.00 209.800 1830.00 298.02 .71 2.85 .00 68. 13 250.00 211 .800 1050.00 297.63 .00 1.67 .00 64.88 200.00 211.800 1391.00 298.48 .85 1.55 .00 75.96 200.00 211.800 1536.00 298.84 .37 1.54 .00 80.57 200.00 211.800 1830.00 299.46 .62 1.45 .00 88.29 200.00 * 212.400 1050.00 298. 75 .00 1. 12 .00 59.46 60.00 * 212.400 139 1. 00 299.33 .58 .86 .00 72.04 60.00 * 212.400 1536.00 299.53 .19 .69 .00 76.17 60.00 212.400 1830.00 299.9 1 .39 .45 .00 84.51 60.00 * 212.800 1050.00 301.40 .00 2.65 .00 137.60 40.00 * 212.800 1391.00 301.72 .33 2.39 .00 138.93 40.00 * 212.800 1536.00 301.82 .09 2.29 .00 139.28 40.00 * 212.800 1830.00 301.9 1 .10 2.00 .00 139.67 40.00 * 213.000 1050.00 301.69 .00 .30 .00 158.60 20.00 213.000 1391. 00 302.24 .55 .51 .00 174 .30 20.00 213.000 1536.00 302.45 .21 .63 .00 177 .85 20.00 213.000 1830.00 302.83 .38 .92 .00 184.55 20.00 215.700 1050.00 301.98 .00 .29 .00 134.28 270.00 215.700 1391.00 302. 56 .58 .32 .00 144.74 270.00 215.700 1536.00 302.78 .22 .33 .00 148 .58 270.00 215.700 1830.00 303.18 .40 .34 .00 155.61 270.00 * 217.600 1050.00 302.5 1 .00 .53 .00 57.60 190.00 * 217.600 1391.00 303.10 . 59 .54 .00 66.49 190.00 * 217.600 1536.00 303.32 .22 .55 .00 69.84 190.00 * 217.600 1830.00 303.73 .41 .55 .00 75.96 190.00 219.700 1050.00 303.59 .00 1.08 .00 66.79 210.00 219.700 1391.00 304.26 .66 1.15 .00 83.28 210.00 219.700 1536.00 304.51 .25 1.18 .00 91.45 210.00 219.700 1830.00 304.97 .46 1.23 .00 106.54 210.00 10SEP99 11 :05:49 PAGE 27 SUMMARY OF ERRORS ANO SPECIAL NOTES WARNING SECNO= 37.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \{ARNING SECNO= 55.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 73. 700 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73.700 PROF I LE= 3 HYDRAULIC JUMP D.S. llARNING SECNO= 73.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73. 700 PROFILE= 4 HYDRAULIC JUMP D.S. llARNING SECNO= 73.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 77.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 77.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 77.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 83.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 98.550 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 98.550 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 103.000 PROFILE= 1 CONVEYANCE CHANGE OUTS IDE ACCEPTABLE RANGE llARNING SECNO= 103.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARN!NG SECNO= 103.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARN!NG SECNO= 103.000 PROF! LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARN!NG SECNO= 112.000 PROFILE= 1 CONVEY ANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARN!NG SECNO= 112.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 112.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SEC NO= 112.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 112.900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 112. 900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 112.900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARN!NG SECNO= 112.900 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 10SEP99 11 :05:49 PAGE 28 llARNING SECNO= 113.900 PROFILE= 1 CONVE YANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARN!NG SECNO= 113. 900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 113.900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 113.900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 116.200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 116.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 116.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 116.200 PROFILE= 4 HYDRAULIC JUMP D.S. llARNING SECNO= 116.200 PROF I LE= 4 CONVEYANCE CHANGE OUTS IDE ACCEPTABLE RANGE llARNING SECNO= 116. 700 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 119.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 119.200 PROF! LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 119.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 124.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 124.000 PROFILE= 1 MINIM UM SPECIFIC ENERGY llARNING SECNO= 124.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 124.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 124.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 126.00D PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCfPTABLE RANGE llARNING SECNO= 126.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 126.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 126.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 135.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 135.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 135.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 135.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 145.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 11!\RNING SECNO= 145.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 145.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 145 .600 PROFILE= 4 CON VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 156.40D PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 156.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 156.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 171 .800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 171.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 171 .800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 171.800 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 175 .300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SEC NO= 175 .300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 175 .300 PROFILE= 3 CONVEYA NCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNJNG SECNO= 175 .300 PROFILE= 4 CON VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 180.400 PROFILE= CON VEYANCE CHANGE OUTSIDE ACC EPTABLE RANGE 1 10SEP99 11:05:49 PAGE 29 llARNING SECNO= 180.4 00 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 180.400 PROFILE= 3 CON VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 180.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 181.120 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 181.120 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181.12 0 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181 .120 PROFILE= 4 CON VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.40 0 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 185.500 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTAB LE RANGE WARNING SECNO= 188.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROF ILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193 .500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 199.500 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 207.300 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212 .400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PRO FILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 213.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACC-EPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PRO FILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 10SEP99 11:05:49 PAGE 30 Kimley-Horn and Associates , Inc. The Seitz Gro u p (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc The Sei tz Gr ou p Corrected Effective Model -Floodplain September, 1999 1******************************************** * HEC -2 WATER SURFACE PROFILES * * * * Version 4.6.2; May 1991 * * * * RUN DATE 20SEP99 TIME 17:20:47 * ******************************************** x x xxxxxxx xxxxx x x x x x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x xxxxxxx 20SEP99 17 :20:47 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* 11 -14-95 using erv meyer's file 11 WOLFAMPR 11 as a base model and new topo from clarke & windham, secns 124.00, 126.00, x x xxxxx 130.90, 135.60, & 145.60 were revised and model rerun to determine limits at these sections. x 9-16-98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge lake. Stations 189.00 -223.20 Modified to match FIS. Appears to be +/-450 ft. added into the NDM stat i oning At about Station 186.00 Revised 9/1/99 by KHA to remove fill in left bank at 160.20 and 163.00 (MPJ KH This revision was referenced in wolf2r 10/22/98 but not implemented Revised 01/12/99 to correct channel reach length at 124.00-145.60 Revised 09/01/99 for updated topo at sections 171.8-180.40 (MPJ KHA) Added sections 166.1 , 173.3 & 176.5 per updated topo 09/01/99 (MPJ KHA) T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES REVISED 10/99 T2 CORRECTED EFFECTIVE MODEL T3 WOLF PEN CREEK PARK EXISTING CONDITION MULITI PROFILE, FILE:WLF CE Revised 10/22/98 to remove fill in left bank at 160.20 and 163.00 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS 0 2 0 0 .001977 0 0 Q J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW 0 -1 0 0 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 0 0 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 J6 IHLEQ !COPY SUBDIV STRTDS RMILE 20SEP99 17:20:47 xxxxx x x x xxxxx x x xxxxxxx *************************************** * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 6D9 SECOND STREET, SUITED * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 * * * * * *************************************** PAGE THIS RUN EXECUTED 20SEP99 17:20:47 WSEL FQ 0 0 CHNIM !TRACE 0 0 PAGE 2 CT 4 3941 5287 5645 6882 NC 0.09 .075 0.06 0.1 0.3 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE X1 26.30 17 1153 1185 0 0 0 GR 250.0 1000 248.0 1030 246.0 1070 244.0 1100 242.0 1145 GR 240.0 1153 236.0 1156 235.0 1158 235.0 1168 236.0 1173 GR 238.0 1180 240.0 1185 242.0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 X1 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 1325 242.0 1535 GR 240.0 1545 238.0 1550 237.0 1553 238.0 1562 240.0 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1780 GR 260.0 1900 X1 45.60 16 1302 1335 700 500 830 GR 250.0 650 250.0 1018 248.0 1030 246.0 1060 244.0 1285 GR 242.0 1297 240.0 1302 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246.0 1380 250.0 1430 252.0 1460 254.0 1500 GR 256.0 1555 X1 49.20 17 1305 1335 150 300 360 GR 250.0 600 250.0 1015 246.0 1045 246.0 1260 244.0 1300 GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238.0 1320 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 .060 X1 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252.0 1050 250.0 1085 248.0 1200 248.0 1425 GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248.0 1795 250.0 1835 252.0 1870 QT 4 3949 5261 5515 6793 X1 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252.0 1060 250.0 1240 248.0 1280 246.0 1630 GR 240.0 1650 246.0 1670 248.0 1740 250.0 1750 254.0 1810 GR 256.0 1860 NC .065 .065 .060 .3 .5 X1 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266.0 1100 264.0 1300 262.0 1560 260.0 1675 GR 258.0 1790 256.0 1940 250.0 1960 248.0 1968 246.0 1990 GR 245.0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260.0 2430 260.0 2560 260.0 2665 266.0 2850 STATE HIGHWAY 6 WEST LANE, U/S IS MOST RESTRICTIVE (4-10' X 8 1 ) W'X H' 20SEP99 17:20:47 PAGE 3 ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE X1 70.00 12 1700 1742 100 100 100 GR 270.0 1000 268.0 1095 266.0 1190 264.0 1450 263.85 1700 GR 246. 11 1700 246.11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 2870 NC .015 SB 1.25 1.5 2.9 0 42 2 320 0 247.32 246.11 X1 73.70 370 370 370 1.21 X2 1 255 .32 263.85 BT 10 1000 270.0 0 1095 268.0 0 1190 266.0 0 BT 1450 264.0 0 1700 263.85 0 1742 263.85 0 2600 BT 264.0 0 2695 266.0 0 2780 268. 0 0 2870 270.0 BT 0 NC .070 .070 .060 SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE X1 75.10 18 1600 1630 100 150 140 GR 270.0 1000 270.0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258.0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 GR 254.0 1765 270.0 1765 270.0 2260 NC . 1 .3 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 77.70 22 1529 1570 190 310 260 GR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257.63 1287 GR 258.00 1299 256.00 1349 254.70 1449 254.50 1503 252.50 1529 GR 246.30 1534 243.25 1549 246.61 1564 254.01 1570 257.71 1623 GR 257.35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 GR 263.34 1907 270.0 1907 NC .075 .075 .065 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 80.80 15 1315 1355 320 230 310 GR 270.00 1000 263.4 1000 262.0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 GR 256.0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256. 0 1285 GR 254.0 1360 246.37 1370 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 27D.O 1760 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258.0 1290 256.0 1315 254.0 1410 GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 1 20SEP99 17:20:47 PAGE 4 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 88.15 12 1400 1445 280 230 260 GR 270.00 1000 263.6 1140 262.0 1270 260.0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254.0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 SECTION CUTOFF AT SEARS SERVICE CENTER X1 91.90 14 1660 1705 450 200 375 GR 270.00 1470 266.0 1470 264.0 1540 262.0 1565 260.0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 1780 260.0 1815 270.0 1965 SECTION CUTOFF AT SEARS SERVICE CENTER X1 95.00 16 1181 1211 170 350 310 GR 266.01 1000 264.56 1057 263.16 1107 262.36 1157 262.36 1181 GR 253.06 1190 251.96 1207 256.94 1211 257.94 1257 259.44 1357 GR 259.84 1389 268.82 1457 270.32 1507 277.65 1607 282.35 1699 GR 280.36 1780 X1 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1420 260.0 1500 GR 258.0 1595 256.0 1620 254.0 1670 252.58 1675 260.0 1695 GR 262.0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512.5 .025 1567.5 .045 1675 X1 103.00 14 1512.5 1567.5 150 600 445 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1450 259.0 1480 GR 256.0 1490 255.0 1512.5 254.0 1512.5 254.00 1540 254.0 1567.5 GR 255.0 1567. 5 256.0 1582 258.0 1588 270.0 1675 QT 4 3830 5195 5630 6940 AMPHITHEATER DAM NH 4 .045 1296 .025 1374 .045 1408 .075 1584 X1 108.10 14 1310 1374 500 220 510 GR 274.0 1140 267.0 1233 257.0 1278 255.0 1296 255.0 1310 GR 254.0 1310 254.0 1342 254.0 1374 255.0 1374 255 .15 1385 GR 266.0 1408 268.0 1465 269.0 1510 270.0 1584 NC .065 .065 LAKE MODIFIED TO REFLECT SILT NH 4 .075 1130 .045 1374 .025 1634 .045 1755 X1 112.00 16 1486 1634 360 320 390 GR 272.0 1000 270.0 1130 267.0 1318 265.0 1330 265.0 1345 GR 256.00 1374 255.00 1486 254.00 1486 254.0 1560 254 .0 1634 GR 255.0 1634 256. 1645 263. 1672 264.0 1685 265.0 1714 GR 271.0 1755 NC .3 .5 LAKE MODIFIED TO REFLECT SILT NH 4 .045 1464 .025 1565 .045 1760 .075 1820 1 20SEP99 17:20:47 PAGE 5 100' D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECT ION X1 112.90 15 1473 1565 100 250 90 GR 272.0 1000 267.0 1432 256.0 1464 255.0 1473 254.0 1473 GR 254.0 1540 254.0 1565 255.0 1565 256.0 1578 265.0 1613 GR 265.0 1650 266.0 1658 269.7 1680 269 .7 1760 272.0 1820 D/S FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION X1 113.90 12 1418 1460 100 100 100 GR 27 1 .21 1000 270.4 1140 269.86 1240 269.32 1340 269.04 1418 GR 254. 19 1418 254.19 1460 269.04 1460 270.11 1500 271 .00 1600 GR 271 .49 1700 272 . 12 1800 NC .015 SB 1.25 1.50 2.9 0 42 2 400 0 255.34 254.19 X1 116.20 230 230 230 1. 15 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269.86 0 BT 1340 269.32 0 1418 269.04 0 1460 269.04 0 1500 BT 270.11 0 1600 271.00 0 1700 271.49 0 1800 272.12 BT 0 NC .075 .075 .055 X1 116.70 15 1495 1587 50 50 50 GR 272.06 1000 271 .48 1100 270.94 1200 270.4 1300 269.86 1385 GR 269.68 1445 264.0 1495 255.34 1520 255.34 1562 264.0 1587 GR 271.0 1650 271.24 1750 271.87 1850 272.5 1950 272.82 2050 QT 4 3711 5132 5763 7075 NC . 1 .3 X1 119.20 9 1300 1337 250 250 250 GR 271.48 1000 264.0 1030 262.0 1290 260.0 1300 256. 12 1310 GR 260.0 1337 264.0 1380 268.0 1465 272.5 1510 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 124.00 22 1070 1111 580 300 565 GR 272 1000 270 1003 268 1007 266 1010 264 1014 GR 266 1018 268 1070 266 1073 264 1075 262 1077 GR 260 1080 258 1083 256.42 1087 258 1091 260 1097 GR 262 1103 264 1106 266 1111 268 1149 270 1200 GR 272 1243 272 1314 SECTION UPDATED USING LATEST TOPO -NOV 6, 1995 X1 126.00 22 1161 1244 240 180 300 GR 276 1000 274 1005 272 1012 270 1028 268 1059 GR 266 1133 266 116 1 264 1177 264 1190 262 1221 GR 260 1225 258 1226 256 1232 258 1237 268 1244 GR 268 1257 268 1273 266 1285 268 1320 270 1341 GR 270 1380 272 1512 1 20SEP99 17 :20:47 PAGE 6 NC .090 .090 .075 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 130.90 21 1010 1099 500 370 750 GR 276 1000 274 1010 272 1020 270 1029 268 1033 GR 266 1049 264 1056 258 1065 258 1082 264 1090 GR 266 1099 268 1149 268 1162 270 1265 272 1425 GR 272 1485 272 1520 274 1565 274 1593 276 1748 GR 278 1823 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update i n lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11 -6 -95 X1 135.60 24 1860 1920 340 300 835 GR 277.5 1000 278 1184 276 1294 272 1321 270 1515 GR 270 1540 268 1550 268 1763 270 1848 270 1860 GR 268 1875 266 1880 263.14 1895 264 1900 266 1905 GR 268 1910 270 1920 272 1930 274 1945 276 1955 GR 278 1975 280 2035 282 2200 284 2290 QT 4 2837 3954 4444 5541 SECTION UPDATED US I NG LATEST TOPO -NOV 6, 1995 erv meyers update i n lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11 -6 -95 X1 145.60 16 1610 1636 410 450 550 GR 280 1090 278 1127 275 1328 273 1580 272 1610 GR 265.95 1624 265.95 1624 266 1627 268 1630 270 1636 GR 272 1725 274 1756 276 1785 278 1814 280 1844 GR 280 1894 SECTION CUTOFF AT XMAS STORE 1 X1 156.40 13 1135 1190 520 GR 283.24 1120 283.24 1120 283.24 GR 270.0 1150 267.52 1155 270.0 GR 276.0 1330 278.0 1370 280.0 QT 4 2980 4109 4564 5519 SECTION REVISION IMPLEMENTED 9/1/99 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 160.20 15 1360 1400 250 GR 282.0 1000 280.0 1065 278.0 GR 274.0 1290 272.0 1360 270.0 GR 274.0 1400 276.0 1420 278.0 SECTION REVISION IMPLEMENTED 9/1/99 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 163.00 14 1460 1492 350 GR 284.0 1230 280.0 1230 280.0 GR 270.0 1475 268.98 1480 270.0 GR 276.0 1600 278.0 1665 280.0 Section 166.10 Added 09/01/99 BY KHA per updated topo 20SEP99 17:20:47 X1 166.10 19 1432 1472 200 GR 288 508 286 799 284 GR 278 1310 276 1429 274 GR 272 1471 274 1472 276 GR 282 1523 284 1568 286 QT 4 2591 3571 3969 4800 Section 171.80 Revised 09/01/99 BY KHA per updated topo SECTION CUTOFF AT CAR WASH X1 171.80 18 1383 1413 200 GR 286.0 1005 284 1090 282 GR 276 1383 274 1389 272 GR 274 1407 276 1413 278 GR 284 1531 286 1621 288 Section 173.30 Added 09/01/99 BY KHA per updated topo X1 173.30 21 1355 1386 120 GR 290 548 288 693 288 GR 284 1210 282 1297 280 GR 274 1359 272 1364 271.5 GR 276 1386 278 1393 280 GR 286 1637 288 1687 Section 175.30 Rev i sed 09/01/99 BY KHA per updated topo X1 175.30 21 1307 1343 210 GR 290 559 288 839 286 GR 280 1287 278 1307 276 GR 271.7 1330 272 .0 1334 274 GR 280 1346 282.0 1351 284 GR 288 1581 QT 4 2575 3520 3900 4740 Section 176.50 Added 09/01/99 BY KHA per updated topo X1 176.50 17 1175 1234 90 GR 290 470 288 622 286 GR 280 1175 278 1185 276 GR 274 1212 276 1218 278 GR 284 1374 286 1445 Section 179.40 Revised 09/01/99 BY KHA per updated topo NC .090 .090 .075 .3 .5 100 1 D/S OF BOX CULVERT ON TEXAS AVENUE X1 179.40 19 1086 1162 220 GR 290 706 288.9 766 288 .0 GR 282 1086 280.0 1095 278 GR 273.5 1130 274 1135 276 GR 282 1162 284.0 1172 286 20SEP99 17 :20 :47 D/S FACE BOX CULVERTS ON TEXAS AVENUE X1 180.40 11 1235 1266.3 160 286.6 286.0 GR 290.0 800 289.4 1000 GR 286.5 1266.3 286.0 1410 GR 290.5 1640 600 1120 1175 1480 220 1080 1365 1470 240 1245 1485 1690 200 1043 1432 1474 1584 280 1260 1395 1422 1686 250 905 1324 1370 1404 170 1109 1317 1337 1395 150 1033 1195 1225 260 856 1109 1139 1497 60 1235 1500 1080 274.0 272.0 380 276.0 266.79 280.0 280 278.0 272.0 284.0 280 282 272 278 288 570 280 271.4 280 140 286 278 272 282 210 284 274 276 284 145 284 274 280 265 286 .0 276 278 288 100 273.01 286.4 1135 1190 1130 1375 1555 1300 1492 1745 1078 1440 1476 1618 1292 1400 1431 960 1344 1375 1434 1189 1321 1340 1506 1113 1201 1234 1026 1118 1144 1501 1235 1590 272.0 274.0 276.0 270.0 282.0 276.0 274.0 280 271.0 280 278 272 282 286 276 274 284 282 272 278 286 282 273.2 282 284.0 274 280 273.01 287 .2 1145 1260 1240 1385 1610 1460 1515 PAGE 1098 1456 1508 1344 1405 1441 1066 1355 1381 1592 1213 1325 1343 1536 1143 1206 1264 1079 1124 1156 PAGE 1266.3 1625 7 8 NC .015 SB 1.25 1.5 2.9 0 31.3 1.3 300 0 273.01 273.01 X1 181.12 112 112 112 X2 1 283.01 286.6 BT 9 800 290.0 0 1000 286.6 0 1235 286.75 0 BT 1266.3 286.75 0 1410 286.6 0 1500 286.6 0 1590 BT 286.8 0 1625 287.2 0 1640 290.5 0 NC .065 .065 .055 • 1 .3 NDM STATION 186.00 100' U/S BOX CULVERTS X1 182.40 11 1185 1270 100 100 100 GR 290.0 800 289.4 1000 286.6 1150 286.0 1185 273.8 1207 GR 273.8 1215 284.0 1250 286.0 1270 288.0 1300 288.0 1555 GR 290.0 1620 NDM STATION 189.00 X1 185.50 12 1370 1435 260 390 300 GR 295.0 1000 295.0 1310 288.0 1310 286.0 1370 276.3 1400 GR 276.3 1403 288.0 1435 290.0 1470 292.0 1545 294.0 1660 GR 298.0 1840 300.0 1880 NDM STATION 191.50 X1 188.00 8 1425 1490 150 270 250 GR 290.0 1060 288.0 1370 286.0 1425 276.75 1462 286.0 1490 GR 288.0 1500 290.0 1510 300.0 1765 QT 4 2560 3464 3855 4675 NDM STATION 194.30 X1 190.80 13 1235 1280 230 200 280 GR 295.0 1175 288.0 1185 286.0 1235 277.5 1258 277.5 1262 GR 284.0 1280 286.0 1355 290.0 1395 292.0 1435 294.0 1490 GR 296.0 1530 298.0 1585 300.0 1610 NC .075 NDM STATION 197.00 X1 193.50 12 1252 1297 275 320 270 GR 295.0 1210 289.0 1210 288.0 1240 286.0 1252 278.1 1275 GR 286.0 1297 288.0 1320 290.0 1345 294.0 1410 296.0 1490 GR 298.0 1570 300.0 1610 NDM STATION 199.00 20SEP99 17:20:47 PAGE 9 X1 195.50 12 1292 1380 200 150 200 GR 295.0 1260 288.0 1260 280.0 1311 279.0 1315 280.0 1322 GR 286.0 1340 288.0 1355 290.0 1380 292.0 1500 296.0 1560 GR 298.0 1620 300.0 1690 NC .085 .085 .050 QT 4 1050 1391 1536 1830 NDM STATION 201.00 X1 197.50 13 1290 1350 380 130 200 GR 300.0 1160 293.5 1170 292.0 1230 290.0 1255 286.0 1275 GR 284.0 1290 280.5 1320 282.0 1330 284.0 1350 290.0 1380 GR 296.0 1470 298.0 1610 300.0 1655 NDM STATION 203.00 X1 199.50 10 1230 1290 150 230 200 GR 300.0 1140 293.5 1150 292.0 1170 286.0 1230 282.0 1260 GR 286.0 1290 296.0 1380 298.0 1415 300.0 1455 302.0 1520 NDM STATION 207.00 X1 203.50 12 1355 1375 320 410 400 GR 300.0 1000 298.0 1015 296.0 1100 296.0 1285 294.0 1285 GR 288.0 1355 286.1 1370 286.0 1375 294.0 1410 296.2 1410 GR 298.0 1792 300.0 1800 NDM STATION 209.00 X1 205.50 14 1198 1215 180 130 225 GR 300.0 1000 298.0 1080 294.0 1140 292.0 1160 290.0 1180 GR 288.0 1198 287.0 1205 288.0 1215 290.0 1225 294.0 1250 GR 296.0 1275 298.0 1300 298.0 1380 300.0 1390 NDM STATION 210.80 X1 207.30 10 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 , 158 296.0 1168 290.0 1185 GR 287.5 1195 290.0 1210 296.0 1233 300.0 1250 302.0 1400 NC .3 .5 NDM STATION 213.30 X1 209.80 10 1250 1265 250 240 250 GR 306.0 1000 304.0 1061 302.0 1140 300.0 1180 298.0 1197 GR 290.0 1250 289.0 1255 290.0 1265 300.0 1265 300.8 1430 NDM STATION 215.30 X1 211.80 12 1295 1310 150 180 200 GR 310.0 1000 308.0 1060 306.0 1100 304.0 1190 300.0 1265 GR 294.0 1295 291.0 1308 294.0 1310 298.0 1345 300.0 1360 GR 300.7 1380 300.8 1580 NDM STATION 215.90 20SEP99 17:20:47 PAGE 10 X1 212.40 18 1101. 9 1114.1 90 30 60 GR 308.1 820 308.0 830 304.0 1000 302.0 1070 298.0 1086 GR 290.96 1101. 9 290.96 1102 290.96 1102. 8 290.96 1105 290.96 1108 GR 290.96 1111 290.96 1113.2 290.96 1114 290.96 1114.1 298.0 1129 GR 300.6 1175 300.6 1210 320.0 1210.1 NC .024 SB 1.25 1.5 2.9 0 8.5 0 55 0 290.96 290.96 NDM STATION 216.30 X1 212.80 40 40 40 X2 1 297.46 300.60 BT 18 820 308.1 0 830 308.0 0 1000 304.0 0 BT 1070 302.0 0 1086 301.3 0 1101.9 300.6 0 1102 BT 300.6 0 1102.8 300.6 0 1105 300.6 0 1108 300.6 BT 0 1111 300.6 0 1113.2 300.6 0 1114 300.6 0 BT 1114.1 300.6 0 1129 300.6 0 1175 300.6 0 1210 BT 300.6 0 1210.1 320.0 0 NC .050 .050 .045 NDM STATION 216.50 X1 213 .00 13 1315 1345 20 20 20 GR 308.1 1000 308.0 1055 306.0 1135 304.0 1190 302.0 1225 GR 300.0 1300 298.0 1315 292.5 1330 292.5 1338 298.0 1345 GR 300.0 1380 300.0 1395 320.0 1395 NDM STATION 219.20 X1 215.70 13 1225 1255 230 290 270 GR 307.0 1000 306.0 1055 304.0 1190 302.0 1205 298.0 1225 GR 294.0 1240 296.0 1250 298.0 1255 300.0 1275 302.0 1340 GR 306.0 1380 308.0 1395 310.0 1420 NC • 1 .3 NDM STATION 221.10 X1 217.60 14 1150 1210 300 300 190 GR 305.9 1000 306.0 1030 306.0 1085 304.0 1150 300.0 1170 GR 296.2 1175 296.2 1185 298.0 1195 300.0 1200 302.0 1210 GR 304.0 1230 306.0 1245 308.0 1265 310.0 1290 NDM STATION 223.20 X1 219.70 9 1085 1120 170 210 210 GR 306.0 1000 304.0 1055 302.0 1085 300.0 1090 297.0 1100 GR 300.0 1115 302.0 1120 308.0 1150 310.0 1170 20SEP99 17:20:47 PAGE 11 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS . 1 20SEP99 17:20:47 PAGE 12 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 50-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 I CHECK INQ NINV !DIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 .001977 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW CHNIM IT RACE 2 0 -1 -1 1 1 1 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 20SEP99 17:20:47 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q 4 0 .001799 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW 3 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 20SEP99 17:20:47 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 500-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 I CHECK INQ NINV !DIR STRT METRIC HVINS 0 5 0 .001977 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 15 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 20SEP99 17:20:47 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* Q IBW WSEL FQ 247.44 CHNIM I TRACE WSEL FQ CHNIM !TRACE THIS RUN EXECUTED 20SEP99 NOTE-ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WOLF PEN CREEK PARK EXIS SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH 26.300 .00 .00 .00 235.00 3941 .00 246.50 244.81 246.67 19.94 4.85 26.300 .00 .00 .00 235.00 5287.00 247. 14 245.45 247.31 20. 16 5.08 26.300 .00 .00 .00 235.00 5645.00 247.44 245.43 247.59 17.99 4.89 26.300 .00 .00 .00 235.00 6882.00 247.82 246.01 247.99 19.80 5.25 * 37.300 1100.00 .00 .00 237.00 3941.00 247.50 243.79 247.56 8.68 2.97 * 37.300 '100 .00 .00 .00 237.00 5287.00 248. 19 244.27 248.27 10.23 3.39 37.300 1100.00 .00 .00 237.00 5645.00 248.42 244.36 248.50 10.23 3.45 37.300 1100.00 .00 .00 237.00 6882.00 248.90 244.69 249.00 11.64 3.80 PAGE 13 PAGE 14 PAGE 15 17:20:49 AREA .01K 1809.68 882.60 2290. 71 1177.49 2519.74 1330.93 2824.26 1546.57 2336.41 1337.28 2732.00 1652.61 2869.83 1764.80 3179.17 2017.00 * 45.600 830.00 .00 .00 237.50 3941.00 248.31 245.89 248.53 21.04 5.21 1486.74 859.11 * 45.600 830.00 .00 .00 237.50 5287 .00 249.12 246.79 249.37 23.10 5. 75 1799.84 1099.92 * 45.600 830.00 .00 .00 237.50 5645.00 249.34 246.85 249.59 23.17 5.83 1889. 16 1172.78 * 45.600 830.00 .00 .00 237.50 6882.00 249.92 247.27 250.21 25.09 6.28 2125.59 1373 .81 49.200 360.00 .00 .00 237. 70 3941.00 248.96 247.33 249.22 31.34 5.80 1361.12 703 .94 49.200 360 .00 .00 .00 237.70 5287.00 249.79 247.84 250.06 31.84 6.20 1681.42 936.99 49.200 360.00 .00 .00 237. 70 5645.00 250.01 247.99 250.28 31.61 6.26 1769.45 1004.08 49.200 360.00 .00 .00 237.70 6882.00 250.63 248.35 250.89 30.89 6.44 2268.35 1238.16 55.000 580.00 .00 .00 239.00 3941.00 250. 17 248.59 250.27 17.59 3.95 2028.40 939.75 * 55.000 580.00 .00 .00 239.00 5287.00 250.93 248.93 251. 03 15.57 3.95 2613.57 1340.01 * 55.000 580.00 .00 .00 239.00 5645.00 251.13 248.96 251.22 15.07 3.95 2767.12 1454.36 * 55 .000 580.00 .00 .00 239.00 6882.00 251.69 249.29 251.79 14.43 4.02 3219.31 1811.46 61.000 600.00 .00 .00 240.00 3949.00 250.81 248.48 250.89 12.89 3.40 2037. 71 1099.77 61.000 600.00 .00 .00 240.00 . 5261.00 251.52 248.79 251.61 13.44 3.68 2484.67 1435.10 61.000 600.00 .00 .00 240.00 5515.00 251.69 248.86 251. 78 13.06 3 .68 2603. 18 1526.08 61.000 600.00 .00 .00 240.00 6793.00 252.24 249.12 252.35 13.66 3.92 2995.76 1837 .73 * 69.000 800.00 .00 .00 245.00 3949.00 253.20 252 .24 254.76 153.97 10.22 413.29 318.25 * 69.000 800.00 .00 .00 245.00 5261.00 253.94 253.29 256.05 181.03 11.94 479.46 391.01 * 69.000 800.00 .00 .00 245.00 5515.00 254.06 253.47 256.27 186.79 12.27 490.48 403.53 * 69.000 800.00 .00 .00 245.00 6793.00 254.62 254.47 257.37 211. 16 13. 74 544 .48 467 .47 20SEP99 17:20:47 PAGE 16 SEC NO XLCH ELTRO ELLC ELM IN Q CIJSEL CRllJS EG 10*KS VCH AREA .01K 70.000 100.00 .00 .00 246.11 3949.00 254.69 252.59 256.56 175.96 10.96 360.37 297.70 70.000 100.00 .00 .00 246. 11 5261.00 255.69 253.95 258.34 226 .13 13 .08 402.32 349.85 70.000 100.00 .00 .00 246.11 5515 .00 255.86 254.20 258.67 236.18 13.47 409.40 358.86 70.000 100.00 .00 .00 246.11 6793.00 256.63 255.43 260.30 287.26 15.37 441.84 400.79 * 73. 700 370.00 263.85 255.32 247.32 3949.00 256 .67 .00 258 .24 8.54 10 .05 392.78 1351.23 * 73.700 370.00 263.85 255.32 247.32 5261.00 260.60 .00 261.98 5.54 9.43 557.90 2236.05 * 73.700 370.00 263.85 255.32 247.32 5515.00 261.43 .00 262.77 5.13 9.31 592 .62 2433.76 * 73.700 370.00 263.85 255.32 247.32 6793 .00 262 .62 .00 264.36 6.21 10.57 642. 75 2725.04 75.100 140 .00 .00 .00 245.93 3949.00 258.60 255.37 258.81 16 .14 4.85 1310.09 982 .87 75.100 140.00 .00 .00 245.93 5261.00 262.36 256.09 262.45 5.38 3.37 2473.95 2268.25 75.100 140.00 .00 .00 245.93 5515.00 263.14 256.12 263.22 4.44 3 .16 2740.67 2617.98 75.100 140.00 .00 .00 245.93 6793.00 264.84 256.79 264.92 3 .86 3.15 3318.76 3456 .92 77.700 260.00 .00 .00 243.25 3949.00 259.00 252.71 259. 11 8.64 3.58 2082.66 1343.46 * 77.700 260.00 .00 .00 243.25 5261.00 262.50 256.06 262.53 2.12 2.08 4416.48 3612.23 * 77.700 260.00 .00 .00 243.25 5515.00 263.26 256.30 263.29 1.66 1.90 4973.46 4274.28 * 77.700 260.00 .00 .00 243.25 6793.00 264.95 257. 16 264.97 1.28 1.78 6447.8 1 6007.25 80.800 310.00 .00 .00 246.39 3949.00 259.32 256.48 259.46 15.60 4.02 1610.14 999.78 80.800 310.00 .00 .00 246.39 5261.00 262.58 257.00 262.62 4.27 2.53 3575 .24 2544.56 80.800 310.00 .00 .00 246.39 5515.00 263.32 257 . 11 263.36 3.20 2.26 4188.62 3083.44 80.800 310.00 .00 .00 246.39 6793.00 264.99 257.52 265.02 2.24 2.04 5611. 76 4542.13 * 83.600 280.00 .oo .00 246.37 3949.00 259.76 257.49 260.08 36.93 5.86 1109.63 649 .79 * 83.600 280.00 .00 .00 246.37 5261.00 262.69 258.44 262 .78 9.39 3.53 2653.99 1716.53 * 83.600 280.00 .00 .00 246.37 5515.00 263.40 258.50 263.47 6.80 3.12 3163.33 2115 .1 7 83 .600 280.00 .00 .00 246.37 6793.00 265.05 259. 14 265.10 4.31 2.68 4405. 14 3271.72 85.550 195.00 .00 .00 246.64 3949.00 260.56 257.53 260 .77 30.56 4.64 1179.64 714.34 85.550 195.00 .00 .00 246.64 5261. 00 262.91 258.25 263.02 13.39 3.66 2157.81 1437.62 85.550 195.00 .00 .00 246.64 5515.00 263.56 258.36 263.66 10.37 3 .36 2511.86 1712.22 85.550 195.00 .00 .00 246.64 6793.00 265.15 258.99 265.22 6.92 3.01 3460.20 2583.24 88.150 260.00 .00 .00 246.61 3949.00 261.33 258.01 261.54 28.50 4 .43 1159.04 739.69 88. 150 260.00 .00 .00 246.61 5261.00 263.27 258.57 263.43 17.04 3.96 1808.51 1274.64 88.150 260.00 .00 .00 246.61 5515.00 263.85 258.76 263.98 13.86 3.71 2063.99 1481.26 88.150 260 .00 .00 .00 246.61 6793.00 265.34 259.40 265.46 10.12 3.47 2787.95 2135.08 91.900 375.00 .oo .00 247 .49 3949.00 262.23 259.26 262.42 27.35 4.42 1216.56 755.07 91.900 375.00 .00 .00 247.49 5261.00 263.84 259.84 264.01 19.27 4.19 1714.31 1198.46 91.900 375.00 .00 .00 247.49 5515.00 264.32 259.87 264.47 16.59 4.01 1877.41 1353.96 91.900 375.00 .00 .00 247.49 6793.00 265.70 260.47 265.84 13.22 3.89 2409.00 1868.44 95.000 310.00 .00 .00 251. 96 3949.00 263. 15 260.51 263.36 31.82 4.84 1164 . 29 700.05 95.000 310 .00 .00 .00 251. 96 5261.00 264.50 261.13 264.70 24.57 4 .68 1620.03 1061.27 95.000 310.00 .00 .00 251.96 5515.00 264.89 261.17 265.08 21 .66 4.51 1766 .20 1184. 97 95 .000 310.00 .00 .00 251.96 6793.00 266.15 261. 53 266.31 17.07 4.31 2282.49 1644.08 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 20SEP99 SECNO 98.550 98.550 98.550 98.550 103.000 103.000 103.000 103.000 108.100 108.100 108.100 108.100 112.000 112.000 112.000 112.000 112.900 112.900 112.900 112.900 113.900 113.900 113. 900 113.900 116.200 116.200 116.200 116. 200 116.700 116.700 116.700 116.700 119 .200 119. 200 119.200 119. 200 124.000 124.000 124.000 124.000 20SEP99 SECNO 126.000 126.000 126.000 126.000 130.900 130.900 130.900 130.900 135.600 135.600 135.600 135.600 145.600 145.600 145.600 145.600 156.400 17:20:47 XLCH 355.00 355.00 355.00 355.00 445.00 445.00 445.00 445.00 510.00 510.00 510.00 510.00 390.00 390.00 390.00 390.00 90.00 90.00 90.00 90.00 100.00 100 .00 100.00 100.00 230.00 230.00 230.00 230.00 50.00 50.00 50.00 50.00 250.00 250.00 250.00 250.00 565.00 565.00 565.00 565.00 17:20:47 XLCH 300 .00 300.00 300.00 300 .00 750.00 750.00 750.00 750 .00 835.00 835.00 835.00 835.00 550.00 550.00 550.00 550.00 1080.00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .oo .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 269.04 269.04 269.04 269.04 .oo .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 265.34 265.34 265.34 265.34 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELM IN 252.58 252.58 252.58 252.58 254.00 254.00 254.00 254.00 Q 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 254.00 3830.00 254.00 · 5195.00 254.00 5630.00 254.00 6940.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254. 19 254.19 254 . 19 254.19 255.34 255.34 255.34 255.34 255.34 255.34 255 .34 255.34 256.12 256. 12 256. 12 256. 12 256.42 256.42 256.42 256.42 ELM IN 256.00 256.00 256.00 256.00 258.00 258.00 258.00 258.00 263. 14 263. 14 263. 14 263. 14 265.95 265.95 265.95 265.95 267.52 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3711. 00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 Q 3711.00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 3711. 00 5132.00 5763.00 7075.00 2837.00 3954.00 4444.00 5541.00 2837.00 CllSEL 263.80 265.05 265.38 266.55 263.85 265.05 265.38 266.52 264.05 265.24 265.54 266.65 264.25 265.52 265.85 267 .02 264.20 265.45 265.76 266.92 263.66 264.59 264.78 265.59 264. 12 266.67 267.37 267.90 265.85 268.66 269.48 271.00 266.59 269. 19 269.97 271 .47 268.26 269.64 270.32 271. 71 CllSEL 270.67 271.75 272.20 273. 16 271 .88 272.92 273.34 274. 18 272.95 273.90 274.29 275.05 274.49 275.28 275.59 276.51 278.04 CRlllS 259.47 260. 10 260.23 260.77 258 .82 259.70 259.86 260.64 258. 16 258.96 259. 19 259.87 256.63 257.05 257. 18 257. 54 257.66 258.41 258.63 259.27 260.53 261.97 262.39 263.63 .00 .00 .00 .00 260.88 261.99 262.30 263. 15 264.39 264.80 265.06 265.42 268.26 269.37 269.67 270.49 CRlllS 266.77 267.88 268.27 268.88 267.26 268.85 269 .32 270.14 269.73 270.13 270.30 270.61 273.60 274.30 274.48 274.89 274.61 EG 263.89 265. 13 265.46 266.62 264. 11 265.37 265.69 266.85 264.25 265.52 265.84 267.01 264.28 265.57 265.89 267.07 264.35 265.66 266.00 267.19 265.10 266.79 267.27 268.85 265.79 268.52 269.30 270.59 266.25 269.02 269.82 271.35 266.73 269.26 270.04 271.54 269.99 271. 15 271 .64 272. 73 EG 270.82 271.92 272.37 273.33 272.05 273.09 273.50 274.34 272.99 273.96 274.34 275 .11 274.89 275.63 275.92 276.75 278.19 10*KS 12.38 10.33 9.38 7.68 3.36 3.61 3.48 3.42 2.24 2.73 2.91 3. 14 .30 .35 .37 .40 1.50 1.81 1.92 2 .05 69.70 97.74 108.87 133.90 9.65 8.48 8.38 11.27 22.32 14.05 12.55 11.36 15.41 6.27 5.46 4.41 151. 00 117. 22 98.02 68.69 10*KS 13.08 13.11 12.91 11.66 25.40 25.36 25.00 23.24 12. 71 12.20 12. 10 11.69 117 .86 98.98 90.36 59 .24 24.14 VCH 3. 12 3. 14 3.06 2.99 4.89 5.47 5.48 5.79 4.06 4.83 5.07 5.60 PAGE 17 AREA .01K 1819.29 1122.31 2472.67 1637.24 2671.45 1800.44 3427.56 2452.01 1273.37 2155.67 1656.57 2768.98 1774.92 2954.63 2231.36 3670.97 1208.99 2557.13 1402.09 3145.49 1451.35 3300.06 1646.89 3916.73 1.51 2842.64 7038.64 1.79 3312.48 8734.65 1.87 3439.51 9197.65 2.06 3909.94 10969.99 3.38 1357.97 3126.80 4.01 1592.26 3858.79 4.20 1661.39 4061.22 4.61 1922.05 4852.52 9.63 11.90 12.66 14.50 10.38 10.92 11.14 13.15 5.07 4.90 4.86 5.01 4.35 3 .31 3.23 3. 15 11.21 11.13 10.72 9.86 VCH 3.70 4.03 4.13 4.18 3.83 4.00 4.04 4.04 2.33 2.51 2.59 2.72 6.79 6.75 6 .64 5.84 3.73 397.75 436.72 444.81 478.75 458.76 525.48 539.59 599.76 368.98 1232.91 475 .84 1783.65 505.46 1944.32 5 27. 73 206 7. 1 1 781 .14 810.76 1202.87 1385.87 1351.52 1589.33 1834.02 2059.19 1586.84 945.20 2744.26 2049.42 3113.62 2466.21 3846.30 3368.53 433.88 666.09 799.74 1105.34 PAGE 18 AREA 302.00 474.01 582.08 853.66 .01K 1451.31 1026.00 1929.59 1417.57 2146.31 1603.72 2631.88 2072.12 1361 .50 736.29 1887.25 1019.11 2104.60 1152.52 2569.91 1467.62 2311. 16 1041. 11 2912.82 1469.18 3153.10 1656.70 3645.87 2068.94 715 .62 1047.63 1198.26 1690.64 1045.13 261.32 397.43 467.51 719.90 577.37 * 156.400 1080.00 .00 .00 267.52 3954.00 278.90 275.45 279. 10 28. 17 4.32 1275.47 745.02 * 156.400 1080.00 .00 .00 267.52 4444.00 279.21 275.64 279.42 29.93 4.56 1368.60 812.32 156.400 1080.00 .00 .00 267.52 5541.00 279.77 276.36 280.03 34.34 5.09 1552.61 945.62 160.200 380.00 .00 .00 266.79 2980.00 278.71 275.22 278.80 16.70 3.30 1485. 75 729.32 160.200 380.00 .00 .00 266.79 4109.00 279.63 276.21 279.73 16.94 3.56 1900.43 998.33 160.200 380.00 .00 .00 266.79 4564.00 279.97 276.56 280.07 16.95 3.64 2061. 11 1108.48 * 160.200 380.00 .00 .00 266.79 5519 .00 280.60 276.96 280.71 17.05 3.81 2378.05 1336 .54 163.000 280.00 .00 .00 268.98 2980.00 279.32 276.71 279.43 25.87 3.85 1316.42 585.85 163.000 280.00 .00 .00 268.98 4109.00 280.23 277.33 280.35 24 .31 4.02 1720.72 833.35 163.000 280.00 .00 .00 268.98 4564.00 280.56 277.61 280.68 23.80 4.07 1874. 14 935.47 163.000 280.00 .00 .00 268.98 5519.00 281. 18 277.99 281.31 23.20 4.20 2168. 16 1145.84 166. 100 280.00 .00 .00 271.00 2980 .00 280.05 278. 19 280.33 45.94 5.33 978.05 439.69 166.100 280.00 .00 .00 271.00 4109.00 280.90 279.07 281. 17 42.75 5.49 1334.73 628.47 166.100 280.00 .00 .00 271.00 4564.00 281 . 21 279.25 281 .47 41.58 5.54 1467.42 707.76 166.100 280.00 .00 .00 271.00 5519.00 281 .81 279.79 282.06 39.77 5.64 1726.65 875. 10 171.800 570.00 .00 .00 271.40 2591.00 281.93 279.32 282.22 45.79 5.39 709.84 382.90 171.800 570.00 .00 .00 271.40 3571.00 282.68 280.36 283.05 54.30 6.21 876.30 484.61 171.800 570.00 .00 .00 271.40 3969.00 282.95 280.44 283.34 56.83 6.47 953.29 526.47 171.800 570.00 .00 .00 271 .40 4800.00 283.47 281. 13 283.89 60.42 6.91 1127.93 617.53 173.300 140.00 .00 .00 271.50 2591.00 282.54 279.34 282.97 51.32 6. 11 606.36 361 .70 173.300 140.00 .00 .00 271.50 3571.00 283.42 280.70 283.91 57.39 6.86 832.81 471.36 173.300 140.00 .00 .00 271.50 3969.00 283.73 281.08 284.23 58.56 7.07 934.51 518.66 173.300 140.00 .00 .00 271.50 4800.00 284.31 281.90 284.81 58 .48 7.32 1157.94 627.67 20SEP99 17:20:47 PAGE 19 SECNO XLCH ELTRD ELLC ELMIN Q CIJSEL CRllJS EG 10*KS VCH AREA .01K 175.300 210.00 .00 .00 271.70 2591. 00 283.62 280.36 283.97 44 .99 5.48 685.01 386.29 175.300 210.00 .00 .00 271.70 3571.00 284.60 281.89 284.97 46.03 5.94 961.65 526.35 175.300 210.00 .00 .00 271.70 3969.00 284.93 282.26 285.30 45.94 6.06 1077.74 585.59 175.300 210.00 .00 .00 271.70 4800.00 285.49 282.87 285.87 46.73 6.33 1291.87 702.21 176.500 145.00 .00 .00 273.20 2575 .00 284.26 280.55 284.49 32.86 4.33 833.73 449.2 1 176.500 145.00 .00 .00 273.20 3520.00 285.25 281.66 285.48 31 .23 4.58 1150.22 629.92 176.500 145.00 .00 .00 273.20 3900.00 285.57 282. 17 285 .81 31 .37 4.70 1263.62 696.35 176.500 145.00 .00 .00 273.20 4740.00 286. 14 282.94 286.39 32.30 4.97 1492.90 833.99 179.400 265.00 .00 .00 273.50 2575.00 285 .13 280.80 285.40 34.78 4.34 717. 14 436.64 179.400 265.00 .00 .00 273.50 3520.00 286.08 281. 72 286.38 35.02 4.73 1093.68 594.78 179.400 265.00 .00 .00 273 .50 3900.00 286.39 282.01 286.68 34. 11 4.78 1247 .42 667.76 179.400 265.00 .00 .00 273.50 4740 .00 286.97 282.70 287 .25 33. 11 4.92 1553.52 823 .81 * 180.400 100.00 .00 .00 273.01 2575.00 285.46 278.96 286. 14 84.03 6.61 389.82 280.91 * 180.400 100.00 .00 .00 273.01 3520.00 286.35 280.33 287.41 126.63 8.32 480.77 312.80 * 180.400 100.00 .00 .00 273. 01 3900.00 286.64 280.82 287.76 136.56 8.72 579.49 333.73 * 180.400 100.00 .00 .00 273.01 4740.00 287.20 286.80 288.30 140.39 9.08 809.24 400.05 * 181. 120 112.00 286.60 283.01 273 .01 2575.00 286.32 .00 286.91 2.80 6. 17 469.25 1539 .94 * 181. 120 112. 00 286.60 283.01 273.01 3520.00 286.43 .00 287.51 5.08 8.35 505.58 1561.49 * 181.120 112. 00 286.60 283.01 273.01 3900.00 286.44 .00 287.76 6.22 9.24 509.05 1563.46 * 181.120 112.00 286.60 283.01 273.01 4740.00 286.29 .00 288.30 9.52 11.38 464.01 1536.56 * 182.400 100.00 .00 .00 273.80 2575.00 286.75 281.45 287.07 24.35 4.54 584.61 521 .80 * 182.400 100.00 .00 .00 273.80 3520.00 287.28 282.61 287.77 34.34 5.68 667.41 600.71 * 182.400 100.00 .00 .00 273.80 3900.00 287.50 283.07 288.06 37.35 6.04 709.01 638. 11 * 182.400 100.00 .00 .00 273.80 4740.00 288.03 283.87 288.69 41.54 6.68 830.30 735.44 185.500 300.00 .00 .00 276.30 2575.00 287.65 284.41 288.24 48.61 6.22 445.76 369.32 185.500 300.00 .00 .00 276.30 3520.00 288.45 285.67 289.24 58. 10 7.29 544.86 461.78 185.500 300.00 .00 .oo 276.30 3900.00 288.75 285.92 289.59 59.89 7.61 586.50 503.96 185.500 300.00 .00 .00 276.30 4740.00 289.38 286.98 290.34 62.94 8.24 676.36 597.47 188.000 250.00 .00 .00 276.75 2575 .00 288.72 284.78 289.07 24.88 4.96 630.80 516.20 * 188.000 250.00 .00 .00 276.75 3520.00 289.73 285.91 290.09 24.13 5.32 958.88 716.53 * 188.000 250.00 .00 .00 276.75 3900.00 290.08 286. 14 290.43 23. 19 5.36 1111.56 809.79 * 188.000 250.00 .00 .00 276.75 4740.00 290.80 287.05 291. 11 20.28 5.29 1444.43 1052.49 190.800 280.00 .00 .00 277.50 2560.00 289.39 286. 18 289.57 14.31 4.07 885.99 676.65 190.800 280.00 .00 .00 277.50 3464.00 290.38 286.96 290.59 14.82 4.46 1095.87 899.73 190.800 280.00 .00 .00 277.50 3855.00 290.70 287.21 290.92 15.43 4.66 1168.45 981 .35 190.800 280.00 .00 .00 277.50 4675.00 291 .33 287.64 291.58 16.50 5.02 1315.46 1150.89 * 193.500 270.00 .00 .00 278.10 2560.00 289.79 286.80 290.35 39.31 6.38 504.62 408.33 * 193.500 270.00 .00 .00 278. 10 3464.00 290.77 288. 17 291.42 41.59 7. 10 640.98 537. 10 * 193.500 270.00 .00 .00 278.10 3855.00 291.10 288.68 291.80 43.26 7.42 690.64 586.11 * 193.500 270.00 .00 .00 278.10 4675.00 291.73 289.53 292.52 46.18 8.02 791.11 687.98 20SEP99 17:20:47 PAGE 20 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 195.500 200.00 .00 .00 279.00 2560.00 290.67 285.94 290.88 18.45 3.66 711. 53 595.96 * 195. 500 200.00 .00 .00 279.00 3464.00 291. 71 286.91 291. 97 19.04 4.13 910.96 793.90 * 195.500 200.00 .00 .00 279.00 3855.00 292.09 287.27 292.36 19.39 4.30 998.05 875.56 * 195.500 200.00 .00 .oo 279.00 4675.00 292.80 287.94 293. 11 19.71 4.60 1174.64 1053.05 197.500 200.00 .00 .00 280.50 1050.00 290.93 284.44 290.97 1.89 1. 71 792.80 763.27 197.500 200.00 .00 .00 280.50 1391.00 292.02 284.89 292.07 2.06 1.93 973.91 969.97 197.500 200.00 .00 .00 280.50 1536.00 292.41 285.07 292.47 2.13 2.01 1049.39 1052.76 197.500 200.00 .00 .00 280.50 1830.00 293.16 285.42 293.22 2.23 2.16 1216.19 1224.28 * 199.500 200.00 .00 .00 282.00 1050.00 290.97 286.09 291.03 3.99 2.15 652.79 525.81 199.500 200.00 .00 .00 282.00 1391.00 292.06 286.55 292. 14 3.92 2.35 833.19 702.85 199.500 200.00 .00 .00 282.00 1536.00 292.46 286. 74 292.53 3.91 2.43 904.06 776.66 199.500 200.00 .00 .00 282.00 1830.00 293.21 287 .10 293.29 3.89 2.56 1048.04 928.28 * 203.500 400.00 .00 .00 286.00 1050.00 291.88 290.45 292.34 56.79 6.59 264.97 139.33 * 203.500 400.00 .00 .00 286.00 1391.00 292.81 291.07 293.28 48.66 6.83 356.72 199.42 * 203.500 400.00 .00 .00 286.00 1536.00 293. 16 291.30 293.63 46.46 6.93 394.68 225.34 * 203.500 400.00 .00 .00 286.00 1830.00 293.83 291. 74 294.30 42.53 7.09 473.02 280.60 205.500 225.00 .00 .00 287.00 1050.00 292.98 291.47 293.38 47.70 6.35 276.94 152.04 205.500 225.00 .00 .00 287.00 1391.00 293.78 292.07 294.20 45.33 6.78 356. 18 206.59 205.500 225.00 .00 .00 287.00 1536.00 294.08 292.28 294.52 44.29 6.92 389.76 230.80 205.500 225.00 .00 .00 287.00 1830.00 294.68 292.70 295 .12 41.53 7.09 461.53 283.96 207.300 180.00 .00 .00 287.50 1050.00 293. 75 292.52 294.56 77.25 7.54 172.10 119 .47 207.300 180.00 .00 .00 287.50 1391.00 294.44 293.25 295.45 84.10 8.57 207.71 151.68 207.300 180.00 .00 .00 287.50 1536.00 294.69 293.52 295.79 86.79 8.96 221.92 164.88 * 207.300 180.00 .00 .00 287.50 1830.00 295.16 294.06 296.43 92.09 9.71 249.23 190.70 209.800 250.00 .00 .00 289.00 1050.00 295.96 294.15 296.52 74.28 7.08 214.56 121.83 209.800 250.00 .00 .00 289.00 1391.00 296.93 294.89 297.54 74.64 7.56 270.98 161.00 209.800 250.00 .00 .00 289.00 1536.00 297.31 295. 18 297.94 74.92 7.74 293.95 177.45 209.800 250.00 .00 .00 289.00 1830.00 298.02 295. 71 298.67 74.65 8.02 340.58 211.81 211.800 200.00 .00 .00 291. 00 1050.00 297.63 297.34 298.79 149.07 9.95 167.37 86.00 211.800 200.00 .00 .00 291.00 1391.00 298.48 298.13 299.60 127. 13 10.17 227.29 123.37 211.800 200.00 .00 .00 291.00 1536.00 298.84 298.35 299.91 115. 79 10. 11 256.17 142. 74 211.800 200.00 .00 .00 291.00 1830.00 299.46 298.82 300.50 104.54 10.22 308.36 178.98 * 212.400 60.00 .00 .00 290.96 1050.00 298.75 296.12 299.33 38.70 7.27 233.17 168.78 * 212.400 60.00 .00 .00 290.96 1391.00 299.33 297.03 300.11 49.17 8.60 271.31 198.37 * 212.400 60.00 .00 .00 290.96 1536.00 299.53 297.36 300.40 54.06 9.15 285.41 208.91 212.400 60.00 .00 .00 290.96 1830.00 299.92 298.27 300.95 62.44 10.13 316.30 231.59 * 212.800 40.00 300.60 297.46 290.96 1050.00 301.40 .00 301.76 3. 76 5.74 488.20 541.19 * 212.800 40.00 300.60 297.46 290.96 1391.00 301.72 .00 302.28 5.67 7.19 534.05 584.11 * 212.800 40.00 300.60 297.46 290.96 1536.00 301.82 .00 302.47 6.65 7.83 546. 19 595.80 * 212.800 40.00 300.60 297.46 290.96 1830.00 301.91 .00 302.80 9.03 9.18 559.76 609.02 20SEP99 17:20:47 PAGE 21 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 213.000 20.00 .00 .00 292.50 1050.00 301.69 297.82 301.84 8.96 3.46 429.54 350.79 213.000 20.00 .00 .00 292.50 1391.00 302.24 298.79 302.41 10.23 3.88 521.78 434.88 213.000 20.00 .00 .00 292.50 1536.00 302.45 299. 19 302.63 10.67 4.04 557.53 470.17 213.000 20.00 .00 .00 292.50 1830.00 302.83 299.96 303.03 11 . 41 4.31 626.86 541. 70 215.700 270.00 .00 .00 294.00 1050.00 301.98 299.36 302.19 14.76 4.16 347.43 273.31 215 .700 270.00 .00 .00 294.00 1391.00 302.56 300.10 302.79 15.84 4.57 427.84 349.46 215.700 270.00 .00 .00 294.00 1536.00 302. 78 300.37 303.02 16.17 4.72 460.07 381.93 215.700 270.00 .00 .00 294.00 1830.00 303.18 300.87 303.45 16.83 5.00 521. 12 446.03 * 217.600 190.00 .00 .00 296.20 1050.00 302.51 300.81 302.99 55.70 5.60 188.74 140.69 * 217.600 190.00 .00 .00 296.20 1391.00 303. 10 301.52 303.71 61.36 6.29 225.54 177.58 * 217.600 190.00 .00 .00 296.20 1536.00 303.32 301.79 303.99 63.39 6.55 240.76 192.93 * 217.600 190.00 .00 .00 296.20 1830.00 303. 73 302.25 304.49 67.22 7.03 270.51 223.20 219.700 210.00 .00 .oo 297.00 1050.00 303.59 302.25 304.23 57.93 6.54 178.41 137.95 219.700 210.00 .00 .00 297.00 1391.00 304.26 303.04 304.99 57.38 7 .15 227.67 183.64 219.700 210.00 .00 .00 297.00 1536.00 304.51 303.33 305.26 56.70 7.34 249.63 203.99 219.700 210.00 .00 .00 297.00 1830.00 304.97 303.94 305.76 55.28 7.67 295.59 246. 14 20SEP99 17:20:47 PAGE 22 YOLF PEN CREEK PARK EXIS SUMMARY PRINTOUT TABLE 150 SECNO Q CYSEL DIFYSP DIFYSX DIFKYS TOPYID XLCH 26.300 3941.00 246.50 .00 .00 .00 735.20 .00 26.300 5287.00 247.14 .64 .00 .00 767.22 .00 26.300 5645.00 247.44 .30 .00 .00 782.00 .00 26.300 6882.00 247.82 .38 .00 .00 801.23 .00 * 37.300 3941.00 247.50 .00 .99 .00 549.51 1100.00 * 37.300 5287.00 248.19 .69 1.05 .00 594. 11 1100.00 37.300 5645.00 248.42 .23 .98 .00 617.43 1100. 00 37.300 6882.00 248.90 .48 1.07 .00 666.81 1100.00 * 45 .600 3941.00 248.31 .00 .81 .00 380. 74 830.00 * 45.600 5287.00 249.12 .81 .93 .00 395.66 830.00 * 45.600 5645.00 249.34 .22 .93 .00 399.82 830.00 * 45.600 6882.00 249.92 .58 1.03 .00 410.61 830.00 49.200 3941.00 248.96 .00 .65 .00 382.00 360.00 49.200 5287.00 249.79 .83 .67 .00 392.34 360.00 49 .200 5645.00 250.01 .22 .66 .00 810.04 360.00 49.200 6882.00 250.63 .62 . 70 .00 814.65 360.00 55.000 3941.00 250. 17 .00 1.21 .00 756.04 580.00 * 55.000 5287.00 250.93 .76 1.15 .00 782.66 580.00 * 55.000 5645.00 251. 13 .20 1.12 .00 789.50 580.00 * 55.000 6882.00 251.69 .57 1.07 .00 809.29 580.00 61.000 3949.00 250.81 .oo .64 .00 595.08 600.00 61.000 5261.00 251.52 . 71 .58 .00 669 .31 600.00 61.000 5515.00 251.69 .17 .56 .00 687.65 600.00 61.000 6793.00 252.24 .55 .55 .00 730.90 600.00 * 69.000 3949.00 253.20 .00 2.38 .00 86.63 800.00 * 69.000 5261.00 253.94 .74 2.42 .00 92.78 800.00 * 69.000 5515.00 254.06 .12 2.36 .00 93.51 800.00 * 69.000 6793.00 254.62 .57 2.38 .00 95.41 800.00 70.000 3949 .00 254.69 .00 1 .50 .00 42.00 100.00 70.000 5261.00 255.69 1.00 1. 75 .00 42.00 100.00 70.000 5515.00 255.86 .17 1.80 .00 42.00 100.00 70.000 6793.00 256.63 .77 2.00 .00 42.00 100.00 * 73. 700 3949.00 256.67 .00 1.98 .00 42.00 370.00 * 73. 700 5261.00 260.60 3.93 4.91 .00 42.00 370.00 * 73. 700 5515.00 261.43 .83 5.57 .00 42.00 370.00 * 73. 700 6793.00 262.62 1.19 6.00 .00 42.00 370.00 20SEP99 17:20:47 PAGE 23 SECNO Q CYSEL DIFYSP DIFYSX DIFK\.IS TOPYID XLCH 75 . 100 3949.00 258.60 .00 1.93 .00 256.57 140.00 75. 100 5261.00 262.36 3.75 1. 75 .00 340.00 140.00 75. 100 5515.00 263.14 .78 1. 71 .00 340.00 140.00 75. 100 6793.00 264.84 1. 70 2.22 .00 340.00 140.00 77.700 3949.00 259.00 .00 .39 .00 627.31 260.00 * 77.700 5261.00 262.50 3.50 . 14 .00 708.44 260.00 * 77.700 5515.00 263.26 . 76 .12 .00 742.61 260.00 * 77.700 6793.00 264.95 1.69 . 11 .00 907.00 260.00 80.800 3949.00 259.32 .00 .32 .00 409.21 310.00 80.800 5261.00 262.58 3.26 .08 .00 802.92 310.00 80.800 5515 .00 263.32 .74 .06 .00 845.45 310.00 80.800 6793.00 264.99 1.67 .04 .00 850.00 310.00 * 83.600 3949.00 259.76 .00 .44 .00 359.57 280.00 * 83.600 5261.00 262.69 2.93 . 11 .00 682.87 280.00 * 83.600 5515.00 263.40 . 71 .08 .00 742.06 280.00 83.600 6793.00 265.05 1.65 .05 .00 760.00 280.00 85.550 3949.00 260.56 .00 .80 .00 332.50 195.00 85.550 5261.00 262.91 2.35 .22 .00 510.97 195.00 85.550 5515.00 263.56 .66 .16 .00 567.93 195.00 85 .550 6793.00 265. 15 1.59 .10 .00 625.31 195.00 88.150 3949.00 261.33 .00 .77 .00 271.54 260.00 88 .150 5261.00 263.27 1.94 .37 .00 419.39 260.00 88. 150 5515.00 263.85 .58 .29 .00 458.59 260.00 88.150 6793.00 265.34 1.49 .19 .00 509.98 260.00 91.900 3949.00 262.23 .00 .90 .00 286.22 375.00 91.900 5261.00 263.84 1.61 .57 .00 330.60 375.00 91 .900 5515.00 264.32 .48 .47 .00 351.01 375.00 91 .900 6793.00 265.70 1 .38 .35 .00 419.96 375.00 95.000 3949.00 263. 15 .00 .92 .00 306. 15 310.00 95.000 5261 .00 264.50 1.36 .66 .00 365.26 310.00 95.000 5515.00 264.89 .39 .57 .00 383.37 310.00 95.000 6793.00 266. 15 1.25 .45 .00 436.74 310.00 * 98.550 3949.00 263.80 .00 .66 .00 477.77 355.00 * 98.550 5261.00 265.05 1 .24 .54 .00 576. 18 355.00 * 98.550 5515.00 265.38 .34 .49 .00 603.43 355.00 * 98.550 6793.00 266.55 1.17 .40 .00 686.68 355.00 * 103 .000 3949.00 263.85 .00 .04 .00 282.03 445.00 * 103 .000 5261.00 265.05 1.21 .01 .00 351.93 445.00 * 103 .000 5515.00 265.38 .33 .00 .00 370.68 445.00 * 103.000 6793.00 266.52 1.14 -.03 .00 425.36 445.00 20SEP99 17:20 :47 PAGE 24 SECNO Q CllSEL DIFllSP DI FllSX DIFKllS TOPllID XLCH 108. 100 3830.00 264.05 .00 .20 .00 157.58 510 .00 108. 100 5195.00 265.24 1.20 . 19 .00 165.49 510.00 108. 100 5630.00 265.54 .30 • 16 .00 167.45 510.00 108.100 6940.00 266.65 1. 11 .13 .00 191. 93 510.00 * 112.000 3830.00 264.25 .00 .20 .00 344.91 390.00 * 112.000 5195.00 265.52 1.27 .28 .00 390 .72 390.00 * 112.000 5630.00 265.85 .32 .31 .00 394.88 390.00 * 112.000 6940.00 267.02 1. 17 .37 .00 410.81 390.00 * 112.900 3830.00 264.20 .00 -.05 .00 169.73 90 .00 * 112.900 5195.00 265.45 1.25 -.08 .00 217.06 90.00 * 112.900 5630.00 265.76 .32 -.08 .00 220.51 90.00 * 112.900 6940.00 266.92 1. 15 -• 10 .00 231. 20 90.00 * 113.900 3830.00 263.66 .00 -.54 .00 42.00 100.00 * 113. 900 5195.00 264.59 .93 -.86 .00 42.00 100.00 * 113.900 5630.00 264.78 • 19 -.98 .00 42.00 100.00 * 113.900 6940.00 265.59 .81 -1.33 .00 42.00 100.00 * 116.200 3830.00 264. 12 .00 .46 .00 42.00 230.00 * 116.200 5195.00 266.67 2.55 2.08 .00 42.00 230.00 * 116.200 5630.00 267.37 .71 2.59 .00 42.00 230.00 * 116.200 6940.00 267.90 .53 2.32 .00 42.00 230.00 * 116.700 3830.00 265.85 .00 1. 73 .00 124.97 50.00 116.700 5195.00 268.66 2.81 2.00 .00 175.02 50.00 116. 700 5630.00 269.48 .82 2. 11 .00 189.54 50.00 116.700 6940.00 271.00 1.52 3.10 .00 461.39 50.00 119.200 3711.00 266.59 .00 .74 .00 415.42 250.00 * 119.200 5132.00 269. 19 2.60 .53 .00 467.71 250.00 * 119.200 5763.00 269.97 .78 .49 .00 478.64 250 .00 * 119 .200 7075.00 271.47 1.50 .47 .00 499.63 250.00 * 124.000 3711.00 268.26 .00 1.67 .00 149. 10 565.00 * 124.000 5132.00 269.64 1.38 .45 .00 187.09 565.00 * 124.000 5763.00 270.32 .68 .35 .00 204 .38 565.00 * 124.000 7075.00 271.71 1.39 .24 .00 236.28 565.00 * 126.000 3711.00 270.67 .00 2.41 .00 401.55 300.00 * 126.000 5132.00 271.75 1.08 2. 11 .00 481.70 300.00 * 126.000 5763.00 272.20 .45 1.88 .00 500.67 300.00 .,, 126.000 7075.00 273.16 .96 1.45 .00 504.05 300.00 130.900 3711.00 271.88 .00 1. 21 .00 394.97 750.00 130.900 5132.00 272.92 1.04 1.17 .00 525.65 750.00 130.900 5763.00 273.34 .41 1.14 .00 536.90 750.00 130.900 7075.00 274.18 .84 1.02 .00 597.80 750.00 20SEP99 17:20:47 PAGE 25 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH .,, 135.600 3711.00 272.95 .00 1.07 .00 622.48 835.00 .,, 135.600 5132.00 273.90 .96 .98 .00 636.11 835.00 .,, 135.600 5763.00 274.29 .38 .95 .00 640.77 835.00 .,, 135.600 7075.00 275.05 .76 .87 .00 649.75 835.00 .,, 145.600 2837.00 274.49 .00 1.55 .00 370.60 550.00 .,, 145.600 3954.00 275.28 .78 1.38 .00 464.77 550.00 .,, 145.600 4444.00 275 .59 .32 1.31 .00 490.47 55D.OO .,, 145.600 5541.00 276.51 .92 1.47 .00 566.41 550.00 .,, 156.400 2837.00 278.04 .00 3.55 .00 244.09 1080.00 .,, 156.400 3954.00 278.90 .86 3.63 .00 292.69 1080.00 .,, 156.400 4444.00 279.21 .31 3.62 .00 310.18 1080.00 156.400 5541.00 . 279.77 .56 3.26 .00 342.13 1080.00 160.200 2980.00 278.71 .00 .66 .00 425.40 380.00 160.200 4109.00 279.63 .92 .73 .00 471.63 380.00 160.200 4564.00 279.97 .33 .76 .00 488.37 380.00 .,, 160.200 5519.00 280.60 .63 .82 .00 525.56 380.00 163.000 2980.00 279.32 .00 .61 .00 417.39 280.00 163.000 4109.00 280.23 .91 .60 .00 463.18 280.00 163.000 4564.00 280.56 .33 .59 .00 467.71 280.00 163.000 5519.00 281.18 .62 .59 .00 476.27 280.00 166.100 2980.00 280.05 .00 . 73 .00 410.83 280.00 166.100 4109.00 280.90 .85 .67 .00 425.76 280.00 166.100 4564.00 281.21 .31 .65 .00 431.18 280.00 166.100 5519.00 281.81 .59 .62 .00 441.57 280.00 171.800 2591.00 281.93 .00 1.88 .DO 179 .35 570.00 171.800 3571.00 282.68 .75 1. 78 .00 269.00 570.00 171.800 3969.00 282.95 .27 1. 74 .00 303.93 570.00 171.800 4800.00 283.47 .52 1.66 .00 371. 19 570.00 173.300 2591.00 282.54 .00 .61 .00 203.01 140.00 173.300 3571.00 283.42 .88 .74 .00 310.96 140.00 173.300 3969.00 283.73 .31 .78 .00 348.73 140.00 173.300 4800.00 284.31 .58 .84 .00 411.58 140.00 175.300 2591.00 283.62 .00 1.08 .00 193.17 210.00 175.300 3571.00 284.60 .98 1.18 .00 350.19 210.00 175.300 3969.00 284.93 .32 1.20 .00 367.97 210.00 175.300 4800.00 285.49 .57 1.19 .00 398.69 210.00 176.500 2575.00 284.26 .00 .64 .00 280.88 145.00 176.500 3520.00 285.25 .98 .64 .00 355.92 145.00 176.500 3900.00 285.57 .32 .64 .00 379.22 145.00 176.500 4740.00 286.14 .57 .64 .00 439. 74 145.00 20SEP99 17:20:47 PAGE 26 SECNO Q CWSEL DI FWSP DIFWSX DIFKWS TOPWID XLCH 179.400 2575.00 285. 13 .00 .86 .00 305. 73 265.00 179.400 3520.00 286.08 .95 .83 .00 477.77 265.00 179.400 3900.00 286.39 .31 .83 .00 504.99 265.00 179.400 4740.00 286.97 .58 .83 .00 555.23 265.00 .,, 180.400 2575 .00 285.46 .00 .34 .00 31.30 100.00 .,, 180.400 3520.00 286.35 .89 .27 .00 301. 22 100.00 .,, 180.400 3900.00 286.64 .28 .24 .00 368.27 100.00 .,, 180.400 4740.00 287.20 .57 .23 .00 440.65 100.00 .,, 181.120 2575.00 286.32 .00 .85 .00 280.94 112. 00 .,, 181.120 3520.00 286.43 .12 .08 .00 335. 75 112.00 .,, 181.120 3900.00 286.44 .01 .. 19 .00 339.15 112.00 '* 181. 120 4740.00 286.29 -. 15 -.91 .00 271.21 112.00 '* 182.400 2575.00 286.75 .00 .43 .00 139.28 100.00 '* 182.400 3520.00 287.28 .53 .84 .00 175.37 100.00 '* 182.400 3900.00 287.50 .23 1 .06 .00 190.94 100.00 '* 182.400 4740.00 288.03 .53 1 .74 .00 483.22 100.00 185.500 2575.00 287.65 .00 .90 .00 113.46 300.00 185.500 3520.00 288.45 .80 1. 18 .00 132. 75 300.00 185.500 3900 .00 288.75 .30 1 .25 .00 138.13 300.00 185.500 4740.00 289.38 .63 1 .34 .00 149.08 300 .. 00 188.000 2575.00 288.72 .00 1 .07 .00 245.27 250.00 '* 188.000 3520.00 289.73 1.01 1 .27 .00 406.38 250.00 '* 188.000 3900.00 290.08 .35 1 .33 .00 452.03 250.00 '* 188.000 4740.00 290.80 .72 1.43 .00 470.43 250.00 190 .800 2560.00 289.39 .00 .67 .00 205.86 280.00 190.800 3464.00 290.38 .99 .65 .00 220.93 280.00 190.800 3855.00 290.70 .32 .62 .00 227.87 280.00 190.800 4675.00 291 .33 .63 .52 .00 241.29 280.00 '* 193.500 2560.00 289.79 .00 .40 .00 132.37 270.00 '* 193.500 3464.00 290.77 .98 .39 .00 147.45 270.00 '* 193.500 3855.00 291. 10 .33 .40 .00 152.83 270.00 '* 193.500 4675.00 291. 73 .64 .41 .00 163. 16 270.00 '* 195.500 2560.00 290.67 .00 .88 .00 160.26 200.00 '* 195.500 3464.00 291. 71 1.04 .95 .00 222.75 200.00 '* 195.500 3855.00 292.09 .37 .99 .00 241.28 200.00 '* 195.500 4675.00 292.80 .72 1.07 .00 252.02 200.00 197.500 1050.00 290.93 .00 .26 .00 150.51 200.00 197.500 1391 .00 292.02 1.09 .31 .00 181.19 200.00 197. 500 1536.00 292.4 1 .39 .33 .00 202.81 200.00 197.500 1830.00 293.16 .75 .36 .00 243.89 200.00 20SEP99 17:20:47 PAGE 27 SEC NO Q CIJSEL DIFIJSP DIFIJSX DIFKIJS TOPIJID XLCH '* 199.500 1050.00 290.97 .00 .04 .00 154.42 200.00 199.500 1391.00 292.06 1.09 .04 .00 175 .43 200 .00 199.500 1536.00 292.46 .39 .04 .00 184.23 200.00 199.500 1830.00 293.21 .75 .04 .00 200.93 200.00 '* 203.500 1050.00 291.88 .00 .91 .00 90.98 400.00 '* 203.500 1391.00 292.81 .93 .75 .00 105. 93 400.00 '* 203.500 1536.00 293.16 .35 .70 .00 111.53 400.00 '* 203.500 1830.00 293 .83 .67 .62 .00 122.28 400.00 205.500 1050.00 292.98 .00 1 .10 .00 93.46 225.00 205.500 139 1.00 293.78 . 79 .96 .00 106.35 225.00 205.500 1536.00 294.08 .31 .92 .00 112 .29 225.00 205.500 1830.00 294.68 .60 .85 .00 128.67 225.00 207.300 1050.00 293.75 .00 .77 .00 50.03 180.00 207.300 1391.00 294.44 .68 .66 .00 54.57 180.00 207.300 1536.00 294.69 .26 .61 .00 56.28 180.00 '* 207.300 1830.00 295. 16 .47 .48 .00 59.43 180.00 209.800 1050.00 295.96 .00 2.21 .00 54.48 250.00 209.800 1391.00 296.93 .97 2.49 .00 60.96 250.00 209.800 1536.00 297.31 .38 2.62 .00 63.41 250.00 209.800 1830.00 298.02 .71 2.85 .00 68.13 250.00 211.800 1050.00 297.63 .00 1.67 .00 64.88 200.00 211.800 1391.00 298.48 .85 1.55 .00 75 .96 200.00 211.800 1536.00 298.84 .37 1.54 .00 80.57 200.00 211.800 1830.00 299.46 .62 1 .45 .00 88.30 200.00 '* 212.400 1050.00 298.75 .00 1.12 .00 59.46 60.00 '* 212.400 1391.00 299.33 .58 .86 .00 72.04 60.00 '* 212 .400 1536.00 299.53 .19 .68 .00 76.17 60.00 212.400 1830 .00 299.92 .39 .45 .00 84.51 60.00 '* 212.800 1050.00 301 .40 .00 2.65 .00 137 .60 40.00 '* 212.800 1391.00 301.72 .33 2.39 .00 138.93 40.00 '* 212.800 1536.00 301.82 .09 2.29 .00 139.28 40.00 '* 212.800 1830.00 301.91 .10 2.00 .00 139 .67 40.00 * 213.000 1050.00 301.69 .00 .30 .00 158.60 20.00 213.000 1391.00 302.24 .55 .51 .00 174 .30 20.00 213.000 1536.00 302.45 .21 .63 .00 177.85 20.00 213.000 1830.00 302.83 .38 .92 .00 184.55 20.00 215.700 1050.00 301.98 .00 .29 .00 134.28 270.00 215.700 1391.00 302.56 .58 .32 .00 144.74 270.00 215.700 1536.00 302.78 .22 .33 .00 148.58 270.00 215.700 1830.00 303. 18 .40 .34 .DO 155.61 270.00 20SEP99 17:20:47 PAGE 28 SEC NO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 217.600 1050.00 302.51 .DO .53 .00 57.60 190.00 * 217.600 1391.00 303.10 .59 .54 .00 66.49 190.00 * 217.600 1536.00 303.32 .22 .55 .00 69.84 190.00 * 217.600 1830.00 303. 73 .41 .55 .00 75.96 190.00 219.700 1050.00 303.59 .OD 1.08 .00 66.79 210.00 219.700 1391.00 304.26 .66 1.15 .00 83.28 210.00 219.700 1536.00 304.51 .25 1. 18 .DO 91.45 210.00 219.700 1830.00 304.97 .46 1.23 .OD 106.54 210.00 20SEP99 17:20:47 PAGE 29 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 37.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73.700 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73.700 PROFILE= 3 HYDRAULIC JUMP D.S. WARNING SECNO= 73.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73. 700 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 73. 700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112. 900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112. 900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 20SEP99 17:20:47 PAGE 30 WARNING SECNO= 113. 900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113. 900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113.900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113.900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 116.200 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 116.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.700 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 124.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 124.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 124.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 156.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 156.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 156.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 160.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181.120 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181. 120 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181. 120 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181. 120 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 20SEP99 17:20:47 PAGE 31 WARNING SECNO= 182.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 199.500 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 207.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 213.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Kimley-Horn and Assoc iates , Inc . The Seitz Gro u p (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc The Se i tz Gro up Proposed Project Model -Floodplain September, 1999 1******************************************** * HEC-2 WATER SURFACE PROFILES * * * Version 4.6.2; May 1991 * * * * * RUN DATE 16SEP99 TIME 16:05:24 * ******************************************** 16SEP99 16:05:24 ************************************* HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* x x xxxxxxx x x x x x x xxxxxxx xx xx x x x x x x x x xxxxxxx 11-14-95 using erv meyer•s file 11 WOLFAMPR 11 as a base model and new topo from clarke & windham, secns 124.00, 126.00, xxxxx x x x x x xxxxx 130.90, 135.60, & 145.60 were revised and model rerun to determine limits at these sections. x xxxxx x 9-16-98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge lake. Stations 189.00 -223.20 Modified to match FIS. Appears to be +/-450 ft. added into the NDM stationing At about Station 186.00 Revised 9/1/99 by KHA to remove fill in left bank at 160.20 and 163.00 CMPJ KH This revision was referenced in wolf2r 10/22/98 but not implemented Revised 01/12/99 to correct channel reach length at 124.00-145.60 Revised 09/01/99 for updated topo at sections 171.8-180.40 (KHA) Added sections 166.1, 177.3 & 176.5 per updated topo 09/01/99 (KHA) Revised 09/01/99 to proposed right bank conditions 166.1-179.4 (KHA) T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 PROPOSED CONDITIONS -DEVELOPMENT ALONG RIGHT BANK T3 WOLF PEN CREEK PARK POST PROJECT MULTI PROFILE, FILE:WLF PP Revised 10/22/98 to remove fill in left bank at 160.20 and 163.00 J 1 !CHECK INQ NINV !DIR STRT METRIC HVINS 0 2 0 0 .001977 0 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 0 -1 0 0 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 Q IBW 0 0 JS LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 J6 IHLEQ !COPY SUBDIV STRTDS RMILE 16SEP99 16:05:24 xxxxx x x x xxxxx x x xxxxxxx *************************************** * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITED * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 * * * * * *************************************** PAGE THIS RUN EXECUTED 16SEP99 16:05:24 WSEL FQ 0 0 CHNIM !TRACE 0 0 PAGE 2 QT 4 3941 5287 5645 6882 NC 0.09 .075 0.06 0.1 0.3 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE X1 26.30 17 1153 1185 0 0 0 GR 250.0 1000 248.0 1030 246.0 1070 244.0 1100 242.0 1145 GR 240.0 1153 236.0 1156 235.0 1158 235.0 1168 236.0 1173 GR 238.0 1180 240.0 1185 242.0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 X1 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 1325 242.0 1535 GR 240.0 1545 238.0 1550 237.0 1553 238.0 1562 240.0 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1780 GR 260.0 1900 X1 45.60 16 1302 1335 700 500 830 GR 250.0 650 250.0 1018 248.0 1030 246.0 1060 244.0 1285 GR 242.0 1297 240.0 1302 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246.0 1380 250.0 1430 252.0 1460 254.0 1500 GR 256.0 1555 X1 49.20 17 1305 1335 150 300 360 GR 250.0 600 250.0 1015 246.0 1045 246.0 1260 244.0 1300 GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238.0 1320 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 .060 X1 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252.0 1050 250.0 1085 248.0 1200 248.0 1425 GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248.0 1795 250.0 1835 252.0 1870 QT 4 3949 5261 5515 6793 X1 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252.0 1060 250.0 1240 248.0 1280 246.0 1630 GR 240.0 1650 246.0 1670 248.0 1740 250.0 1750 254.0 1810 GR 256.0 1860 NC .065 .065 .060 .3 .5 X1 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266.0 1100 264.0 1300 262.0 1560 260.0 1675 GR 258.0 1790 256.0 1940 250.0 1960 248.0 1968 246.0 1990 GR 245.0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260.0 2430 260.0 2560 260.0 2665 266.0 2850 STATE HIGHWAY 6 WEST LANE, U/S IS MOST RESTRICTIVE (4-10 1 X 8 1 ) W'X H' 16SEP99 16:05:24 PAGE 3 ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE X1 70.00 12 1700 1742 100 100 100 GR 270.0 1000 268.0 1095 266.0 1190 264.0 1450 263.85 1700 GR 246. 11 1700 246.11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 2870 NC .015 SB 1.25 1.5 2.9 0 42 2 320 0 247.32 246. 11 X1 73.70 370 370 370 1 .21 X2 1 255.32 263.85 BT 10 1000 270.0 0 1095 268.0 0 1190 266.0 0 BT 1450 264.0 0 1700 263.85 0 1742 263.85 0 2600 BT 264.0 0 2695 266.0 0 2780 268. 0 0 2870 270.0 BT 0 NC .070 .070 .060 SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE X1 75.10 18 1600 1630 100 150 140 GR 270.0 1000 270.0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258.0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 GR 254.0 1765 270.0 1765 270.0 2260 NC . 1 .3 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 77.70 22 1529 1570 190 310 260 GR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257 .63 1287 GR 258.00 1299 256.00 1349 254.70 1449 254.50 1503 252.50 1529 GR 246.30 1534 243.25 1549 246.61 1564 254.01 1570 257.71 1623 GR 257.35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 GR 263.34 1907 270.0 1907 NC .075 .075 .065 SECTION CUTOFF AT HOLLEMAN R.O.Y. AND LOYE'S BUILDING X1 80.80 15 1315 1355 320 230 310 GR 270.00 1000 263.4 1000 262.0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 GR 256.0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R.O.Y. X1 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256. 0 1285 GR 254.0 1360 246.37 1370 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 270.0 1760 SECTION CUTOFF AT HOLLEMAN R.O.Y. X1 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258.0 1290 256.0 1315 254 .0 1410 GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 1 16SEP99 16:05:24 PAGE 4 SECTION CUTOFF AT HOLLEMAN R.O.Y. X1 88.15 12 1400 1445 280 230 260 GR 270.00 1000 263.6 1140 262.0 1270 260.0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254.0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 SECTION CUTOFF AT SEARS SERVICE CENTER X1 91.90 14 1660 1705 450 200 375 GR 270.00 1470 266.0 1470 264.0 1540 262.0 1565 260.0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 1780 260.0 1815 270.0 1965 SECTION CUTOFF AT SEARS SERVICE CENTER X1 95.00 16 1181 1211 170 350 310 GR 266.01 1000 264.56 1057 263.16 1107 262.36 1157 262.36 1181 GR 253.06 1190 251.96 1207 256.94 1211 257.94 1257 259.44 1357 GR 259.84 1389 268.82 1457 270.32 1507 277.65 1607 282.35 1699 GR 280.36 1780 X1 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1420 260.0 1500 GR 258.0 1595 256.0 1620 254.0 1670 252.58 1675 260.0 1695 GR 262.0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512.5 .025 1567.5 .045 1675 X1 103.00 14 1512.5 1567.5 150 600 445 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1450 259.0 1480 GR 256.0 1490 255.0 1512.5 254.0 1512.5 254.00 1540 254.0 1567.5 GR 255.0 1567.5 256.0 1582 258.0 1588 270.0 1675 QT 4 3830 5195 5630 6940 AMPH !THEATER DAM NH 4 .045 1296 .025 1374 .045 1408 .075 1584 X1 108. 10 14 1310 1374 500 220 510 GR 274.0 1140 267.0 1233 257.0 1278 255.0 1296 255.0 1310 GR 254.0 1310 254.0 1342 254.0 1374 255.0 1374 255. 15 1385 GR 266.0 1408 268.0 1465 269.0 1510 270.0 1584 NC .065 .065 LAKE MODIFIED TO REFLECT SILT NH 4 .075 1130 .045 1374 .025 1634 .045 1755 X1 112.00 16 1486 1634 360 320 390 GR 272.0 1000 270.0 1130 267.0 1318 265.0 1330 265.0 1345 GR 256.00 1374 255.00 1486 254.00 1486 254.0 1560 254.0 1634 GR 255.0 1634 256. 1645 263. 1672 264.0 1685 265.0 1714 GR 271.0 1755 NC .3 .5 LAKE MODIFIED TO REFLECT SILT NH 4 .045 1464 .025 1565 .045 1760 .075 1820 1 16SEP99 16:05:24 PAGE 5 100 1 D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECTION X1 112. 90 15 1473 1565 100 250 90 GR 272.0 1000 267.0 1432 256.0 1464 255.0 1473 254.0 1473 GR 254.0 1540 254.0 1565 255.0 1565 256.0 1578 265.0 1613 GR 265.0 1650 266.0 1658 269.7 1680 269.7 1760 272.0 1820 D/S FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION X1 113. 90 12 1418 1460 100 100 100 GR 271.21 1000 270.4 1140 269.86 1240 269.32 1340 269.04 1418 GR 254.19 1418 254. 19 1460 269.04 1460 270.11 1500 271.00 1600 GR 271.49 1700 272. 12 1800 NC .015 SB 1.25 1.50 2.9 0 42 2 400 0 255.34 254. 19 X1 116.20 230 230 230 1.15 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269.86 0 BT 1340 269.32 0 1418 269.04 0 1460 269.04 0 1500 BT 270. 11 0 1600 271.00 0 1700 271.49 0 1800 272.12 BT 0 NC .075 .075 .055 X1 116. 70 15 1495 1587 50 50 50 GR 272.06 1000 271.48 1100 270.94 1200 270.4 1300 269.86 1385 GR 269.68 1445 264.0 1495 255.34 1520 255.34 1562 264.0 1587 GR 271.0 1650 271.24 1750 271.87 1850 272.5 1950 272.82 2050 QT 4 3711 5132 5763 7075 NC . 1 .3 X1 119 .20 9 1300 1337 250 250 250 GR 271.48 1000 264.0 1030 262.0 1290 260.0 1300 256.12 1310 GR 260.0 1337 264.0 1380 268.0 1465 272.5 1510 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 124.00 22 1070 1111 580 300 565 GR 272 1000 270 1003 268 1007 266 1010 264 1014 GR 266 1018 268 1070 266 1073 264 1075 262 1077 GR 260 1080 258 1083 256.42 1087 258 1091 260 1097 GR 262 1103 264 1106 266 1111 268 1149 270 1200 GR 272 1243 272 1314 SECTION UPDATED USING LATEST TOPO·NOV 6, 1995 X1 126.00 22 1161 1244 240 180 300 GR 276 1000 274 1005 272 1012 • 270 1028 268 1059 GR 266 1133 266 1161 264 1177 264 1190 262 1221 GR 260 1225 258 1226 256 1232 258 1237 268 1244 GR 268 1257 268 1273 266 1285 268 1320 270 1341 GR 270 1380 272 1512 1 16SEP99 16:05:24 PAGE 6 NC .090 .090 .075 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 130.90 21 1010 1099 500 370 750 GR 276 1000 274 1010 272 1020 270 1029 268 1033 GR 266 1049 264 1056 258 1065 258 1082 264 1090 GR 266 1099 268 1149 268 1162 270 1265 272 1425 GR 272 1485 272 1520 274 1565 274 1593 276 1748 GR 278 1823 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 X1 135.60 24 1860 1920 340 300 835 0 GR 277.5 1000 278 1184 276 1294 272 1321 270 1515 GR 270 1540 268 1550 268 1763 270 1848 270 1860 GR 268 1875 266 1880 263.14 1895 264 1900 266 1905 GR 268 1910 270 1920 272 1930 274 1945 276 1955 GR 278 1975 280 2035 282 2200 284 2290 QT 4 2837 3954 4444 5541 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 X1 145.60 16 1610 1636 410 450 550 GR 280 1090 278 1127 275 1328 273 1580 272 1610 GR 265.95 1624 265.95 1624 266 1627 268 163 0 270 1636 GR 272 1725 274 1756 276 1785 278 1814 280 1844 GR 280 1894 SECTION CUTOFF AT XMAS STORE X1 156.40 13 1135 1190 520 600 1080 GR 283.24 1120 283.24 1120 283.24 1120 274.0 1135 272.0 1145 GR 270.0 1150 267.52 1155 270.0 1175 272.0 1190 274.0 1260 GR 276.0 1330 278.0 1370 280.0 1480 QT 4 2980 4109 4564 5519 SECTION REVISION IMPLEMENTED 9/1/99 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 160.20 15 1360 1400 250 220 380 GR 282.0 1000 280.0 1065 278.0 1080 276.0 1130 276.0 1240 GR 274.0 1290 272.0 1360 270.0 1365 266.79 1375 270.0 1385 GR 274.0 1400 276.0 1420 278.0 1470 280.0 1555 282.0 1610 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 163.00 14 1460 1492 350 240 280 GR 284.0 1230 280.0 1230 280.0 1245 278.0 1300 276.0 1460 GR 270.0 1475 268.98 1480 270.0 1485 272.0 1492 274.0 1515 GR 276.0 1600 278.0 1665 280.0 1690 284.0 1745 Section 166.10 Added 09/01/99 BY KHA per updated topo Right Channel revised to proposed conditions 09/03/99 BY KHA Mannings n values modified in right bank 09/03/99 BY KHA 16SEP99 16:05:24 PAGE 7 NC .090 .060 .075 X1 166.10 18 1432 1472 200 200 280 GR 288 508 286 799 284 1043 282 1078 280 1098 GR 278 1310 276 1429 274 1432 272 1440 271.0 1456 GR 272 1471 274 1472 276 1474 278 1476 280 1508 GR 282 1523 284 1568 293 1569 QT 4 2591 3571 3969 4800 Sect i on 171.80 Revised 09/01/99 BY KHA per updated topo Right Channel rev i sed to proposed conditions 09/03/99 BY KHA SECTION CUTOFF AT CAR YASH X1 171.80 17 1383 1413 200 280 570 GR 286.0 1005 284 1090 282 1260 280 1292 278 1344 GR 276 1383 274 1389 272 1395 271.4 1400 272 1405 GR 27_,.4 1407 276 1413 278 1422 280 1431 282 1441 GR 283 1479 290 1480 Section 173.30 Added 09/01/99 BY KHA per updated topo Right Channel revised to proposed conditions 09/03/99 BY KHA X1 173.30 22 1355 1386 120 250 140 GR 290 548 288 693 288 905 286 960 286 1066 GR 284 1210 282 1297 280 1324 278 1344 276 1355 GR 274 1359 272 1364 271.5 1370 272 1375 274 1381 GR 276 1386 278 1393 280 1404 282 1434 282.5 1460 GR 288.5 1461 290 1490 Sect i on 175.30 Revised 09/01/99 BY KHA per updated topo Right Channel r evised to proposed conditions 09/03/99 BY KHA X1 175.30 20 1307 1343 210 170 210 GR 290 559 288 839 286 1109 284 1189 282 1213 GR 280 1287 278 1307 276 1317 274 1321 272 1325 GR 271.7 1330 272.0 1334 274 1337 276 1340 278 1343 GR 280 1346 282.0 1351 284 1395 289.6 1396 290 1430 QT 4 2575 3520 3900 4740 Section 176 .50 Added 09/01/99 BY KHA per updated topo Ri ght Channel rev i sed to proposed conditions 09/03/99 BY KHA X1 176.50 19 1175 1234 90 150 145 GR 290 470 288 622 286 1033 284 1113 282 1143 GR 280 1175 278 1185 276 1195 274 1201 273.2 1206 GR 274 1212 276 1218 278 1225 280 1234 282 1264 GR 283 1283 284 1296 285 1309 286 1322 Section 179.40 Revised 09/01/99 BY KHA per updated topo Mannings n values i n right bank specified to original value 09/03/99 NC .090 .090 .075 .3 .5 100° D/S OF BOX CULVERT ON TEXAS AVENUE X1 179.40 19 1086 1162 220 260 265 GR 290 706 288.9 766 288.0 856 286.0 1026 284.0 1079 GR 282 1086 280.0 1095 278 1109 276 1118 274 1124 GR 273.5 1130 274 1135 276 1139 278 1144 280 1156 GR 282 1162 284.0 1172 286 1497 288 1501 1 16SEP99 16:05:24 PAGE 8 D/S FACE BOX CULVERTS ON TEXAS AVENUE X1 180.40 11 1235 1266.3 160 60 100 GR 290.0 800 289.4 1000 286.6 1235 273. 01 1235 273.01 1266.3 GR 286.5 1266.3 286.0 1410 286.0 1500 286.4 1590 287.2 1625 GR 290.5 1640 NC .015 SB 1.25 1.5 2.9 0 31.3 1.3 300 0 273 .01 273.01 X1 181.12 112 112 112 X2 1 283.01 286.6 BT 9 800 290.0 0 1000 286.6 0 1235 286.75 0 BT 1266.3 286.75 0 1410 286.6 0 1500 286.6 0 1590 BT 286.8 0 1625 287.2 0 1640 290.5 0 NC .065 .065 .055 • 1 .3 NDM STATION 186.00 100' U/S BOX CULVERTS X1 182.40 11 1185 1270 100 100 100 GR 290.0 800 289.4 1000 286.6 1150 286.0 1185 273.8 1207 GR 273.8 1215 284.0 1250 286.0 1270 288.0 1300 288.0 1555 GR 290.0 1620 NDM STATION 189.00 X1 185.50 12 1370 1435 260 390 300 GR 295.0 1000 295.0 1310 288.0 1310 286.0 1370 276.3 1400 GR 276.3 1403 288.0 1435 290.0 1470 292.0 1545 294.0 1660 GR 298.0 1840 300.0 1880 NDM STATION 191.50 X1 188.00 8 1425 1490 150 270 250 GR 290.0 1060 288.0 1370 286.0 1425 276.75 1462 286.0 1490 GR 288.0 1500 290.0 1510 300.0 1765 QT 4 2560 3464 3855 4675 NDM STATION 194.30 X1 190.80 13 1235 1280 230 200 280 GR 295.0 1175 288.0 1185 286.0 1235 277.5 1258 277.5 1262 GR 284.0 1280 286.0 1355 290.0 1395 292.0 1435 294.0 1490 GR 296.0 1530 298.0 1585 300.0 1610 NC .075 NDM STATION 197.00 X1 193.50 12 1252 1297 275 320 270 GR 295.0 1210 289.0 1210 288.0 1240 286.0 1252 278.1 1275 GR 286.0 1297 288.0 1320 290.0 1345 294.0 1410 296.0 1490 GR 298.0 1570 300.0 1610 NDM STATION 199.00 16SEP99 16:05:24 PAGE 9 X1 195.50 12 1292 1380 200 150 200 GR 295.0 1260 288.0 1260 280.0 1311 279.0 1315 280.0 1322 GR 286.0 1340 288.0 1355 290.0 1380 292.0 1500 296.0 1560 GR 298.0 1620 300.0 1690 NC .085 .085 .050 QT 4 1050 1391 1536 1830 NDM STATION 201.00 X1 197.50 13 1290 1350 380 130 200 GR 300.0 1160 293.5 1170 292.0 1230 290.0 1255 286.0 1275 GR 284.0 1290 280.5 1320 282.0 1330 284.0 1350 290.0 1380 GR 296.0 1470 298.0 1610 300.0 1655 NDM STATION 203.00 X1 199.50 10 1230 1290 150 230 200 GR 300.0 1140 293.5 1150 292.0 1170 286.0 1230 282.0 1260 GR 286.0 1290 296.0 1380 298.0 1415 300.0 1455 302.0 1520 NDM STATION 207.00 X1 203.50 12 1355 1375 320 410 400 GR 300.0 1000 298.0 1015 296.0 1100 296.0 1285 294.0 1285 GR 288.0 1355 286.1 1370 286.0 1375 294.0 1410 296.2 1410 GR 298.0 1792 300.0 1800 NDM STATION 209.00 X1 205.50 14 1198 1215 180 130 225 GR 300.0 1000 298.0 1080 294.0 1140 292.0 1160 290.0 1180 GR 288.0 1198 287.0 1205 288.0 1215 290.0 1225 294.0 1250 GR 296.0 1275 298.0 1300 298.0 1380 300.0 1390 NDM STATION 210.80 X1 207.30 1D 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 1158 296.0 1168 290.0 1185 GR 287.5 1195 290.0 1210 296.0 1233 300.0 1250 302.0 1400 NC .3 .5 NDM STATION 213.30 X1 209.80 10 1250 1265 250 240 250 GR 306.0 1000 304.0 1061 302.0 1140 300.0 1180 298.0 1197 GR 290.0 1250 289.0 1255 290.0 1265 300.0 1265 300.8 1430 NDM STATION 215.30 X1 211.80 12 1295 1310 150 180 200 GR 310.0 1000 308.0 1060 306.0 1100 304.0 1190 300.0 1265 GR 294.0 1295 291.0 1308 294.0 1310 298.0 1345 300.0 1360 GR 300.7 1380 300.8 1580 NDM STATION 215.90 16SEP99 16:05:24 PAGE 10 X1 212.40 18 1101. 9 1114. 1 90 30 60 GR 308. 1 820 308.0 830 304.0 1000 302.0 1070 298.0 1086 GR 290.96 1101.9 290.96 1102 290.96 1102.8 290.96 1105 290.96 1108 GR 290.96 1111 290.96 1113.2 290.96 1114 290.96 1114. 1 298.0 1129 GR 300.6 1175 300.6 1210 320.0 1210. 1 NC .024 SB 1 .25 1 .5 2.9 0 8.5 0 55 0 290.96 290.96 NDM STATION 216.30 X1 212.80 40 40 40 X2 1 297.46 300.60 BT 18 820 308. 1 0 830 308.0 0 1000 304.0 0 BT 1070 302.0 0 1086 301.3 0 1101. 9 300.6 0 1102 BT 300.6 0 1102.8 300.6 0 1105 300.6 0 1108 300.6 BT 0 1111 300.6 0 1113.2 300.6 0 1114 300.6 0 BT 1114. 1 300.6 0 1129 300.6 0 1175 300.6 0 1210 BT 300.6 0 1210. 1 320.0 0 NC .050 .050 .045 NDM STATION 216.50 X1 213.00 13 1315 1345 20 20 20 GR 308. 1 1000 308.0 1055 306.0 1135 304.0 1190 302.0 1225 GR 300.0 1300 298.0 1315 292.5 1330 292.5 1338 298.0 1345 GR 300.0 1380 300.0 1395 320.0 1395 NDM STATION 219.20 X1 215. 70 13 1225 1255 230 290 270 GR 307.0 1000 306.0 1055 304.0 1190 302.0 1205 298.0 1225 GR 294.0 1240 296.0 1250 298.0 1255 300.0 1275 302.0 1340 GR 306.0 1380 308.0 1395 310.0 1420 NC . 1 .3 NDM STATION 221.10 X1 217.60 14 1150 1210 300 300 190 GR 305.9 1000 306.0 1030 306.0 1085 304.0 1150 300.0 1170 GR 296.2 1175 296.2 1185 298.0 1195 300.0 1200 302.0 1210 GR 304.0 1230 306.0 1245 308.0 1265 310.0 1290 NDM STATION 223.20 X1 219.70 9 1085 1120 170 210 210 GR 306.0 1000 304.0 1055 302.0 1085 300.0 1090 297.0 1100 GR 300.0 1115 302.0 1120 308.0 1150 310.0 1170 1 16SEP99 16:05:24 PAGE 11 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 16SEP99 16:05:24 PAGE 12 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11·7·95 T2 EXIST. COND. 50-YR.FLD.·HYPOTHETICAL STORM··W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 1 1 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q 0 3 0 0 .001977 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC I BIJ 2 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, IJHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 16SEP99 16:05:24 T1 HYDRAULIC ANALYSIS OF IJOLF PEN CREEK AND TRIBUTARIES new topo 11-7 -95 T2 EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--IJ/AMPHITHEATER AND LAKE T3 IJOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:IJOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q 4 0 .001799 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC I BIJ 3 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, IJHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 16SEP99 16:05:24 T1 HYDRAULIC ANALYSIS OF IJOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 500-YR.FLD.-HYPOTHETICAL STORM--IJ/AMPHITHEATER AND LAKE T3 IJOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:IJOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS 0 5 0 .001977 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 15 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, IJHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 16SEP99 16:05:24 ************************************* HEC-2 IJATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* Q I BIJ IJSEL FQ CHNIM !TRACE IJSEL FQ 247.44 CHNIM !TRACE IJSEL FQ CHNIM !TRACE THIS RUN EXECUTED 16SEP99 NOTE -ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST IJOLF PEN CREEK PARK POST SUMMARY PRINTOUT TABLE 150 SECNO 26.300 26.300 26.300 XLCH .00 .00 .00 ELTRD .00 .00 .00 ELLC .00 .00 .00 ELM IN 235.00 235.00 235.00 Q 3941.00 5287.00 5645.00 CIJSEL 246.50 247. 14 247.44 CRIIJS 244.81 245.45 245.43 EG 246.67 247.31 247.59 10*KS 19.94 20. 16 17.99 VCH 4.85 5.08 4.89 PAGE 13 PAGE 14 PAGE 15 16:05:26 AREA .01K 1809.68 882.60 2290.71 1177.49 2519.74 1330.93 26.300 .00 .00 .00 235.00 6882.00 247.82 246.01 247.99 19.80 5.25 2824.26 1546.57 * 37.300 1100.00 .00 .00 237.00 3941.00 247. 50 243.79 247.56 8.68 2.97 2336.41 1337.28 * 37.300 1100.00 .00 .00 237.00 5287.00 248. 19 244.27 248.27 10.23 3.39 2732.00 1652.61 37.300 1100.00 .00 .00 237.00 5645.00 248.42 244.36 248.50 10.23 3.45 2869.83 1764.80 37.300 1100 .00 .00 .00 237.00 6882.00 248.90 244.69 249.00 11 .64 3.80 3179.17 2017.00 * 45.600 830.00 .00 .00 237.50 3941.00 248.31 245.89 248 .53 21.04 5.21 1486.74 859. 11 * 45.600 830.00 .00 .00 237.50 5287.00 249. 12 246.79 249.37 23. 10 5. 75 1799.84 1099.92 * 45.600 830.00 .00 .00 237.50 5645.00 249.34 246.85 249.59 23. 17 5.83 1889. 16 1172.78 * 45.600 830.00 .00 .00 237.50 6882.00 249.92 247.27 250.21 25.09 6.28 2125.59 1373.81 49.200 360.00 .00 .00 237.70 3941 .00 248.96 247.33 249.22 31 .34 5.80 1361. 12 703.94 49.200 360.00 .00 .00 237.70 5287.00 249.79 247.84 250.06 31 .84 6.20 1681.42 936.99 49.200 360.00 .00 .00 237. 70 5645.00 250.01 247.99 250.28 31 .61 6.26 1769.45 1004.08 49.200 360.00 .00 .00 237. 70 6882.00 250.63 248.35 250.89 30.89 6.44 2268.35 1238. 16 55.000 580.00 .00 .00 239.00 3941.00 250. 17 248.59 250.27 17.59 3.95 2028 .40 939.75 * 55.000 580.00 .00 .00 239.00 5287.00 250.93 248 .93 251 .03 15.57 3.95 2613.57 1340.01 * 55.000 580.00 .00 .00 239.00 5645.00 251. 13 248.96 251.22 15.07 3.95 2767. 12 1454.36 * 55.000 580.00 .00 .00 239.00 6882.00 251 .69 249.29 251. 79 14.43 4.02 3219.31 1811 .46 61.000 600.00 .00 .00 240.00 3949.00 250.81 248.48 250.89 12.89 3.40 2037. 71 1099.77 61.000 600.00 .00 .00 240.00 5261.00 251.52 248.79 251 .61 13.44 3.68 2484.67 1435. 10 61.000 600.00 .00 .00 240.00 5515.00 251.69 248.86 251 .78 13.06 3.68 2603. 18 1526.08 61.000 600.00 .00 .00 240.00 6793.00 252.24 249.12 252.35 13.66 3.92 2995.76 1837.73 * 69.000 800.00 .00 .00 245.00 3949.00 253.20 252.24 254. 76 153.97 10 .22 413.29 318.25 * 69.000 800.00 .00 .00 245.00 5261.00 253.94 253.29 256.05 181.03 11 .94 479.46 391.01 * 69.000 800.00 .00 .00 245.00 5515.00 254.06 253.47 256.27 186.79 12.27 490.48 403.53 * 69.000 800.00 .00 .00 245.00 6793.00 254.62 254.47 257.37 211.16 13. 74 544 .48 467.47 16SEP99 16:05:24 PAGE 16 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 70.000 100.00 .00 .00 246. 11 3949.00 254.69 252.59 256.56 175.96 10.96 360.37 297.70 70.000 100.00 .00 .00 246. 11 5261. 00 255.69 253.95 258.34 226. 13 13.08 402.32 349.85 70.000 100.00 .00 .00 246. 11 5515.00 255.86 254.20 258.67 236. 18 13.47 409.40 358.86 70.000 100.00 .00 .00 246. 11 6793.00 256.63 255.43 260.30 287.26 15.37 441 .84 400.79 * 73.700 370.00 263.85 255.32 247.32 3949.00 256.67 .00 258.24 8.54 10.05 392.78 1351 .23 * 73. 700 370.00 263.85 255.32 247.32 5261 .00 260.60 .00 261.98 5.54 9.43 557.90 2236.05 * 73. 700 370.00 263.85 255.32 247.32 5515.00 261 .43 .00 262.77 5.13 9.31 592.62 2433.76 * 73. 700 370.00 263.85 255.32 247.32 6793.00 262.62 .00 264.36 6.21 10.57 642.75 2725.04 75. 100 140.00 .00 .00 245.93 3949.00 258.60 255.37 258.81 16. 14 4.85 1310.09 982.87 75. 100 140.00 .00 .00 245.93 5261.00 262.36 256.09 262.45 5.38 3.37 2473.95 2268.25 75. 100 140.00 .00 .00 245.93 5515.00 263.14 256. 12 263 .22 4.44 3. 16 2740.67 2617.98 75. 100 140.00 .00 .00 245.93 6793.00 264.84 256.79 264.92 3.86 3. 15 3318.76 3456.92 77.700 260.00 .00 .00 243.25 3949.00 259.00 252. 71 259. 11 8.64 3.58 2082.66 1343.46 * 77.700 260 .00 .00 .00 243.25 5261 .00 262.50 256.06 262.53 2.12 2.08 4416.48 3612.23 * 77.700 260.00 .00 .00 243.25 5515.00 263.26 256.30 263.29 1.66 1.90 4973.46 4274.28 * 77.700 260.00 .00 .00 243.25 6793.00 264.95 257. 16 264.97 1.28 1. 78 6447.81 6007 .25 80.800 310.00 .00 .00 246.39 3949.00 259.32 256.48 259.46 15.60 4.02 1610. 14 999.78 80.800 310.00 .00 .00 246.39 5261. 00 262.58 257.00 262.62 4.27 2.53 3575.24 2544.56 80.800 310.00 .00 .00 246.39 5515.00 263.32 257. 11 263.36 3.20 2.26 4188.62 3083.44 80 .800 310.00 .00 .00 246.39 6793 .00 264.99 257. 52 265.02 2.24 2.04 5611. 76 4542.13 * 83.600 280.00 .00 .00 246.37 3949.00 259.76 257.49 260.08 36.93 5.86 1109.63 649.79 * 83.600 280.00 .00 .00 246.37 5261.00 262.69 258.44 262.78 9.39 3.53 2653.99 1716.53 * 83.600 280.00 .00 .00 246.37 5515.00 263.40 258.50 263.47 6.80 3. 12 3163.33 2115. 17 83.600 280.00 .00 .00 246.37 6793.00 265.05 259. 14 265. 10 4.31 2.68 4405. 14 3271.72 85.550 195.00 .00 .00 246.64 3949.00 260 .56 257.53 260.77 30.56 4.64 1179.64 714.34 85.550 195.00 .00 .00 246.64 5261.00 262.91 258.25 263.02 13.39 3.66 2157.81 1437 .62 85.550 195.00 .00 .00 246.64 5515.00 263.56 258.36 263.66 10 .37 3.36 2511.86 1712.22 85.550 195.00 .00 .00 246.64 6793.00 265.15 258.99 265.22 6.92 3.01 3460.20 2583.24 88.150 260.00 .00 .00 246.61 3949.00 261 .33 258.01 261. 54 28.50 4.43 1159.04 739.69 88.150 260.00 .00 .00 246 .61 5261.00 263.27 258.57 263.43 17.04 3.96 1808.51 1274.64 88.150 260.00 .00 .oo 246.61 5515.00 263.85 258.76 263.98 13.86 3.71 2063.99 1481.26 88.150 260.00 .00 .00 246.61 6793.00 265.34 259 .40 265.46 10. 12 3.47 2787.95 2135.08 91.900 375.00 .00 .00 247.49 3949.00 262 .23 259.26 262.42 27.35 4.42 1216.56 755.07 91.900 375.00 .00 .00 247.49 5261.00 263.84 259.84 264.01 19.27 4. 19 1714.31 1198.46 91.900 375.00 .00 .00 247.49 5515.00 264.32 259.87 264.47 16.59 4.01 1877.41 1353.96 91 .900 375.00 .00 .00 247 .49 6793 .00 265.70 260.47 265.84 13.22 3.89 2409.00 1868.44 95.000 310.00 .00 .00 251.96 3949.00 263.15 260.51 263.36 31.82 4.84 1164.29 700.05 95.000 310.00 .00 .00 251. 96 5261.00 264.50 261.13 264.70 24.57 4.68 1620.03 1061.27 95.000 310.00 .00 .00 251.96 5515.00 264.89 261.17 265.08 21.66 4.51 1766.20 1184.97 95.000 310.00 .00 .00 251. 96 6793.00 266. 15 261.53 266.31 17.07 4.31 2282.49 1644.08 16SEP99 16:05:24 PAGE 17 SEC NO XLCH ELTRD ELLC ELMIN Q CllSEL CRJllS EG 10*KS VCH AREA .01K * 98.550 355.00 .00 .00 252.58 3949.00 263.80 259.47 263.89 12.38 3.12 1819.29 1122.31 * 98.550 355.00 .00 .00 252.58 5261.00 265.05 260.10 265. 13 10.33 3.14 2472.67 1637.24 * 98.550 355.00 .00 .00 252.58 5515.00 265.38 260.23 265.46 9 ~38 3.06 2671.45 1800.44 * 98.550 355.00 .00 .00 252.58 6793.00 266.55 260.77 266.62 7.68 2.99 3427.56 2452.01 * 103.000 445.00 .00 .00 254.00 3949.00 263.85 258.82 264.11 3.36 4.89 1273.37 2155 .67 * 103.000 445.00 .00 .00 254.00 5261.00 265.05 259.70 265.37 3.61 5.47 1656.57 2768.98 * 103.000 445.00 .00 .00 254.00 5515.00 265.38 259.86 265.69 3.48 5.48 1774.92 2954.63 * 103.000 445.00 .00 .00 254.00 6793.00 266.52 260.64 266.85 3 .42 5.79 2231.36 3670.97 108. 100 510.00 .00 .00 254.00 3830.00 264.05 258. 16 264.25 2.24 4.06 1208.99 2557.13 108.100 510.00 .00 .00 254.00 5195.00 265.24 258.96 265.52 2.73 4.83 1402.09 3145.49 108.100 510.00 .00 .00 254.00 5630.00 265.54 259. 19 265.84 2.91 5.07 1451.35 3300.06 108.100 510.00 .00 .00 254.00 6940.00 266.65 259.87 267.01 3.14 5.60 1646.89 3916.73 * 112.000 390.00 .00 .00 254.00 3830.00 264.25 256.63 264.28 .30 1 . 51 2842.64 7038.64 * 112.000 390.00 .00 .00 254.00 5195.00 265.52 257.05 265.57 .35 1. 79 3312.48 8734.65 * 112.000 390.00 .00 .00 254.00 5630.00 265.85 257.18 265.89 .37 1.87 3439.51 9197.65 * 112.000 390.00 .00 .00 254.00 6940.00 267.02 257.54 267.07 .40 2.06 3909.94 10969.99 * 112. 900 90.00 .00 .00 254.00 3830.00 264.20 257.66 264.35 1.50 3.38 1357.97 3126.80 * 112.900 90.00 .00 .00 254.00 5195.00 265.45 258.41 265.66 1.81 4.01 1592.26 3858.79 * 112.900 90.00 .00 .00 254.00 5630.00 265.76 258.63 266.00 1.92 4.20 1661.39 4061.22 * 112 .900 90.00 .00 .00 254.00 6940.00 266.92 259.27 267. 19 2.05 4.61 1922.05 4852.52 * 113.900 100.00 .00 .00 254.19 3830.00 263.66 260.53 265. 10 69.70 9.63 397.75 458.76 * 113.900 100.00 .00 .00 254.19 5195.00 264.59 261.97 266.79 97.74 11.90 436.72 525.48 * 113.900 100.00 .00 .00 254.19 5630.00 264.78 262.39 267.27 108.87 12.66 444.81 539.59 * 113. 900 100.00 .00 .00 254.19 6940.00 265.59 263.63 268.85 133.90 14.50 478.75 599.76 * 116.200 230.00 269.04 265.34 255.34 3830.00 264. 12 .00 265.79 9.65 10.38 368.98 1232.91 * 116.200 230.00 269.04 265.34 255.34 5195.00 266.67 .00 268.52 8.48 10.92 475.84 1783.65 * 116.200 230.00 269.04 265.34 255.34 5630.00 267.37 .00 269.30 8.38 11. 14 505.46 1944.32 * 116.200 230.00 269.04 265.34 255.34 6940.00 267.90 .00 270.59 11.27 13. 15 527.73 2067.11 * 116.700 50.00 .00 .00 255.34 3830.00 265.85 260.88 266.25 22.32 5.07 781.14 810.76 116.700 50.00 .00 .00 255.34 5195.00 268.66 261.99 269.02 14.05 4.90 1202.87 1385.87 116.700 50.00 .00 .00 255.34 5630.00 269.48 262.30 269.82 12.55 4.86 1351.52 1589.33 116. 700 50.00 .00 .00 255.34 6940.00 271.00 263.15 271.35 11.36 5.01 1834.02 2059.19 119.200 250.00 .00 .00 256. 12 3711.00 266.59 264.39 266.73 15.41 4.35 1586.84 945.20 * 119.200 250.00 .00 .oo 256. 12 5132.00 269.19 264.80 269.26 6.27 3.31 2744.26 2049.42 * 119.200 250.00 .00 .00 256.12 5763.00 269.97 265.06 270.04 5.46 3.23 3113.62 2466.21 * 119.200 250.00 .00 .00 256.12 7075.00 271.47 265.42 271.54 4.41 3.15 3846.30 3368.53 * 124.000 565.00 .00 .00 256.42 3711.00 268.26 268.26 269.99 151.00 11.21 433.88 302.00 * 124.000 565.00 .00 .00 256.42 5132.00 269.64 269.37 271. 15 117.22 11.13 666.09 474.01 * 124.000 565.00 .00 .00 256.42 5763.00 270.32 269.67 271.64 98.02 10. 72 799.74 582.08 * 124.000 565.00 .00 .00 256.42 7075.00 271. 71 270.49 272.73 68.69 9.86 1105.34 853.66 16SEP99 16:05:24 PAGE 18 SECNO XLCH ELTRD ELLC ELM IN Q CllSEL CRlllS EG 10*KS VCH AREA .01K * 126.000 300.00 .00 .00 256.00 3711.00 270.67 266.77 270.82 13.08 3.70 1451.31 1026.00 * 126.000 300.00 .00 .00 256.00 5132.00 271. 75 267.88 271.92 13. 11 4.03 1929.59 1417.57 * 126.000 300.00 .00 .00 256.00 5763.00 272.20 268.27 272.37 12.91 4.13 2146.31 1603.72 * 126.000 300.00 .00 .00 256.00 7075.00 273.16 268.88 273.33 11.66 4.18 2631.88 2072.12 130.900 750.00 .00 .00 258.00 3711.00 271.88 267.26 272.05 25.40 3.83 1361.50 736.29 130.900 750.00 .00 .00 258.00 5132.00 272.92 268.85 273.09 25.36 4.00 1887.25 1019.11 130.900 750.00 .00 .00 258.00 5763.00 273.34 269.32 273.50 25.00 4.04 2104.60 1152.52 130.900 750.00 .00 .00 258.00 7075.00 274.18 270.14 274.34 23.24 4.04 2569.91 1467.62 * 135.600 835.00 .00 .00 263. 14 3711.00 272.95 269.73 272.99 12. 71 2.33 2311. 16 1041.11 * 135.600 835.00 .00 .00 263. 14 5132.00 273.90 270.13 273.96 12.20 2.51 2912.82 1469. 18 * 135.600 835.00 .00 .00 263.14 5763.00 274.29 270.30 274.34 12.10 2.59 3153.10 1656.70 * 135.600 835.00 .00 .00 263. 14 7075.00 275 .05 270.61 275.11 11.69 2.72 3645.87 2068.94 * 145.600 550.00 .oo .00 265.95 2837.00 274.49 273.60 274.89 117 .86 6.79 715.62 261.32 * 145.600 550.00 .00 .00 265.95 3954.00 275.28 274.30 275.63 98.98 6.75 1047.63 397.43 * 145.600 550.00 .00 .00 265.95 4444.00 275.59 274.48 275.92 90.36 6.64 1198. 26 467.51 * 145.600 550.00 .00 .00 265 .95 5541.00 276.51 274.89 276.75 59.24 5.84 1690.64 719.90 * 156.400 1080.00 .00 .00 267.52 2837.00 278.04 274.61 278. 19 24.14 3 .73 1045.13 577.37 * 156.400 1080.00 .00 .00 267.52 3954.00 278.90 275.45 279.10 28.17 4.32 1275.47 745.02 * 156.400 1080.00 .00 .00 267.52 4444.00 279.21 275.64 279.42 29.93 4.56 1368.60 812.32 156.400 1080.00 .00 .00 267.52 5541.00 279.77 276.36 280.03 34.34 5.09 1552.61 945.62 160.200 380.00 .00 .00 266.79 2980.00 278.71 275.22 278.80 16.70 3.30 1485.75 729.32 160.200 380.00 .00 .00 266.79 4109.00 279.63 276.21 279.73 16.94 3.56 1900.43 998.33 160.200 380.00 .00 .00 266.79 4564.00 279.97 276.56 280.07 16.95 3.64 2061.11 1108.48 * 160.200 380.00 .00 .00 266.79 5519.00 280.60 276.96 280.71 17 .05 3.81 2378.05 1336.54 163.000 280.00 .00 .00 268.98 2980.00 279.32 276. 71 279.43 25.87 3.85 1316.42 585.85 163.000 280.00 .00 .00 268.98 4109.00 280.23 277.33 280.35 24.31 4.02 1720.72 833.35 163.000 280.00 .00 .00 268.98 4564.00 280.56 277.61 280.68 23.80 4.07 1874.14 935.47 163.000 280.00 .00 .00 268.98 5519.00 281.18 277.99 281.31 23.20 4.20 2168. 16 1145.84 166.100 280.00 .00 .00 271.00 2980.00 280.04 278.18 280.32 45.05 5.27 975.33 444.00 166.100 280.00 .00 .00 271.00 4109.00 280.89 279.06 281.15 41.52 5.41 1330.75 637.71 166.100 280.00 .00 .00 271.00 4564.00 281.20 279.24 281.45 40.26 5.45 1462.97 719.33 166.100 280.00 .00 .00 271.00 5519.00 281.79 279.77 282.04 38 .27 5.53 1721.42 892.08 171.800 570.00 .00 .00 271.40 2591.00 281.86 279.28 282. 15 44.21 5.26 697.54 389.68 171.800 570.00 .00 .00 271.40 3571.00 282.60 280.30 282.96 52.37 6.06 853.39 493.45 171.800 570.00 .00 .00 271.40 3969.00 282.87 280.42 283.25 54.76 6.31 925.19 536.37 171.800 570.00 .00 .00 271.40 4800.00 283.37 281.07 283.79 58.02 6.73 1084.97 630.18 173.300 140.00 .00 .00 271.50 2591.00 282.47 279.33 282.87 47.45 5.85 590.09 376. 14 173.300 140.00 .00 .00 271.50 3571.00 283.33 280.65 283.80 53.06 6.56 764.39 490.24 173.300 140.00 .00 .00 271.50 3969.00 283.63 281.02 284.12 54.77 6.80 832.21 536.29 173.300 140.00 .00 .00 271.50 4800.00 284.19 281.76 284.72 57.44 7.20 970.90 633.35 16SEP99 16:05:24 PAGE 19 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 175.300 210.00 .00 .00 271.70 2591.00 283.49 280.37 283.85 47.27 5.57 659.49 376.87 175.300 210.00 .00 .00 271.70 3571.00 284.45 281.85 284.85 49.09 6.07 858.09 509.66 175.300 210.00 .00 .00 271.70 3969.00 284.78 282.26 285 .19 49.63 . 6.24 934.35 563.38 175 .300 210.00 .00 .00 271.70 4800.00 285.39 283.10 285.82 50.94 6.57 1085.72 672.55 176.500 145.00 .00 .00 273.20 2575.00 284. 15 280.58 284.40 34.58 4.40 715.59 437.92 176.500 145.00 .00 .00 273.20 3520 .00 285.12 281.75 285.41 35.17 4.81 924.73 593.55 176 .500 145.00 .00 .00 273.20 3900.00 285.46 282.18 285.75 35.24 4.94 1009.59 656.97 176.500 145.00 .00 .00 273.20 4740.00 286.07 282.84 286.39 36.22 5.24 1182.51 787.57 179.400 265.00 .00 .00 273.50 2575.00 285.06 280.79 285.35 36.20 4.41 697.35 427.99 179 .400 265.00 .00 .00 273.50 3520.00 286.04 281.72 286.35 36.09 4.78 1074.51 585.97 179.400 265.00 .00 .00 273.50 3900.00 286.37 282.02 286.66 34.74 4.82 1234.87 661.66 179.400 265.00 .00 .00 273.50 4740.00 287.02 282.67 287.29 31.99 4.85 1580.18 838.01 * 180.400 100.00 .00 .00 273.01 2575.00 285.41 278.93 286.10 84.96 6.63 388.26 279.36 * 180.400 100.00 .00 .00 273.01 3520.00 286.33 280.33 287.40 127.72 8.35 473.63 311.46 * 180.400 100.00 .00 .00 273.01 3900.00 286.62 280.82 287.76 138.02 8.76 572.42 331. 96 * 180.400 100.00 .00 .00 273.01 4740.00 287.24 286.85 288.31 136.47 8.97 826.89 405.76 * 181.120 112. 00 286.60 283.01 273.01 2575 .00 286.29 .00 286.88 2.81 6.19 462.46 1535.54 * 181.120 112. 00 286.60 283.01 273.01 3520.00 286.43 .00 287.51 5.09 8.35 502.68 1559.84 * 181.120 112.00 286.60 283.01 273.01 3900.00 286.43 .00 287.76 6.24 9.25 505.97 1561.72 * 181.120 112. 00 286.60 283.01 273.01 4740.00 286.30 .00 288.31 9.50 11.37 465.55 1537.56 * 182.400 100.00 .00 .00 273.80 2575.00 286. 73 281.45 287.05 24.61 4.56 581.89 519.05 * 182.400 100.00 .00 .00 273.80 3520.00 287.27 282.61 287.76 34 .46 5.68 666.22 599.62 * 182.400 100.00 .00 .00 273.80 3900.00 287.50 283.07 288.05 37.48 6.05 707.76 637.00 * 182.400 100.00 .00 .00 273.80 4740.00 288.04 283.87 288.70 41.44 6.67 832.41 736.35 185.500 300.00 .00 .00 276.30 2575.00 287.64 284.41 288.23 48.98 6.23 444.17 367.95 185.500 300.00 .00 .00 276.30 3520.00 288.45 285.67 289.23 58.21 7.29 544.44 461.36 185.500 300.00 .00 .00 276.30 3900.00 288.75 285.92 289.59 59.98 7.62 586. 10 503.55 185.500 300.00 .00 .00 276.30 4740.00 289.38 286.98 290.34 62.89 8.24 676.60 597.72 188.000 250.00 .00 .00 276.75 2575.00 288.71 284.78 289.07 24.99 4.97 629.08 515.07 * 188.000 250.00 .00 .00 276. 75 3520.00 289.73 285.91 290.09 24.16 5.32 958.32 716.20 * 188.000 250.00 .00 .00 276.75 3900.00 290.08 286.14 290.43 , 23.22 5.36 1111.01 809.42 * 188.000 250.00 .00 .00 276.75 4740.00 290.80 287.05 291. 11 20.27 5.29 1444.74 1052.74 190.800 280.00 .00 .00 277.50 2560.00 289.38 286.18 289.57 14.35 4.07 885.08 675.74 190.800 280.00 .00 .00 277.50 3464.00 290.38 286.96 290.58 14.83 4 .46 1095.70 899.54 190.800 280.00 .00 .00 277.50 3855.00 290.70 287.21 290.92 15.44 4.66 1168.31 981. 19 190.800 280.00 .00 .00 277.50 4675.00 291.33 287.64 291. 58 16.50 5.02 1315.52 1150.97 * 193.500 270.00 .00 .00 278.10 2560.00 289.79 286.80 290.34 39.38 6.38 504.19 407.95 * 193.500 270.00 .00 .00 278. 10 3464.00 290.77 288. 17 291.42 41.61 7. 10 640.90 537.03 * 193.500 270.00 .00 .00 278. 10 3855.00 291. 10 288.68 291.80 43.27 7.42 690.57 586.04 * 193.500 270.00 .00 .00 278. 10 4675.00 291.73 289.53 292.52 46.17 8.02 791. 16 688.03 16SEP99. 16:05:24 PAGE 20 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 195 .500 200.00 .00 .00 279.00 2560.00 290.67 285.95 290.88 18.47 3.66 711.24 595.65 * 195.500 200.00 .00 .00 279.00 3464.00 291. 71 286.91 291 .97 19.04 4. 13 910.89 793.83 * 195.500 200.00 .00 .00 279.00 3855.00 292.09 287.27 292.36 19.39 4.30 997.99 875.50 * 195.500 200.00 .00 .00 279.00 4675 .00 292.80 287.94 293.11 19. 71 4.60 1174.68 1053.09 197.500 200.00 .00 .00 280.50 1050.00 290.93 284.44 290.97 1.89 1. 71 792.55 762.98 197.500 200.00 .00 .00 280.50 1391. 00 292.02 284.89 292.07 2.06 1 .93 973.85 969.90 197.500 200.00 .00 .00 280.50 1536.00 292.41 285.07 292.47 2. 13 2.01 1049.35 1052. 71 197 .500 200.00 .00 .00 280.50 1830.00 293. 16 285.42 293.22 2.23 2. 16 1216.21 1224.3 1 * 199.500 200.00 .00 .00 282.00 1050.00 290 .97 286.09 291.03 3 .99 2.15 652.55 525.58 199.500 200.00 .00 .00 282.00 1391.00 292.06 286.55 292. 14 3.92 2.35 833. 14 702.80 199.500 200.00 .00 .00 282.00 1536.00 292.46 286.74 292.53 3 .91 2.43 904.02 776.62 199.500 200.00 .00 .00 282.00 1830.00 293.21 287. 10 293.29 3 .89 2.56 1048.06 928 .29 * 203 .500 400 .00 .00 .00 286.00 1050.00 291.88 290.45 292.34 56.83 6.59 264.89 139.28 * 203.500 400.00 .00 .00 286.00 1391.00 292.81 291.07 293.28 48.66 6.83 356.71 199.41 * 203.500 400.00 .00 .00 286.00 1536.00 293 . 16 291.30 293.63 46.47 6.93 394.67 225.33 * 203.500 400.00 .00 .00 286.00 1830.00 293.83 291. 74 294.30 42.53 7.09 473.03 280.60 205.500 225.00 .00 .00 287.00 1050.00 292.98 291.47 293.38 47. 71 6.35 276.92 152.02 205 .500 225.00 .00 .00 287.00 1391.00 293.78 292.07 294.20 45.34 6.78 356.16 206.58 205.500 225.00 .00 .00 287.00 1536.00 294.08 292.28 294.52 44.29 6.92 389.75 230.79 205.500 225.00 .00 .00 287.00 1830.00 294.68 292.70 295. 12 41 .53 7.09 461.53 283 .96 207.300 180.00 .00 .00 287.50 1050.00 293.75 292.52 294.56 77.25 7.54 172.09 119.46 207.300 180.00 .00 .00 287.50 1391.00 294.44 293.24 295.45 84.10 8.57 207.71 151.68 207.300 180.00 .00 .00 287 .50 1536.00 294.69 293.53 295.79 86.79 8.96 221. 91 164.87 * 207.300 180.00 .00 .00 287. 50 1830.00 295. 16 294.06 296.43 92.08 9. 71 249.23 190.70 209.800 250.00 .00 .00 289.00 1050.00 295.96 294 .15 296.52 74.29 7.08 214.56 121.83 209.800 250.00 .00 .00 289.00 1391.00 296.93 294.89 297.54 74.65 7.56 270.98 161.00 209.800 250 .00 .00 .00 289.00 1536.00 297.31 295. 18 297.94 74.92 7.74 293.95 177.46 209.800 250 .00 .00 .00 289.00 1830.00 298.02 295.71 298.67 74 .65 8.02 340.57 211 .81 211.800 200.00 .00 .00 291.00 1050.00 297.63 297.34 298.79 149.06 9.95 167.37 86.00 21 1 .800 200.00 .00 .00 291.00 1391.00 298.48 298.13 299.60 127.13 10.17 227.29 123.37 211.800 200.00 .00 .00 291.00 1536.00 298.84 298.35 299.91 115.78 10. 11 256. 17 142 .75 21 1 .800 200.00 .00 .00 291 .00 1830.00 299.46 298.82 300.50 104.54 10.22 308.36 178.98 * 212.400 60.00 .00 .00 290 .96 1050.00 298.75 296. 12 299.33 38 .70 7.27 233. 17 168.78 * 212.400 60.00 .00 .00 290.96 1391.00 299.33 297.02 300.11 49.17 8.60 271.32 198.38 * 212.400 60.00 .00 .00 290 .96 1536.00 299.53 297 .36 300.40 54 .06 9. 15 285.40 208.91 212.400 60 .00 .00 .00 290.96 1830.00 299.92 298.27 300.95 62.44 10. 13 316.30 231.58 * 212.800 40.00 300.60 297.46 290 .96 1050.00 301.40 .00 301. 76 3.76 5.74 488.20 54 1 .20 * 212.800 40.00 300.60 297.46 290.96 1391.00 301.72 .00 302.28 5.67 7 .19 534 .05 584 .11 * 212.800 40.00 300.60 297.46 290 .96 1536.00 301.82 .00 302.47 6.65 7.83 546.19 595.80 * 212.800 40.00 300.60 297.46 290.96 1830.00 301.91 .00 302.80 9.03 9.18 559 .76 609.02 16SEP99 16:05:24 PAGE 21 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01 K * 213.000 20.00 .00 .00 292.50 1050.00 301.69 297.82 301.84 8.96 3.46 429.55 350.79 213.000 20.00 .00 .00 292.50 1391.00 302.24 298.79 302.41 10.23 3.88 52 1 .78 434.88 213.000 20.00 .00 .00 292.50 1536.00 302.45 299.19 302.63 10.67 4.04 557.53 470.17 213.000 20.00 .00 .00 292.50 1830.00 302 .83 299.96 303.03 11. 41 4.31 626.86 541.70 215.700 270.00 .00 .00 294.00 1050.00 301 .98 299.36 302.19 14.76 4.16 347.43 273.31 215.700 270.00 .00 .00 294.00 1391.00 302.56 300.10 302.79 15.84 4.57 427.84 349.46 215.700 270.00 .00 .00 294.00 1536.00 302.78 300.37 303.02 16. 17 4.72 460 .07 381.93 215.700 270.00 .00 .00 294 .00 1830.00 303.18 300.87 303.45 16.83 5.00 521. 12 446.03 * 217.600 190.00 .00 .00 296.20 1050.00 302.51 300.81 302.99 55.70 5.60 188.74 140.69 * 217.600 190.00 .00 .00 296.20 1391.00 303. 10 301.52 303.71 61.36 6.29 225.54 177 .58 * 217.600 190.00 .00 .00 296.20 1536.00 303.32 301.79 303 .99 63.39 6.55 240.76 192.93 * 217.600 190.00 .00 .00 296.20 1830.00 303. 73 302.25 304.49 67.22 7.03 270.51 223.20 219.700 210.00 .00 .00 297.00 1050.00 303.59 302.25 304.23 57.93 6.54 178.41 137.95 219.700 210.00 .00 .00 297.00 1391.00 304.26 303.04 304.99 57.38 7 .15 227.67 183.64 219 .700 210.00 .00 .00 297.00 1536.00 304.51 303.33 305.26 56.70 7 .34 249.63 203.99 219.700 210.00 .00 .00 297.00 1830.00 304.97 303.94 305.76 55.28 7.67 295.59 246 . 14 16SEP99 16:05:24 PAGE 22 WOLF PEN CREEK PARK POST SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 26.300 3941.00 246.50 .00 .00 .00 735.20 .00 26.300 5287.00 247. 14 .64 .00 .00 767.22 .00 26.300 5645.00 247.44 .30 .00 .00 782.00 .00 26.300 6882 .00 247.82 .38 .00 .00 801.23 .00 * 37.300 3941.00 247.50 .00 .99 .00 549.51 1100.00 * 37.300 5287.00 248. 19 .69 1.05 .00 594.11 1100.00 37.300 5645.00 248.42 .23 .98 .00 617.43 1100.00 37.300 6882.00 248 .90 .48 1.07 .00 666.81 1100.00 * 45.600 3941.00 248 .31 .00 .81 .00 380.74 830.00 * 45.600 5287.00 249 .12 .81 .93 .00 395.66 830.00 * 45.600 5645.00 249.34 .22 .93 .00 399.82 830.00 * 45.600 6882.00 249.92 .58 1.03 .00 410.61 830.00 49 .200 3941.00 248.96 .00 .65 .00 382.00 360.00 49.200 5287.00 249.79 .83 .67 .00 392.34 360.00 49.200 5645.00 250.01 .22 .66 .00 810.04 360.00 49.200 6882.00 250 .63 .62 .70 .00 814.65 360.00 55.000 394 1 .00 250.17 .00 1.21 .00 756.04 580.00 * 55.000 5287.00 250.93 .76 1. 15 .00 782.66 580.00 * 55.000 5645.00 251.13 .20 1. 12 .00 789.50 580.00 * 55.000 6882.00 251.69 .57 1.07 .00 809.29 580.00 61.000 3949.00 250.81 .00 .64 .00 595.08 600.00 61.000 526 1.00 251.52 . 71 .58 .00 669.31 600.00 61.000 5515.00 251.69 .17 .56 .00 687.65 600.00 61.000 6793.00 252.24 .55 .55 .00 730.90 600.00 * 69.000 3949.00 253.20 .00 2.38 .00 86.63 800.00 * 69.000 526 1 .00 253.94 .74 2.42 .00 92.78 800.00 * 69.000 5515.00 254.06 .12 2.36 .00 93.51 800.00 * 69.000 6793 .00 254.62 .57 2 .38 .00 95.41 800.00 70.000 3949.00 254.69 .00 1.50 .00 42.00 100.00 70.000 5261.00 255.69 1.00 1. 75 .00 42.00 100.00 70.000 5515.00 255.86 .17 1.80 .00 42.00 100.00 70.000 6793.00 256.63 .77 2.00 .00 42.00 100.00 * 73. 700 3949.00 256.67 .00 1.98 .00 42.00 370.00 * 73.700 5261.00 260.60 3.93 4.91 .00 42.00 370.00 * 73.700 5515.00 261.43 .83 5.57 .00 42.00 370.00 * 73.700 6793.00 262.62 1.19 6.00 .00 42.00 370.00 16SEP99 16:05:24 PAGE 23 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 75. 100 3949.00 258.60 .00 1.93 .00 256.57 140.00 75. 100 5261.00 262.36 3.75 1. 75 .00 340.00 140.00 75.100 55 15.00 263. 14 .78 1. 71 .00 340.00 140.00 75.100 6793.00 264.84 1. 70 2 .22 .00 340.00 140.00 77.700 3949.00 259.00 .00 .39 .00 627.31 260.00 * 77 .700 5261.00 262 .50 3.50 .14 .00 708.44 260.00 * 77.700 5515.00 263.26 .76 . 12 .00 742.61 260.00 * 77.700 6793.00 264.95 1.69 . 11 .00 907 .00 260.00 80.800 3949.00 259.32 .00 .32 .00 409.21 310.00 80.800 5261 .00 262.58 3.26 .08 .00 802.92 310.00 80.800 5515.00 263.32 .74 .06 .00 845.45 310.00 80.800 6793.00 264.99 1 .67 .04 .00 850.00 310.00 * 83.600 3949.00 259.76 .00 .44 .00 359.57 280.00 * 83.600 5261.00 262.69 2.93 . 11 .00 682.87 280.00 * 83.600 5515.00 263.40 .71 .08 .00 742.06 280.00 83.600 6793.00 265.05 1.65 .05 .00 760.00 280.00 85.550 3949.00 260.56 .00 .80 .00 332.50 195.00 85.550 5261.00 262.91 2.35 .22 .00 510.97 195.00 85.550 5515.00 263.56 .66 . 16 .00 567.93 195.00 85.550 6793.00 265. 15 1 .59 • 10 .00 625.31 195.00 88. 150 3949.00 261.33 .00 .77 .00 271.54 260.00 88.150 5261. 00 263.27 1.94 .37 .00 419.39 260.00 88. 150 5515.00 263.85 .58 .29 .00 458.59 260.00 88. 150 6793.00 265.34 1.49 . 19 .00 509.98 260.00 91.900 3949.00 262.23 .00 .90 .00 286.22 375.00 91.900 5261 .00 263.84 1.61 .57 .00 330.60 375.00 91.900 5515.00 264.32 .48 .47 .00 351.01 375.00 91.900 6793.00 265.70 1 .38 .35 .00 419.96 375.00 95.000 3949.00 263. 15 .00 .92 .00 306. 15 310.00 95.000 5261 .00 264.50 1.36 .66 .00 365.26 310.00 95.000 5515.00 264.89 .39 .57 .00 383.37 310.00 95.000 6793.00 266. 15 1 .25 .45 .00 436.74 310.00 * 98.550 3949.00 263.80 .00 .66 .00 477. 77 355.00 * 98.550 5261.00 265.05 1 .24 .54 .00 576. 18 355.00 * 98.550 5515.00 265.38 .34 .49 .00 603.43 355.00 * 98.550 6793.00 266.55 1. 17 .40 .00 686.68 355.00 * 103.000 3949.00 263.85 .00 .04 .00 282.03 445.00 * 103.000 5261.00 265.05 1. 21 .01 .00 351 .93 445.00 * 103.000 5515.00 265.38 .33 .00 .00 370.68 445.00 * 103.000 6793.00 266.52 1.14 -.03 .00 425.36 445.00 16SEP99 16:05:24 PAGE 24 SECNO Q Cl.JSEL DIFl.JSP DI Fl.JSX DIFKl.JS TOPl.JID XLCH 108.100 3830.00 264.05 .00 .20 .00 157.58 510.00 108. 100 5195.00 265.24 1.20 .19 .00 165.49 510.00 108. 100 5630.00 265.54 .30 . 16 .00 167.45 510.00 108. 100 6940.00 266.65 1. 11 .13 .00 191.93 510.00 * 112.000 3830.00 264.25 .00 .20 .00 344.91 390.00 * 112.000 5195.00 265.52 1 .27 .28 .00 390.72 390.00 * 112.000 5630.00 265.85 .32 .31 .00 394.88 390.00 * 112.000 6940.00 267.02 1. 17 .37 .00 410.81 390.00 * 112.900 3830.00 264.20 .00 -.05 .00 169.73 90.00 * 112.900 5195.00 265.45 1 .25 -.08 .00 217.06 90.00 * 112.900 5630.00 265.76 .32 -.08 .00 220.51 90.00 * 112.900 6940.00 266.92 1.15 -.10 .00 231.20 90.00 * 113.900 3830.00 263.66 .00 -.54 .00 42.00 100.00 * 113.900 5195.00 264.59 .93 -.86 .00 42.00 100.00 * 113.900 5630.00 264.78 .19 -.98 .00 42.00 100.00 * 113.900 6940.00 265.59 .81 -1 .33 .00 42.00 100.00 * 116.200 3830.00 264. 12 .00 .46 .00 42.00 230.00 * 116.200 5195.00 266.67 2.55 2.08 .00 42.00 230.00 * 116.200 5630.00 267.37 .71 2.59 .00 42.00 230.00 * 116.200 6940.00 267.90 .53 2.32 .00 42.00 230.00 * 116. 700 3830.00 265.85 .00 1. 73 .00 124.97 50.00 116. 700 5195.00 268.66 2.81 2.00 .00 175.02 50.00 116. 700 5630.00 269.48 .82 2. 11 .00 189.54 50.00 116. 700 6940.00 271.00 1.52 3. 10 .00 461.39 50.00 119.200 3711.00 266.59 .00 .74 .00 415.42 250.00 * 119. 200 5132.00 269. 19 2.60 .53 .00 467.71 250.00 * 119.200 5763.00 269.97 .78 .49 .00 478.64 250.00 * 119.200 7075.00 271.47 1.50 .47 .00 499.63 250.00 * 124.000 3711. 00 268.26 .00 1 .67 .00 149 .10 565.00 * 124.000 5132.00 269.64 1.38 .45 .00 187.09 565 .00 * 124.000 5763.00 270.32 .68 .35 .00 204.38 565.00 * 124.000 7075.00 271. 71 1.39 .24 .00 236 .28 565.00 * 126.000 3711.00 270.67 .00 2.41 .00 401.55 300.00 * 126.000 5132.00 271.75 1.08 2. 11 .00 481.70 300 .00 * 126.000 5763.00 272.20 .45 1.88 .00 500.67 300.00 * 126.000 7075.00 273.16 .96 1 .45 .00 504.05 300.00 130.900 3711.00 271.88 .00 1 .21 .00 394.97 750.00 130.900 5132.00 272.92 1.04 1 .17 .00 525.65 750.00 130.900 5763.00 273.34 .41 1.14 .00 536.90 750.00 130.900 7075.00 274.18 .84 1.02 .00 597.80 750.00 16SEP99 16:05:24 PAGE 25 SECNO Q CWSEL OIFWSP OIFWSX OIFKWS TOPWIO XLCH * 135.600 3711.00 272.95 .00 1.07 .00 622.48 835.00 * 135.600 5132.00 273.90 .96 .98 .00 636. 11 835.00 * 135.600 5763.00 274.29 .38 .95 .00 640.77 835.00 * 135.600 7075.00 275.05 .76 .87 .00 649.75 835.00 * 145.600 2837 .00 274.49 .00 1.55 .00 370.60 550.00 * 145.600 3954.00 275.28 .78 1.38 .00 464.77 550.00 * 145.600 4444.00 275.59 .32 1 .31 .00 490.47 550.00 * 145.600 5541.00 276.51 .92 1 .47 .00 566.41 550.00 * 156.400 2837.00 278.04 .00 3.55 .00 244.09 1080.00 * 156.400 3954.00 278.90 .86 3.63 .00 292.69 1080.00 * 156 .400 4444.00 279.2 1 .31 3.62 .00 310.18 1080.00 156.400 5541.00 279.77 .56 3.26 .00 342. 13 1080.00 160.200 2980.00 278. 71 .oo .66 .00 425.40 380.00 160.200 4109.00 279.63 .92 .73 .00 471 .63 380.00 160.200 4564.00 279.97 .33 .76 .00 488.37 380.00 * 160.200 5519 .00 280.60 .63 .82 .00 525.56 380.00 163.000 2980.00 279.32 .00 .61 .00 417.39 280.00 163.000 4109.00 280.23 .91 .60 .00 463. 18 280.00 163.000 4564.00 280.56 .33 .59 .00 467.71 280.00 163.000 5519.00 281. 18 .62 .59 .00 476.27 280.00 166.100 2980 .00 280.04 .00 .73 .00 410.72 280.00 166.100 4109.00 280.89 .85 .66 .00 425.59 280.00 166. 100 4564.00 281 .20 .31 .64 .00 430.99 280.00 166.100 5519.00 281. 79 .59 .61 .00 441 .36 280.00 171.800 2591.00 281.86 .00 1.82 .00 177.90 570.00 171.800 3571.00 282.60 .74 1. 71 .00 254. 15 570.00 171.800 3969.00 282.87 .26 1.66 .00 286.80 570.00 171.800 4800 .00 283.37 .51 1.58 .00 335.54 570.00 173.300 2591 .00 282.47 .00 .61 .00 182.09 140.00 173.300 3571. 00 283.33 .86 .73 .00 221. 16 140 .00 173.300 3969.00 283 .63 .30 .77 .00 234. 16 140.00 173.300 4800.00 284. 19 .55 .81 .00 264. 13 140.00 175.300 2591.00 283 .49 .00 1.02 .00 188.62 210.00 175.300 3571.00 284.45 .97 1. 12 .00 224.25 210.00 175.300 3969.00 284.78 .33 1. 15 .00 237.52 210.00 175.300 4800.00 285.39 .61 1. 21 .00 261.88 210.00 176.500 2575.00 284 .15 .00 .66 .00 190 .99 145.00 176.500 3520.00 285 . 12 .97 .67 .00 242 .17 145.00 176.500 3900.00 285.46 .33 .67 .00 260.08 145.00 176.500 4740.00 286.07 .61 .68 .00 304.99 145.00 16SEP99 16:05:24 PAGE 26 SECNO Q CWSEL OIFWSP OIFWSX OIFKWS TOPWIO XLCH 179.400 2575.00 285.06 .00 .91 .00 293.24 265.00 179.400 3520.00 286.04 .98 .92 .00 474.27 265.00 179.400 3900.00 286.37 .32 .91 .00 502 .83 265.00 179.400 4740.00 287.02 .65 .95 .00 559.39 265 .00 * 180.400 2575.00 285.41 .00 .35 .00 31.30 100.00 * 180.400 3520.00 286.33 .91 .29 .00 288.82 100.00 * 180.400 3900.00 286 .62 .29 .25 .00 365.81 100.00 * 180.400 4740.00 287.24 .63 .23 .00 444.18 100.00 * 181.120 2575. 00 286.29 .00 .88 .00 268 .28 112. 00 * 181. 120 3520.00 286.43 .13 .10 .00 332.87 112.00 * 181.120 3900 .00 286.43 .01 -.18 .00 336.13 112.00 * 181.120 4740.00 286.30 -.13 -.94 .00 274.11 112.00 * 182.400 2575 .00 286.73 .00 .44 .00 137.93 100.00 * 182.400 3520.00 287.27 .54 .84 .00 174.90 100.00 * 182.400 3900.00 287.50 .23 1.06 .00 190.49 100.00 * 182.400 4740 .00 288.04 .54 1.74 .00 483.59 100.00 185.500 2575.00 287.64 .00 .91 .00 113.00 300.00 185.500 3520.00 288.45 .81 1.18 .00 132 .69 300.00 185 .500 3900.00 288.75 .30 1.25 .00 138.08 300.00 185 .500 4740.00 289.38 .63 1.34 .00 149.11 300.00 188.000 2575.00 288. 71 .00 1.07 .00 244. 14 250.00 * 188 .000 3520.00 289.73 1.01 1.28 .00 406.16 250.00 * 188.000 3900.00 290 .08 .35 1.33 .00 452.00 250.00 * 188.000 4740.00 290.80 .72 1.42 .00 470.45 250.00 190.800 2560.00 289.38 .00 .67 .00 205.81 280.00 190.800 3464.00 290 .38 .99 .65 .00 220 .92 280.00 190.800 3855.00 290.70 .32 .62 .00 227.85 280.00 190.800 4675.00 291 .33 .63 .52 .00 241.30 280.00 * 193.500 2560.00 289.79 .00 .40 .00 132.33 270.00 * 193.500 3464.00 290.77 .98 .39 .00 147.44 270.00 * 193.500 3855.00 291.10 .33 .40 .00 152.82 270.00 * 193.500 4675.00 291. 73 .64 .41 .00 163.17 270.00 * 195 .500 2560.00 290.67 .00 .88 .00 160.15 200.00 * 195.500 3464.00 291. 71 1.04 .95 .00 222.73 200.00 * 195 .500 3855.00 292.09 .37 .99 .00 241.28 200.00 * 195 .500 4675.00 292.80 .72 1.07 .00 252.02 200 .00 197.500 1050 .00 290.93 .00 .26 .00 150.47 200.00 197.500 1391 .00 292.02 1 .10 .31 .00 181.17 200.00 197 .500 1536.00 292.41 .39 .33 .00 202.80 200.00 197.500 1830.00 293.16 .75 .36 .00 243.89 200.00 16SEP99 16:05:24 PAGE 27 SEC NO Q CIJSEL DIFIJSP DIFIJSX DIFKIJS TOPIJID XLCH * 199 .500 1050.00 290.97 .00 .04 .00 154.39 200.00 199.500 139 1 .00 292 .06 1.10 .04 .00 175 .42 200.00 199 .500 1536 .00 292.46 .39 .04 .00 184.23 200.00 199.500 1830.00 293.21 .75 .04 .00 200.93 200.00 * 203.500 1050.00 291.88 .00 .91 .00 90.96 400.00 * 203.500 1391.00 292 .81 .93 .75 .00 105. 93 400.00 * 203 .500 1536.00 293.16 .35 .70 .00 111.53 400.00 * 203.500 1830.00 293.83 .67 .62 .00 122.28 400.00 205.500 1050.00 292.98 .00 1.10 .00 93.45 225.00 205.500 1391.00 293. 78 . 79 .96 .00 106.34 225.00 205.500 1536.00 294.08 .31 .92 .00 112.29 225 .00 205.500 1830.00 294.68 .60 .85 .00 128.67 225.00 207.300 1050.00 293.75 .00 .77 .00 50.03 180.00 207.300 1391.00 294.44 .68 .66 .00 54.57 180.00 207.300 1536.00 294.69 .26 .61 .00 56.28 180.00 * 207.300 1830.00 295.16 .47 .48 .00 59.43 180.00 209.800 1050.00 295.96 .00 2.21 .00 54.48 250.00 209.800 1391.00 296.93 .97 2.49 .00 60.96 250.00 209.800 1536.00 297.31 .38 2.62 .00 63.41 250.00 209.800 1830.00 298.02 . 71 2.85 .00 68.13 250.00 211.800 1050.00 297.63 .00 1.67 .00 64.88 200.00 211.800 1391.00 298.48 .85 1.55 .00 75.96 200 .00 211.800 1536 .00 298.84 .37 1.54 .00 80.57 200.00 211.800 1830.00 299.46 .62 1.45 .00 88.30 200.00 * 212.400 1050.00 298.75 .00 1.12 .00 59 .46 60.00 * 212.400 1391.00 299.33 .58 .86 .00 72.04 60.00 * 212.400 1536.00 299.53 .19 .68 .00 76.17 60.00 212.400 1830.00 299.92 .39 .45 .00 84.51 60.00 * 212.800 1050.00 301.40 .00 2.65 .00 137 .60 40.00 * 212.800 1391.00 301.72 .33 2.39 .00 138.93 40.00 * 212.800 1536.00 301.82 .09 2.29 .00 139.28 40.00 * 212.800 1830.00 301. 91 .10 2.00 .00 139.67 40.00 * 213.000 1050.00 301.69 .00 .30 .00 158.60 20.00 213.000 1391.00 302.24 .55 .51 .00 174.30 20.00 213.000 1536.00 302.45 .21 .63 .00 177.85 20.00 213.000 1830.00 302.83 .38 .92 .00 184.55 20.00 215.700 1050.00 301.98 .00 .29 .00 134.28 270.00 215.700 1391.00 302.56 .58 .32 .00 144. 74 270.00 215.700 1536.00 302.78 .22 .33 .00 148.58 270.00 215.700 1830.00 303.18 .40 .34 .00 155.61 270.00 16SEP99 16:05:24 PAGE 28 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 217.600 1050.00 302.51 .00 .53 .00 57.60 190.00 * 217.600 1391 .00 303. 10 .59 .54 .00 66.49 190.00 * 217.600 1536.00 303.32 .22 .55 .00 69.84 190.00 * 217.600 1830.00 303.73 .41 .55 .00 75.96 190.00 219.700 1050.00 303.59 .00 1.08 .00 66.79 210.00 219.700 1391.00 304.26 .66 1.15 .00 83.28 210.00 219.700 1536.00 304.51 .25 1. 18 .00 91.45 210.00 219.700 1830.00 304.97 .46 1.23 .00 106.54 210.00 16SEP99 16:05:24 PAGE 29 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 37.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73 .700 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73.700 PROFILE= 2 CONV.EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73 . 700 PROFILE= 3 HYDRAULIC JUMP D.S. WARNING SECNO= 73. 700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73. 700 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 73.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE = 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 103.000 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 103.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 112.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 112. 000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 112.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 112.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 112. 900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 112.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 112.900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 112.900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 16SEP99 16:05:24 PAGE 30 l.IARNING SECNO= 113. 900 PROFILE = 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 113.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 113. 900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 113. 900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 116.200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTAB LE RANGE l.IARNING SECNO= 116.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 116. 200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 116.200 PROFILE= 4 HYDRAULIC JUMP D.S. l.IARNING SECNO= 116.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 116. 700 PROFILE= CONVEYANCE CHANGE OUTS I DE ACCEPTABLE RANGE l.IARNING SECNO= 119. 200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 119 .200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 119 .200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 124.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 124.000 PROF I LE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 124.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 126.000 PROFILE = 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 126.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 126.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 126.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 135.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 135.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 135.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO = 135.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 145.600 PROFILE = 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 145.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 145.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 145.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 156.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 156.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 156.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 160.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 180.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 180.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 180.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 181.120 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 181. 120 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 181. 120 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 181. 120 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 16SEP99 16:05:24 PAGE 31 l.IARNING SECNO= 182.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 182.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 182.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 182.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 188.000 PROF! LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE l.IARNING SECNO= 188.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195. 500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 199.500 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 207.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 213.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Kimley-Horn The Seitz Group and Associates, Inc. Appendix B: Exhibit Maps, Stream Profiles, and Cross-Sections Th e Seitz Group (Wolf P en Creek) G:\HYDRO\proj ects\63006027\Re port\wlf_rp rt .doc Vicinity Map Floodplain Work Map Flood Profiles Cross Sections (Duplicate Effective) Cross Sections (Corrected Effective) Cross Sections (Proposed Project) Septe mb er, 1999 VICINITY MAP WOLF P EN PLAZA WOLF PEN CREEK COLLEGE STATION, TEXAS / N.T.S . Kimley-Horn and Assoc iates , Inc . The Seitz Grou p (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt .doc The Sei tz Grou p Cross Sections (Duplicate Effective) September, 1999 g c: .Q iii > <ll iiJ 290 Wolf Pen Creek Geom : Duplicate Effective Model RS= 163 ..,.__ __ .09 ----'> 1.:----.09 ---- 0 7 --+---r----;----·--------·---5 ----~----~--------~----:----·----:----··--:-··-~---------------.. ---~---r ·· ----- ' ' . ' . . . . ' ' ' . . . . ----~----: .. --:----:------·-:----:----:----r--------r--·r----r ··-·r··------~----:----:------------:----~----;---------- l : : : ! : : : : : : : : : : : : ! : ·---~----~----~----~--------~----~----~----~--------~----~----~----~---· ----~----~----~------------~----~----~-----·---· . . ' . . ' . . ' . . ' ' ' ' ' ' ' ' ' ' ' ' I ' ' I ·-------------------------·-·--------------------------------------·--------------- • t I ' ' ' I t ' I t I ' ' ' ' . ' . ' ' ' ' ' . . . ' ' . ' ' ' . ' . . ' . ' ' . . ' ' . ' I I I 0 I ' ' I I I I t t o o I I • ' < •••• t,. •••• t.. •••• l •••• t,. •••••••• l •••• l. •••• l.. •••• L •••••••• L •••• l •••• l.. •••• t.. •••• ••••'··•••\. •••• \. . . ' ' ' . . . . . . ' . ' ' ' ' . ' ' ' . . ' ' . ' ' ' ' ' ' ' ' . ' ' . . ' ' ' I I I ! ' I I ' ' . ' . ' ' ' ' ' ' ' ' . I ' I ' I I I t I I I ' . ' . . . ' ' ' ' ' . . 285 +-~·-.:-+·-~· --+-~·__;·-+·-·;.____+-~·--;-+·-~· --+-~·--;·-..:---+.---+-;._.....;..---;.._;._-t- ' I I ' I ' ..• : .. ··: ··· ·:----:--... ---:--··: ... -:--· ·>-····:----: ··--:-···:. ·-· . ·--~----:--·-:-·-·:···· . ---:---·:·---~---· ..... . ' ' . ' ' . ' . ' ' ' ' ' ' . ' ----:··--r··-r·r···-·r··:····r··-·r·------·r···r ··r···r··----·-r----:----:----r··-----·r····r····r·--------· ~~LL [TT! r[ I , Li 11 TL !•••••• : !\ : : : : : : : : : : : : : : : 280 : : ! ! : I!::! : : : : : : : 275-1-_;___; _ _;__;_--+---+_:_........:..___,L--J-_;___; _ _;__;_--+_.:__;_........:.._:._-1-_;___; _ _;__;_-1- : :/: : : : : : ! : : ! : : ,.,, ;, .. / .. ·····:··· .,., ,,, ..... . ----~----~----~----~----------~---~----~--------~----~----~----~--------~----~----~----~--------~----~----~--------.. ' > ' I I I ' I ' I I 1 ' ' ' I o I ' I I ' I I ' I ' ' t I ' I ' I I ' I I t I I l I I ' ' t I I ' I I I I I I I l ' l l I ' ' ' ! I I I ' I I I I I I I ' I I ' I I I o ----!----~----:--""!"·-------·r ·-;----·--------r·-·rT--r ------~---·r··-·r·-·-:--·· --·-:--·-:----:--·------· ----r----:--·r-r··--------: ··-:---·;------··r··--:·-·r-r··---··r···r-r··r·----r-·r···r-------· 270 1600 1800 2000 2200 Station (ft) 1 in Horiz . = 200 ft 1 in Vert . = 3 ft egen Ground • Bank Sta g c .Q <U > Q) [jJ 290 Wolf Pen Creek Geom: Duplicate Effective Model RS= 171 .8 f<:09>j. ----.09 ---~ : 0 : 7 . . -~----'.·---5 --·'.··--1----... , .... ----... ; .... ~----1----.... ; .... 1----~----; .... ----(------~· . ' . . . . ' . . . ' ' . . . ' . ' . . ' . . . ' . . ' ' ' ' I ' I I ' ' I I ········ . . ' . . ' . . . ' . ............. ................ .......... -------·--------------....................................... ---·-----·-··---------·-----' ' . ' . . . ' ' . ' . ' ' . I I ' I ' ' t I ' ' ' ' I ' . . ' ' . ' ' . . ' . ' . ' ' ' ' . ' ' . ' ' . ' . . ' ' . . . ' . ' ' ' . ' . ' . . . . ' ' ' ' . ' . . . . . . . ' ' . ' ' . ' . -:----:-------T·-:--------r----------r·T--r------:----r·-r-·-r-------:--------r---:--·-----··-T-- . I . ·•····•···· ! 1 !; : i i i ' ' . . . . ' 'j ' ' ' ' ' ' ' .. ' ' ' rr TTTIIA LL IITI TIIT II : : : : : : / : : : : : : : : : : : : : : .:.,.: .... ____ ; ____ ; ____ ; ____ ;fl'. ..... : .... : .... : .... : ..•.•.•• : .... : .... : .... : .... ____ ; ____ ; ____ ; ____ ; ________ ; ____ ; ____ _ : : : : : I : : : : \ . : : : : : : : \ 285 +-:c-t-~-+-+-+--;-+-t--l--~-;----;-7--+-+-+--;--:--1--~-;----;--!---+-+-~ : : /: : : : : : : : ! : : : • ~-! ----~----1--f--''."" ----1----1----~----1···· ---·1--------~----~--------1----~----1 ----~----- :/.:!: :::: i :: :::: ,, -----------------------·--·-----------------··· -----___ ; ____ ; ________ ; ____ ; ____ ; ____ ; ________ ; ____ ; ___ __ : : : : : : : : : : : : : : : I' ' ' • ' ' • ' ' ' • • ' ' ' i~-:_-;;::_:;::-:i_:-_;_--: :·:_;:::.r::::::::::::: :_:T·----:----:------··r-:--·-r·-:--------:----:---- • I I I • o I I •••~•••·~•••• ••••~••••~••••~••••~•••• ••••~•-•-~·-··· I t I I I o I ' I o I ' I o o I o I ' I o I I I I I I I I I l I ' I I o I • o I I I l I I I I o I I . . ' . ' ' ' ' ' . . 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(_; __ __ 270 -L....t-+--+--+'-r'--1'-+'-r-+'-+--;'-+'-r-~·-+---+---t-'--lt--+--+-'--+-+'-1--;'-+-- 1400 1600 1800 Station (ft) 2000 2200 1 in Horiz . = 200 ft 1 in Vert. = 3 ft egen Ground • Bank Sta g c .Q iii > Q) [jj Wolf Pen Creek Geom: Duplicate Effective Model RS= 175 .3 .0 :9 ~0 ~·:09 :~::: : : : " : . . . . . ' ' ' . --""( ---~--~·--5 -~-----!·--~--~---~----·1·--:·--~--1 -----(---·!·--~-----~---~-----:--------:-------... , .. -- . ' . ' ' . ' . . ' ' ' ' . . ' ' . . . ' ' . . ' . ' . . ' --__ .. ___________ _, ______ ..................................... ---------·------..................... --__ _. ___ ------------ ' ' ' ' I ' . . . . . ' ' ' ' ' ' . . ' ' . . ' . . . . ' I t ' I ' ' t ' o o I o I I I I o o . . ' ' . ' .. ' ' ' ' ' . 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I ' ' ' I 0 0 2000 2200 2400 1 in Horiz . = 300 ft 1 in Vert. = 3 ft egen Ground • Bank St a g c: 0 ~ > Q) w 295 Wolf Pen Creek Geom : Duplicate Effective Model RS= 179.4 ' ' I I I --·-·---------·-------------··--·-----------------------·------------------·----·---------·--------·----·----·----------· . . . ' ' ' . . . ' ' ' ' . ' ' ' I I ' ' ' ' ' ' ' t ' 0 I I ' ' . ' . ' . ' . ' ' . . ' ' ' ' ' ' ' ' . . . ' ' ' I ' ' ' I ' ' ' • 0 ' ' I I ' I I I ' ' ' ' ' I ' ' 0 . ' ' ' . . . . . . ' . . --. -: -. --: ----~ ----:------------~ ---. :----:--------: --. -:--. -:----: ---- -. --:----:----:---. : --------: ----: ----:----:-----. . . ' . . . . ' ' ' ' ' . ' ' ' ' . ' . ' . . . . ' . ' ' ' ' ' I I I ' ' ' ' ' I ' ' ' ' I t ' . ' . ' . ' ' ' ' ' ' ' ' I ' I ' ' ' I I I I ' ' ' I ' I ' < ' ' I ' ' ' I t I I ' I ' ' ' < ····r ····r-·-··r-··•·r ••·· ·••· ····r····r••••r •••• •••·r····r····r····r···· ····r····r····r····r···· ····r····r····r ·•·•r···-·· ' . ' ' ' . . ' ' ' ' . . ' . ' ' ' ' o o I I o o < ' I < I < < < o o , o 0 < ' I l < < < ' I o ' I o < I I ' ' I ' ' I I I ' ' I o o I ' ' ' ' ' ' ' . . ' ' ' ' . ' ' ' I I I O ' ' I I o 0 o o ! o ' ' ! ' ' 0 I ' ' ' ' ' ' ' ' 0 ' ' .................................. ---· ···-··-····-··•···-........................... -·--·-·····--···--· .. ···· ········-··----··--····--· ! I ' • I o ' ' • ' I o I o o o o 1 ' . ' . ' ' . ' . . . ' ' . ' . ' . I ' ! I • o I I • ' O O I I ' ' ' o 0 o I I ! o I ' I • I I ' o ' o o o o 0 I o o I o < • 0 I < o 1 ' ' ' ' ' ' ' ' ' I ' 0 ' . ' ' ' . . . ' . ' . 290 +-~--;~-:----:--+~!---+-~~---+--:-e--c~!---+--+~!---+--+~!--+-~--;~-:----:--+- : I . . : :/ : ' : : : ' ' ' : : ' : ' ----(--:----~----:-----------~---;----:--------~--+---r---->---+-+---r----r--------~----:----:----:----- ____ [ ____ [ ____ [ ____ [ ____ --------~J~_) ________ [__) ____ [ _ _) ________ [ ____ [ ____ [ _ _) _____ _) ____ [ ____ [ ____ [ ____ - ' . ' ' ' ' ' . ' ' ' . . ' . . ' ' ' ' I o o o I 0 l l ' I o 0 ' , , o ' ' I ' ' ' ' ' ' I ' ' 0 ' ' ' ' I I I I I < ' 0 o ' 0 o 1 ' . ' ' . ' ' ' . . . ' . ' ' ' ' < I 0 ' ' ' ' ' ' ' ' 0 I ----~-·--r .... r--··r·-·-·---··-·: --··r-· .. f···---··r·--·r--.. :·--·f----··--:···-r-.. ·:----;--·---··r·---~----~----r-·---- i : : : : : : : : : : : ~--·~----~----~----~···-.... --·~----~----~----·---~--··~----~·-··~----·--·~·-·-~----~----~---· ----~·--·~----~--.... ~-----· \ ' ' ' ' ' ' ' . ' ' ' . . ' ' . ' ' ' \ : : : : : ' ~ : : : : : : : 285 _._-"-~-'--_;___;__~-1---1----__;_~_;_~---1~~~~~~-+-~~~~~~-+-~~~~~~-+- \ l l.LL . : -__ \ l . l . ----- ' ' ' < I O • ' I I I o I ' I o • I I ' ' ' ' I I 0 0 I ' ' ' I • ' 0 o ' o t ' o I I ' o I ...... ----··-·-................................................ ---------.......................................... -· ' . ' ' ' . ' ' ' ' ' ' ' . , O t I t 1 • ' I ' I I • 1 o O ' ' 0 o I I I ! I I ' ' ' 0 I ' ' t I I ' ' ' . ' . ' ' ' ' ' . ' ' 0 t I I 0 I ' I I ' o I I ' I I I I I o , I -... ~ --. -; . -.... ---... ----~---·---;----;--------;----;----;----~--------;---· ----~----~--------;-·--~----~----;-----· ' . ' . ' . ' ' . . ' ' ' ' I ' ' 1 ' I ' I 0 ' I I ' 0 I ' ' ' I ' ' ' ' I < I I ' 0 ' I ' I ' > I I I 1 I > I I ' I O 0 O I I o ' 0 I ' ' ' 0 < ' I I ·------~----·---~----~--------~----~----~----i---------~----..... ~--·-~-------·~----~----~----~----.. ' I I I I 0 ' ' I • I I l l ' ' ' ' I • I ' ' ' ' ' I ' I ' 0 0 I ' ' I I 0 ' ' I ' I ' ' ' ' • 0 ' ' ' • I I I I I ' 0 I o I 1 I ' I I I I 0 I t I ' 1 ! I ' 0 ' I ' ' 0 I 0 < I ' ' I ' I .............. -· -·-·-· ·---·--------·----.. ··----------·······----·--·· .......... ---···---··---................................. . ' ' ' I 0 t ' I I ' ' I ' ' ' I I ' ' l I ' ' 0 I I 0 • ' ' I I • O I I O t l l ' I l ' 0 I o ' ' I ' I I I ' ' 0 I ' 0 ' ' o o ' I ' I I I I 0 I ' ! I I . ' . . ' ' ' ' . ' ' ' ' ' ' 275 +-~·~~--'I-+-~· ~f--~·~~~·~~·~t--~·,__~·~~·~~·~-t----7--0 ~7----7-0 --C0C------+-__,_~~·~~·~~·~1-- I ' t I 0 ' ----r----~----r ---r--------:------·-r----:--------~----;----:----.--------:--------:--T·------~---r ····-·r·---· ................................................... ----·-····---------.. ··--............. _________ ,. ____ ............................ -· 1 I ' ' ' ' > I I I t I I I ' ' I ' o I o • I I ' ' ' ' I ' I ' ' ' ' 0 0 I t ' ' ' I I ' I 0 I ' ' ' I ' o I 0 I ' ' 0 I I ' 1 ' ' ' • • ' ' 1000 1200 1400 1600 1800 2000 Station (ft) 1 in Horiz. = 200 ft 1 in Vert. = 3 ft egen Ground • Bank Sta Kimley-Ho rn and Assoc iates , Inc . The Seitz Gro u p (Wolf Pen Creek) G :\HYDRO\projects\63006027\Report\wlf_rprt .doc Th e Seitz Gr o up Cross Sections (Corrected Effective) September, 1999 g c: _Q -m > Q) w Wolf Pen Creek Geom : Corrected Effective Model RS= 163 ---.09 ---.,. Hf---.09 ---4> 0 : 7 . . . ----····~···-:····~-··· ·-·· ---5----:···-:--------:----~----~----:-··· ----:----:-··-:-···~··------~---. . '· . . . . . ' ' ' . . . . . ' . ' . ' ' ' . . . . . . ' ' ' ' . . . . ' ' 290 -1-_;_ _ _;__;_" _ _;_-+-__; _ __;_;_' __ -+--' -·--·--·-+--'--'----'--+--'----'---'----f- ' . ' ' . . ' ' ' . . . . . . ' ' . --------r----r--·-r ·-----------r ----:----r--------r--·-r··--r--·-r --------r----r---r----r--------r·---r--·-r··--r-----· ' . ' ' ' . . ' . . ' ' ' . ' . I ' o o o ' ' I ' I I I I o o , . ' . ' . . . ' . . ' . . . ' ' ' . . . ' ' . . . ' ' ' . . ' . ' ' ----····r····r ····r···· ···· ••••t••••r····r···-·-··r····r····r····r···· ····r···-r····r-····r•••• ····r····r····r····r··-· ·· ' ' ' ' ' ' ' I ' ' I ' ' ' ' o I o o ' • I I ' 1 o • ' ' ' ' ' I I ' ' I ' ' I I ' I ' ' ' ' I ' l . . ' ' . . . . ' ' ' ' ' ' I ' ' ' ' ' ' . ' ' ' . ' ' ' ------------·· . --------·-----------------------·----------------------------------·-·-·-··-·---------····•··---· I ' ' ' I I I t ' ' ' ' I ' o I O 0 o o o o . . ' . ' . ' ' . . ' . ' ' . ' . ' . ' ' . ' ' ' . . ' . ' . ' ' I 0 ' ' ' ' 0 ' I ' ' .••• ~ •••• l.. . . . . • • ••• '. •••• 1. •••• '· •• -• • ••• l •••• I. •••• I. •••• I..... . ... l •••• L __ . -l •••• '. •• _. . ••• '.. ___ ._ •••• I. •••• ._.... _. . ' . . . ' . ' ' ' . . . . ' . ' ' ' . ' ' . ' . . ' ' . . . ' . ' ' . . ' ' . ' . ' ' ' . . ' . ' . . ' ' . ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' . . 0 I ' I I ' ' ' 0 ' ' 285 -1--:--~...;.__;.._l--...;--T'-.;.--;--J-~'-r'-'~~·-+---i-'---i__;~·-T·-l--~'-~·-T·-~-1- ' ' I I ' I --· ----:·-·····----··--------:--··~·--r -· ·-··:·---:----:-rr ···· ····r ··-·(·:--··:-··· ·---~·-·-:----:--·-:----- .... :···· ,,:···> r:·:::· : ::· ::::er ·::·::: -·-----~----~----·--·----·······- 1 ·· :··--:---· ····; ··-····--:--T-------.----··--r-·:·---· . ' -·--:-··r·· --·r-r· r"T··· ····:···r--:-··r·· ·-·-·-··r·r-··--·· ·- 280 -l-... ~-~~-+-+-__,___,__~+-~---c+-+---o----l-7---!----!--+--l-~-~~~--1- 275 -1---'-'-~·-~· -'--'--+---''-+~·-~·__,~'-+---'-~·-~·--'-+---'-'-~'-~· ~·~+---'-'-~·-~·-~·--11--: : : : : : __ (! : ! : i : : : : : : : : TTI I TI;.iI ITIL I[ , L TTiI•• ·---~----~----(··(··· -···() -·(·-~---· -·-·t····t····~····:---· ····t ····~·-··t····t··--·---;--··>·t··-·t···· ·- ' I ' I I • O I o I o t o o t o , 0 ' ' I I ' ' 0 I ' ' I ' ' ' I I I ' ' o I I o o O l ' ' ' ' I I I ' o I I I ' ' ' I ' ' ' ' l I I ' I I ' I I I --·r--r-·-·;----r-------·;--·: ··r--;---· ····r·---;--·-:··-r ---·-·-;·-·r--r-···c---· -···r----;·-·r--:----·· 270 .......................... ------·- ' ' ' ' . ' . ' ' ' ' I I I ' 0 ' ' ' I ' . . ' ' ' ' I I I I 0 l ' . . ' ' ' ------· .... -------------------··-------------------·-----------·------------·· .. , ' I I I I 0 0 I I I I I I < 0 f I I I I I I I I I 0 f ' I ' I I I I I o I ' o , ! t I I • ' I o o ' I ' I I I ' ' ' I • I I I I I I o o , 1 0 1200 1400 1600 1800 2000 2200 Station (ft) 1 in Horiz . = 200 ft 1 in Vert = 3 ft egen Ground • Bank Sta g c: .Q iii > Q) [iJ Wolf Pen Creek Geom : Corrected Effective Model RS=166 .1 ""---------.09 ---------. ~ 09 ~ I : I , . . :o : : 300·-l-·-~---~-~---·~·~··_··~---·~·~· ----:...-+._;___;__~-·~-.·--·+·--,~·--~-:----~'·_··_"-4·-_·~·'_··~i·~·-:---~·'_··~·~··:7_5 ·~~---~-·~·:·_··+·--~··...;_··~·-·~·-4·---~-~-~-· . . ' . . . ' . ' . . . . ' ' ' . Ground • Bank Sta --r·-·------·------;--~--T--r-----:---~--~---------------;--r----;----T L_ ___ _, .. ' . . ' . . ' . ' . ' . . ' ' ' . ' . ---------·--·--------·---·---·-----·---·--·---·---. ' . . . . ' ' --~---:---~--~-----~--~---:---~--·--;---~--t---:-----:---;.--~--~------:··t ---:---:-----:---~--~---:-----:---:---:--:-----:----:· ' . ' ' ' ' ' ' ' . ' . ' . ' ' . ' . 295 ' ' . . . ' ' ' . ' . ' ' ' . TUT UT j-; : ' . : : ; ; ' T i ' L' T l ' ' . I I ' ' 1 ' I ' ' I I I .. ' . . --~---:---~--~-----~--~---:·--}-· ---:---~--~---:---•• J ••• • ••• l .. J •••••• 1.. . ' ' . ' - -.•. -• ~ -• J ---·-----J -• -·-. -'---J •• . ' . . . ' ' . ' ' ' ' ' ' . ' . ' . ' ' ' I • I t I I I I I I o I I 0 t I 0 I t I I ' .. ' ' ' . ' . -· t---!---r--1------~ --~ ---:---~ -----:---~ --~ ---:-----1---~---r--~ ------r --~ ---:---~ --' ' ' ' .. ' . . --·,··-r·-1---,··· --1---,-·-r·-,------r-· . . . . . .. ' . ' ' --··--·---.. --.------.. --.---·---.. -· --. ---,---~ --. -----~ --. ---·--. ~ --0 ' ' ' ' I ' ' t ' ---·---~ -.. --.... ----. --.,. -. ~ --. -----~ ----.... . ' . ' ' . ' . ' ' ' ' . ' . . . . . . ' . ' . ' . ' ' ' ' ' 0 ' ' ' ' ' ' ' ' ' ' ' ' ' I ................. ------·-·-··--·--····-------·--···---.o---·------·------·--·-·-'-·-··· ---·---·--·-------.................. ---·--___ .. . ' ' . ' . ' . ' . ' ' . ' ' . ' .. ' ' ' . . ' ' . ' . . ' ' . ' . ' . ' . ' ' ' . ' ' ' ' ' ' ' . ' . ' . ' . . ' ' . ' ' ' . ' . ' ' . ' ' ' . ' ' ' . ' ' . . ' . ' ' . ' ' ' ' . ' ' . ' ' ' ' ' ' . ' ' . ' . ' ' . 290 -1-~~·___,·.__·.__1--~·~·~·~·-1-~·~·~·~·--1___;',__~·--+-·--+-·-+~'~'___,~,__1--~·--+-·--+-·-+·-+-+'~·~~·___,f--~· ~~· ' .. 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' ' ' ' ' --:--:-----:--:---:--------:---:----+----1---:---:--1-----r-+r· ---1;-+-1---:---·r-:·------------- :TT :::::::::r: :: ::r:r:: ::r: ::r:rr:::::::r::r:r: :: :: ·-:.::::::r: ::r:r :: :: ::: :: :: : : : : : : : : : : : : : : : \/: : : : : --~--:--·--~--:---:---·-·--:---:--·--:-----:--~---:--:------:--:--~----· --~·-:--:--~-----:·-~---·---·--.. -· O I I ' I I I 0 I • 0 I I I I I I I I I l ' I I ' I I ' ' ' ' ' ' I ' ! ' I ' ' 1 I ' o < ' o I I I I o I ' ! ' I 270 +--+--+--+-~0r-f--r0 -+-' -+-.-+-+-+0 -+0 -+-+0 --l---< 0r-r' -+-0 -+0 -+-+0-+0-+0---<f--f--r0-+-0 -+-0 -+0 -+-+'-+'-+---<--'f--t--+-+ 400 600 800 1000 1200 Station (ft) 1400 1600 1800 1 in Horiz . = 300 ft 1 in Vert . = 4 ft g c: 0 :; > Q) w Wolf Pen Creek Floodplain Study Geom : Corrected Effective Model RS= 171 .8 ~-----.09 ------?< .,._ ____ 09 ----+I 0 7 . ··-· ---· -· .. -·--. ·-----------·-· ·------5 -··-~····~-·-·'.·--·'.·--.. ' . ' . . . ···•••••••••• T•••••·····•••••••••• T'TT• fL••······················· I• --- -. ----------~-------------· .. ···-. --- ---.: ............ ·-----. - -. -~ --· -. ------. ------. --------. ---. ---- :; 285 -+---......~-~~-+-.,__~_,_~~-+--~~-~_,_"--+-7--C--__,____,~-+--_,____, _ _,___,__,_ '.! ----:···· .... :::::···-·--· ----~-·-· ----.... ----,--·:;r-.:::··-·:: ___ ·::::::::::·· ' ' ' ' ' ' ' ' ' ' •••• \. •••• ••·· •••• L ••••••••• ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1 ' ' ' ----r··--------··r-··· -··-··· r···· ·-·· ···· ·-· ..-··· ' ' •••• L •••••••••••• \. •••••••••••• L ••• •• .L •••• lo oo o\.o.o·'-•·•· ••••L •••• •••-\.•••• •.••.••• •••• •••• ••. •••• .. ' ' ' ' I I ' ' ' ' ' ' . . ' ' ' . ' . . ' ' ' ' . ' . ' ' ' ' ' . . ' ' ' ' ' . . ' ' ' ' ' . . ' ' ' ' ' ' . .... ,. .... -----·-·r·-·-------··r···-.. ·r ····r·••·r····r ···· .... ,. .... •·•-..-·•·---------•·•· ••·· ••·• ···· ·· ' . ' . ' . ' ' ' . ' . ' . ' . ' . . --------------------------........ . --------. -----------------·----____ .. ________ .. ____ ----------- ' ' ' ' I ' ' ' ' ' . ' . ' . ' ' ' ' ' . . . . ' ' . ' ' . ' ' ' . ' ' ' ' . ' I I I ' o ' ' ' I ' ' ----l-------· ----l------------l ------l ----l----l ... _l ________ 1,_ ____ ----l------------------------·----· . . . . . . ' ' ' ' I I ' ' 0 ' ' ' ' ' I ' ! I ! I . . . . . ' . . . . ' . ' . . . . ' . . . . . . . ' . ' . . 275 -+--~' ~-~-·~_,_~~·-~~-+-++--~' ~·-~~·--+--~~-~·~~-+--~~-~~--+- ____ .. ____ -·--.......... ·---____ .. ____ .... -----_ ......................................... ---- ' ' ' . ' . ' ' . ' . ' ' ' ' ' ' ' ' ' ' ' ' .... l ........ ----l----.... ----l---· ...... . ----l----l----l----.... l .... ----l--------' ' ' ' . . ' ' ' . ' ' ' 0 ' I ' . ' ' . . . ' ' ' ' ' . ' ' ' ' ' ' ' ' . ' ' . ' ' . ' ' ' ' -···r-··· ---· ----r -------· ---·.-··· 270 +--1---t-+--+---+-+---t-"--+---<f--+--l---t-+--+---+-+---+--+-f---+--+---t--+---1--+- 1 ooo 1200 1400 1600 1800 2000 Station (ft) 1 in Horiz . = 200 ft 1 in Vert . = 3 ft Ground • Bank Sta € c:: 0 :; > Cl) w Wolf Pen Creek Geom : Corrected Effective Model RS= 173 .3 ~------.09 .~.09 ~ 1 : : : : : ; : : ; : ; ; : ; : : : : p : : : : : ; : ; : : egen j UT Ii u r:Ir TU I I !r t I t ·r TIT TU L._._BG-ar-n~-un-s~-a~ • ' ' 0 1 o o 1 ' 1 ' • ' o I I .. ' . ' . ' ... o I o I > I I I o I 1 I I o I ' I 1 o --{---:---~--t-----~--{---: ... ; ..... ; ... ; .. ~--~-----~---: ... ; .. ~·-----~--~---:+-~- ' , . ' : : : : : : : I I I ' ' o I I I t I o t I ---·---'---J··-·---__ , ___ , ___ ... ________ ... __ , ___ ._ I I I I I t I ' ' I ' ' I ' I I I I I I I I I I . 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' 0 0 t ' I I ' I 0 0 ' ' I 0 I ' t I ' I ' I I •• J ••• • ••• L •• J •••••• L •• J ••• • ••• L ••••• • ••• L •• J ••• 1 ••••• J ••• • ••• L •• J •••••• L. •• J ••• • ••••••• • ••• L •• J ••• • ••••• J ••• • ••• L ••••••• L •• J ••• •. ' I I I I ' I I I t O I t > I o I I t I I I O o o o I > t 0 I I I • t O I I I I I I I 0 I I I I < I ' 0 I I I ' I I ' I I I 0 ' I t I I I I I 0 t t I I t I I I I o o I I • ' I I I t O I I I I ' I I I o I I I I --~---:---r--~-----r--~---:---r-----:---r--~---:---.. ;. --:---~ --~------r --~---:---1 ----:---r--~ ---:--- --~---:---r-----. --r--~-.. :. : : : : : : : :~ : : : : I I 0 o o • I I I I ' I ' I I I I I I 0 O ' I --·---·----·-·-----· .. ···---·------................... --·--.. ·-----·---------·---·------................................ ---------·---i· I I I O o I I 0 I I • I I I ' I > ' 0 o I I I t I I 1 . . . . . . . ' ' . ' . ' . . ' . . . ' . ' ' . ' ' 0 t I ' ! ' ' 0 I ' ' ' ' I ' ' I 0 I I I I ' I I I 0 I ' I I I o ' t I ! o I 0 I o O t o ' o o 1 I I o o • I o o I I o I o I o o o o I , I 0 t t I I o ' I o o I I I l < o 0 o I < I I t 270 ' . . . . .. ' . . ' . ' . . .. ' . . 400 600 800 1000 12 00 1400 1600 1800 Station (ft) 1 in Horiz. = 300 ft 1 in Vert. = 3 ft g c: .Q 1ii > Q) w Wolf Pen Creek Floodplain Study Geom : Corrected Effective Model RS= 175.3 fE-------.09 ----------"<: . f,;--.09 ~ 0 : : ... . 7 : -----:---~ -- ------~ --~ --:---~ -- ---:---~ --; . --:-----~ --•i• --~. -~. --.. -~ -. -·5 --~ ----:--------:---~. . -. - .. ' ' . . ' . ' ' --___ , ___ .. ________ .. __ , __ _, ______ ---·------·---·-----·---·-·----·------------·------ ' . . . ' . ' . . ' ' ' ' ' ••••• • ••• L •••••••• L •• J ••• • ••• L ••••• • ••• L •• J ••• • ••••• J ••• • ••• L •• J •••••• L ••••• • ••• \. ••••• • ••• L •• J ••• • ••• ' . ' ' . ' ' ' ' ' ' ' ' ' . ' ' ' ' ' . . . . ' . . . . ' . ' ' . . ' ' ' ' . . ' ' ' . . . ' ' ' . . ' ' ' ' . . ' ' . . ' ' ' . . . . ' ' ' . . . . . ' . . . ' ' ' ' ' ' ' . ' ' ' . . . ' ' ' ' ' ' ' . ' . ' ' ' ' 2901 -1-...:.-~·_;_·----1-~·_..;...·.....;_·-·:-.i~·_..;...•__,;...--1--1-~·-:-_..;...·_;_-1-~·-:-_..;...--;...·-1---:-~·-:---;...·-1--:--:--r-.;.-+-~-:- . . . . :~.. . . . . .. ........................... .......... ---·---.. ·-·---·-----·---·------·------.. --. . ' . ' . ' ' ' ' . ' ' ' ' ' ' ' •• J ••• 1 ••• l •• J ••••• l •• J ••• • ••• l •• •• •• l •• J ••• • ••••• J ••• • ••• L •• J •••••• l ••••• • ••• L •• •••'•••l •• J ••• • •••• J ••• • ••• l •• ' ' ' ' .. ' ' . ' ' ' ' ' ' . . . ' ' ' . ' ' . ' ' ' . . . ' . . .. ' . ' . . ' . ' . ' . . .. ' . ' . . ' . ' I ' I I ' ' ' . ' ' ' ' ' ' --r·---·,···r··,-------,---,···r-· ·--··· --~---:---~ --~---. --~ --~---:---~ -----:---~ --~ ---.~_---~ --·:· --~ --~ ------~ -- -~··· ' .. ' ' --·---·---.. ·-··--------·--····-------·-------·····•·· ---·------------·---------·-----·· ' ' . . ' ' ' ' ' ' ' ' . ' . ' . ' ' ' ' . . . ' ' ' ' ' . ' . . ' ' ' ' . ' . . ' ' ' ' ' . . . . . . ' ' . . . . ' ' ' ' ' . . . . . ' ' . ' . . ' ' ' ' . . ' . . ' ' .. ' . . ' ' ' ' . . ' ' . ' ' 285 -J..-~·~· ~·~·-+-~·~·~·~· -1-~·~~~-+--~·~· -'-'l-'-+-·.___.~·~·-1-~·_,_·-+-~-+--+---~----+---'-__,__.. . ' ' ' . . .. ' ' ' ' . ' . . . . ' ' . ' . ······,···r··,··---·r··1 ···,···r ·· ···,···r·· -··.-·· ··1 ··-,···r··1· ' ' . ' ' ' ' . . . ' .... ' .. ' . ' ' ' ' . . . ' --·---·------·---------·-·-···-··· ___ , ___ .. __ ....... ----···------·---------····--------·------__ _, ___ .............. ------ . . . . ' .. ' . ' ' ' . ' •• J ••• • ••• l •• J •••••• l •• J ••• • ••• L ••••• • ••• L •• ···'••• •• J ••• • ••• \. •• J ••• ' . ' . ' ' ' ' ' ' ' ' ' ' ' . . . . . . ' . . ' ' ' ' ' . ' ' ' ' . ·,·-·r··1····-·r·-,---,-··r-· ···,···r·· -·-,---··1···,···r·-1··-···r - ' I ' ' I I ' ' ' ' ' ' l . ' ' . ' ' ' ' ' ' ' . . ' . . ' ' ' . ' ' . I ' I ' ' ' I ' ' ' ' ' ' ' . ' ' ' . . . . 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' ' ' •• J ••• • ••• l •• J ••••• L •• J •• .' ••• L ••••• • ••• l •• ••-'••• •• J ••• • ••• l •• J •••••• \... •• L •• •••'••• ••••• • ••••• J ••• • ••• l •• I I I ' I ' I I ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I < ' I I < I < I I o 1 o • o o o ' ' . . ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I ' ' ' . . . . ' . . ' . . ' ' . ' . ' ' ' .. ' ' ' ' . . ' ' . ' ' ' ' ' ' . ' . . . . . . . . ' . . ' . ' ' ... 275 -l--T'.....;_'-'~'-+_..;...-;...'-;-' ~·--1_;..•_..;...·-;-~·--1--;.·-.r·--;...--1--+-~'-T--f-j-;.-'-l-;'--;.-.r_;_·-1-~·--;.·--;.·-;...-+--r-~ ' . . . ' . . . ' . ...................................... ....... ·----·----······-·-.. --·········· .. . . . . . . . . . ' . ' . . ' ' ' . . ' ' ' . ' . . . . . . . •• J ••• • ••• L •• J ••••• L •• J ••• • ••• l •• --·'·•• •• ••·'-·-•• J ••• • ••• L •• l •••••• l ••••• ... ' ' . . . . . . . ' ' . ___ ._ __ -----·---•• J ••• • ••• --•• ___ ._ __ --' . . . . ' ' . ' ' ' ' . . . ' ' ' . . ' ' . ' . ' ' ' . . . . . . . . . . ' ' ' ' ' . . . . . . ' ' . . .. , ... , ... , .. , ...... , .. , ... , ... ,. ..... , ... -----.---.. , ... , ... , .. , ...... ,. .. --' . . . . ---.--------,---.. , ... , ... --------,---· ' . . . . . ' ' ' .. ' . . . . . . . . . . . . . . . . ' ' ... ' . . . . . . . . . . ' .. ' . . . . . --·---·-------·------.. ·-·---·---o---····-·· -----·---......................... -· ----__ _, ___ -----·-·---·---·---.. ---------.. 270 +--t-~'-+-' -+-+--+-+-.........,f---l-+-+-+--+--1---+--+-+-i'-"f--t-+-+-+--+--t--+--+-+-f---,-+-+-+-+--+--+--+ 400 600 800 1000 1200 Station (ft) 1400 1600 1800 1 in Horiz . = 300 ft 1 in Vert . = 3 ft egen Ground • Bank Sta Wolf Pen Creek Geom : Corrected Effective Model RS= 176 .5 . . ' ' . . . . ' . . ' . . ' ' ' ' -----·--....... ----------......... ______ .. ------·--------...... -· --. ------------..................... - ---·--------·---------------.... . 0 I I ' ' egen Ground • Bank Sta ... :::: :::: .... :: : :: : :L__ __ __J g c: . Q iii > Q) w -----:---~--~-----:--:--:---:-----:---;·-~---:-----~---:---;·-~------;·-~---:---~----y--;----y -------;---~-------f-----~-. ' ' . . I ' ' I I I ' ' ' I ' ' ' ' I 1 • ! I 1 • I ' ' ' ' ' I t ' ' ' I I I I I 0 I I I < I I ' ' ' -----,---.. --,--... ,. .. , ... , ... ,. .. ---,---.. --.---.---.. , ... , ... ,. .. , ...... ,. .. , ... , ... ,. ..... , ... ,. .. ---,-----... , ... ,. .. ------,.-----,· ' ' I I ' ' I ' I ' I ' ' ' o I 0 ' I I ' . ' ' ' . ' ' . ' I ' ' ' ' I ' ' I ' I ' I 0 ' 0 ' I . . ' . ' . ' . ' ' ' ' ' . ' ' ' ' . ' ' . ' . . . . . ' ' . ' . --. -------.. ---..... --·---·---· ---_ _, __ ... --·--_,_ ------.... -----. ----..... ------...... --....... --. ------- ---·-----------------... I ' ' I I t I I I ' ' I ' ' I ' ' ' ' . ' . ' . . . I I I ' ' ' I I ' ' I . . . ' . . . ' . o I I t o • ' I o I ' • o 290 -+--"-me--~-+~~-+-~-+-~'--~-+-!---7--+-~-+-7-~'--C-+_,_--7-~~-+-~~~'--lf-'~~ ~~: : : : : : : : : : : : : : : : : : : : ; ~ : : ----rr\ ·--r·-1 ---:---:-· --i--+-1 --i·----1---:--r]---·-·r··1·--:---:----·:---~·--·-:-------+--:--·-... :---·-: ••Jl' mmJI,IIl1IIIJ••JI }J ' ' ' : : \ : : : : :· : : /' : : : : ' : : : : : '''' \:: : : : : : : : '' ; : 285 -1-~~~-+~~~~-+-~~~-t~-+-~~-+-~~~--1+--~~~-+-~~~~1--~~ : : : ; ; : : ; : : : : \:: : : : l; : : : : : ; : 280 275 ·-.-·-~··1--·--r--;-·r-: .. ---~--rr·-:-·-__ ; ___ :--r j---·-:--··-·;-·-·:-·r ·-r--· --rr ·· --r ---.. JTl TUI IL'T jim IViT JI I•• IT T 1 ··~-··:·--·--:--·-rrrr-·rr '.---:--· ·rrr -···-·~-rr r --rr --r -----:---r------r .. l ' . ' ' . ' . ' ' . I ' ' I I I I I I I ' I I ' I o I I I o I I I ..... -... --· --. ----..... -. ------------·----------·-----... --·---·-... ----..... ----------.......... --_, ___ -----·---· -. -----·-· .... . 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' 400 600 800 1000 1200 1400 1600 1800 Station (ft) 1 in Horiz. = 300 ft 1 in Vert. = 3 ft Wolf Pen Creek Floodplain Study Geom : Corrected Effective Model RS= 179.4 OE------09 -----:>+<~ .075 ,,... -....------.09 ----->< ----------------------------------------------' ' . ' ' ' ' ' ' _ ... ____ ... ____ ... ________ \. ____ \. ____ ... _ ------------------ ' . . ' . ' ' ' ' ' ' ' ' ' ' . ' . ' . . . ' ' ! ' ' ' I ' ' ---------------- -------- --------,.----,.--------.... ,. .... ,. .... ,. ........ ,. .... ,. .... ,. .... ----------------.... ,. .... . ' ' ' ' ' ' I ' . . . . ' . . . . ' . . ' . . . ' . . . . . . . . . ' . . . . . . . ' . . . ' ---- -----------------------................ -----------------------···----------······ ------------------' ' . ' . ' . . ' ' ' . ' ' . . ' ' ' ' .... .... ). ... .... .... .... "~ .. . . .. T . 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' ' ' ' ' ' ' ' ' ' ' ------------------------------------------------------------------' ' ' ' ., I ' ' ' ' . ' ' . . . ' ' . ' ' ' ' ' ' . ' •••••••••••••••••••••••• •••• •••• •••• \. •••••••• l .......... \. •••• \. •••••••••••• \. ••.••••••••• •••• •••• L •••• L. ' . ' ' ' ' ' . ' ' . ' ' ' ' . . ' ' ' ' ' . ' ' ' ' . . ' ' ' . . ' ' ' . . ' ' 290 -1----T---;~-r----r---t~T--i----r~.;.--;----T-----.1---i---i--+~.;.-~·~.;.--;--+~.;.-~·~..;--;...--1- .... \. .......... --------\.----------------'---·-'-----'---·· ---' ' ' . ' ' ' . ' ' ' . . . . . ' ' . . .... ,. ---.. ---- ----.... ,. .... --------.... ,. .... ,. .... ,.. 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' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 275 -+-~~~~~--+~~~~~...--.-H-~~·~_,__~· -+~~~·~~~-+~~~~~T---+- .......... ---· .......... ------------ ' ' ' ' ' ' ' ' ' ' ' ' ' ' •••••••• L ••• _ •••· --------••·· -------L-•• -L •••• L •••• •••• •••• •••• •••• •••• •••• L •••• L •••• L ••• •••• •· . ' . . ' . . . . ' ' I I ' ' ' . ' • I I ' ' I ' ' ' I I ' ·--•••·r····r··•·r ···· ···· ··· ···· ···· ····r ····r··-·r···· ··•· •· . . . . ' . ____ .. ____ --·· ____ .. ____ -------------------· ----...................... -----··· -------· ----............. ________ ···-- I o • o > I • ' ' . ' . ' ' t 0 I I ' ' ' . ' ' . ' ' ' ' ' . ' ' I I I ' ' ' 270 -1----1---;~-t--+-0 --t~+--t--+~+--+--t---+r--+'~r· -+~+--t--+~1---+--t-0 ~r· -+0 ~+-+- 1000 1200 1400 1600 1800 2000 Station (ft) 1 in Horiz . = 200 ft 1 in Vert . = 3 ft Ground • Bank Sta g c: .Q -ro > Q) jjJ Wolf Pen Creek Floodplain Study Geom : Proposed Project Model RS= 173 .3 1<'----------.09 . ~ .06 ~ :0 . . ' ' ' ';/ - . ; - --:--- --; - --:-• -~ --; . - - - -r --, ---,--:s . --,-• ·r -- .. ' ----·---·-----·---·------·---------·- . ' ' ------,--------.---.. -------.. ---- ---·--------·------------ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . ------:·--·rrr:---\rr -rr---:----·--:--------:---~-----·-r ------·:-·---:---:·--(>·-·\--·:·-·~··--·---··--·- ' ' I I ' ' ' ' ' ' ' • • • • • • •' • • • • • J • • •'• • • L • • J • • ' ' ' ' ' ' ' ' ' ' -- -----,---.. , .. ., ....... , .. ' ' •• •• ---'··· •• l ••• • ••• L •• J •• •• ···'··· ••••• • ••• L •• ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' . -------.-----,---,---.. --,-----.. ---,--------,---.. --------.. ---- ----....... --·---·------·-------. ' . ' ' ' ' ' ' ' •••• •• •• •• ···'··· •• J ••• • ••• L •• J ••• ' ' ' ' ' . ' ' ' ' . ' ' ' ' . ' -------·-----·---·------ ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • ···'··· •• ···'··· ••••• • ••• L •••••• ' ' ' ' ' ' . ' --... , ..... ···,·--,.--------,.---- --··-------···----___ , ___ .. __ ' ' ' ' ' . ' ' ' . . . . 270 -t-+-+-+-<c-+--+---+----+--+--+--+--+-+-+-c-+-+---+----+--+--+--+--+-+-+-c-+--+---+--+--+--+--+--+-+-+-<--+ 400 600 800 1000 1200 Station (ft) 1400 1600 1800 1 in Horiz . = 300 ft 1 in Vert. = 3 ft egen Ground • Bank Sta g c: 0 ~ > Q) iii Wolf Pen Creek Floodpla in Study Geom: Proposed Project Model RS = 175 .3 1+-------.09 --------?i~ . fc 06 Pi 0 : . 7 . --~ -- ---:--- -. ; ---:--- --~ ---:---~ --; ------~ ----5--~ -- .. ------.. --. -- --.. -- --_,_ -- -- • • -• -'-.. -• • •••• - L •• J .. . • L.. • • •'•.. • 290 -+--i---..;-r--to---+----r----;...--;---;--+----r----..;-r--~----r-;..-r---;--1--T--i---..;-r--Hl;----r----;...-r-1--T---r-----i----r-i----;r----;----r •• J ••••• L •• J ••• 1 ••• L •••••• ·'••• •• J ••• • •• L •• J •••••• L ••••• • ••• L ••••• • I ' I I ' ' ' ' ' . ' ' I ' ' I I I ' ' ' --, --··1······r··1 ··-,·-·r·· ---,--· ·· ---,--··1··-,---.---1···· ·r·· ···,···r ·· --__ , ___ --·------.. ·-··--·---.. -----·--------·---' ' ' .. ' ' ' ' ' . ' ' ' ' .. 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' __ ·--'--• ._J•--•••L •• J •• -'---L •• --·'··------'---__ J ___ , ___ L __ J _____ .L ••••• L •• •••'••• •• •••'••• __ J ___ , ___ -· ------L ---- 1 • ' ' ' • • ' ' ' ' ' ' • • ' ' ' ' I o o 0 0 ' I I I I ' ' I I 0 ' ' . ' ' ' ' ' . . ' . . .. . ' ' ' ' ' ' ' ' ' . ' ' ' . ' ' ' ' ' ' ' . . ' . ' ' ' ' . . . . . . . ' ' ' ' . ' . ' . ' 27 5 -+--i---~'-r-·~----r----;...·-;--·~----r·----;...--;---i--+--T-~'---T-'---i--l--i--i---++~'-+--i--T--T--r-i----;'r----<'---i--;..--+---i--i-~ . ' . . . --·---_________ .. __ . ___ , ___ .. __ ---·-----___ , ___ --·---·------·-----------·--------·-----·---·-------' . ' . ' . . ' ' ' ' ' . ' --'··-__ J ______ L __ J ___ , ___ L_. -·-'---•• •--'--• •• J ••• •_ •• L ._J ___ ••• L._ ·'--------·---•• J •• _. ___ --. ' ' ' . . ' ' . ' ' ' ' ' ' . ' . ' . . . ' ' ' ' .. ' ' ' . ' . ' . . . ' . ' ' ' . . ' ' ' ' ' ' ' ' ' . ----,-----,------r --1---,--·r --··-,-------,-----1-·-,-·-r-·1 ··-···r ·· ·· ---,--------,-----,---,--------- __ , ___ --·---------•---<------__ _, ___ -----·-----·---·------·----------· . . . ' ' . ' . . . ' ' ' . . . . ' ' . . ' . . ' ' ' ' ' . . ' ' . . . . . ' ' ' . 270 -+--+-+0 --+--',_.-+'-+---+---+- 0 -+-~0 -+---+---+---+--+--+-+-+-f-i-+-+---+---+---+--+--+-+-+-f-t-+-+---+---+---+-~ 400 600 800 1000 1200 Station (ft) 1400 1600 1800 1 in Horiz . = 300 1 in Vert. = 3 ft egen --·-Ground • Bank Sta g c:: .Q ~ Cl> iii Wolf Pen Creek Floodplain Study Geom : Proposed Project Model RS= 176 .5 k?---------.09 . f':.06 :1 0 ' ' . 7 295·+--;..-~,----;.-1--;--0---;--.;.--j-----;----r-Y--;--t---r--T--r--;.-5_;_--:---r--;..-l--;_____;_~_;_--+---:--.:-.-:.----:-----+-~--:--:- ' ' .. ...... ______ ,_ _____ , ___ ,_ __ . •• l •••••••• L ••••• • ••• l ••••• • ••• l •• J ••• • ••••• J ••• • ••• L ' ' .. ' ' ' . 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' ' ' . . . ' 0 ' ' ' ' I I ' ' ' ' ' . . . . . ' ' . ' ' 600 800 1000 1200 1400 1600 Station (ft) 1 in Hor iz . = 200 ft 1 in Vert. = 3 ft Ground • Bank Sta 11 /02 /99 TUE 17 :00 FAX 9722393820 DALLAS ···-- Kimley-Horn and Associates , Inc. November 2, 1999 Mr. Jeff Tondre, P.E. City of College Station Development Services 1101 South Texas Avenue College Station, Texas 77842 Re: Wolf Pen Plaza Floodplain Study Addendum Letter Dear Jeff: This letter serves as an Addendum to the Wolf Pen Plaza Floodplain Study submitted 26 October 1999. · In response to your conunent regarding "clearing and grading in the right overbank", Chris Frysinger and Dan Grant contacted you on 02 November 1999 to discuss the type of work to be performed in the overbank. It was confirmed that no work is planned co occur in the dedication area. The Manning's "n" value for the Proposed Project Model had been lowered from 0.090 to 0 .060 in the right overbank through the project reach. This is justified by the clearing that wilJ be necessary to construct the retaining wall, as well as discussion about the existing conditions in the field . It was agreed that 0.090 used as the "n" value in that reach docs not accurately represent current or future field conditions and that an "n" value of 0 .060 is acceptable in that reach. This should clear comments from your 01November1999 letter. Please contact us if you have any further comments or questions. Very truly yours , Kimley·Horn and Associates, Inc. ~ DFG/ • TE 97 2 770 1300 FAX 972 23 9 3820 [4]002 • Su ite 1800 127 00 Park Ce ntral Dri ~e Da ll as . Te xas 75251 OB:42A ,dre .illege Station October J 8, I 999 Page Two P .03 /hank you for your timely response to these issues. If you have any questions, please call me at (817) 548-0696. Yours very truly , ~.~ cc: Mr. Mark Smith, Director of Public Works Ms. Natalie Ruiz, Development Coordinator F :\ WORD\COLLEGE\21 S\ltr. T ondre .clurilka1 ioo . wpd 11 1 02 /99 TUE 16:59 FAX 9722393820 DAL LAS Kimley-Horn and Associates, Inc. FACSIMILE TRANSMITTAL SHEET T O : City of College Station -Jeff Tondre FAX NO: 409.764.3496 FR O M: Chris Frysinger D ATE: November 2, 1999 T OTAL N O. O F P AGES I N CLUDI NG COVER: 2 If yo u have trouble rraivirrg, please caU l.mJg_972/ 170-136 1 12700 PARK CENTRAL DRIVE SUITE 1800 DALLAS, TEXAS 75251 TEL: 972/770-1300 FAX: 9721239-3820 This facsimile Is intended for the addressee named herein and may contain information tfJat is confidential. If you are not the intended recipient or the employee or agent responsible for delivery to the address9e, you are hereby notified that any review, dissemination, disclosure, or copying of this communication is strictly prohibited. If you have received this facsimi/9 in error, please immediately notify us by l91ephone, and retum the original facsimile to us at the address above via U.S. Postal Service. Thank you. ~0 01 11 /02 /99 17 :06 '5'409 778 9708 BR YAN AREA OF F To: From: Date: Subject: M EM 0 R l1 M D U M (REVISED) Jeff Tondre, P.E. City of College Station (Fax -764 -3496) Jay Page TxDOT November 2, 1999 SH 6 S. West Front. Rd. @ Rock Prairie Rd./ Birmingham Rd. College Station · Rock Prairie Crossing Shopping Center This shall serve as notification that the permits issued previously for the referenced development that were invalidated on 9/21/99 are now valid with minor modifications to the General Special Provisions (see attached). cc : Brazos Maintenance l4J 001 Kimley-Horn The Seitz Group and Associates, Inc. KHA revised the Duplicate Effective model based on its review of the effective FIS floodplain and floodway models and the most recent available topographical mapping. The geometric data for the two c ross sections 160.20 and 163.0 in the floodplain model was revis ed to match the updated geometry in the floodw ay model. KHA added three cross sections (166.10, 173 .30, and 176.50) at the locations that best re present the improvements to the right overbank in the propos ed project. KHA revised the geometric data in cros s sections 171.80, 175.30, and 179.40, which are located within the project site. The geometric data in both the three additional cross sections and the revised cross sections located within the project site boundary is based on the two-foot topographical mapping that was recently produced for the proj e ct site, and the two-foot aerial topography obtained from the City of College Station. The recent site topography is limited to the outer edge of the righ t overbank and does not cover the main channel or the left overbank. The city topography covers the entire vicinity . Therefore the cross section data for outer portions of the right overbank is based on the recent site topography and the data for the main channel, left overbank, and the remaining inner port\ons of the right overbank are based on the city topography . The Floodplain Map in Appendix B shows both the site and city topography that was used to model the three additional cross sections and the revisions to the cross sections located within the project site boundary. In the Floodplain Map, the city topography is trimmed and removed within the project site property boundary and the recent site topography has replaced it. The resulting model was used to determine the baseline existing conditions 100-year water surface elevations . Model results for the 100 year discharge are summarized in Tables 2 and 3, with computer output files located in Appendix A and cross section plots in Appendix C. 3.4.3 Proposed Project Models The Proposed Project model is based en modifications to the Corrected Effective model to reflect proposed site development. The modifications ta the Corrected Effective model consist of;@earing and regrading the right overbank constructing a retaining wall along portions of the outer right overbank of the channel , ions of the outer right overbank of the channel. in Tables 2 and 3, with computer output files in Appendix A and cross section plots in Appendix C . · -,i,,·s is ~<>f -:;hot.Jvt O/lf c/v// ~1~<-co111s+rv'6+t'livt plc..//ls. /Je-1-a_,/ av~ avid. am~vlf-1-/+':lpe c-6 tJo ~k -fo bt!:. pe~fo,,.~ '"' ()Utv ~k. Ts au~ {,JOV k pvtJ pos4' I VI tl~J,.c A.. -fro.,., av~: The Seitz Group (Wolf Pen Creek) September, 1999 G :\HYDRO\proj ects\63006027\Report\wlf_rprt.doc -7- I FACSIMILE COVER SHEET DATE: I/ h /qq I I CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 South Texas Avenue, P. 0 . Box 9960 College Station, Texas 77842 Phone (409) 764-3570 Fax (409) 764-3496 #PAGES INCLUDING C OVER Z If y ou did not receive a complete fax, please call our office immediately for a new transmittal. TO: COMPANY: g_;~ 11-v.. • /.lo 1'""1 ~ ~ DEPARTMENT: ~ PHONE: FAX: FROM: -::_) e.. £ f' To n d ("£I P. £. PHONE: (t./o~) 7''-/-3570 FAX: l t./Q!J). ?<;t/ ~ 3 ':/_<]_' REMARKS : 0 Urgent 0 For your review 0 Reply ASAP 0 Please Comment \.v'o It ,D~~ PLe..za.. civ,'/ re.~~tJ iu. -42,..ac~ss;) p.~s~ nl!l21t'.t~ . fo . "!A ) rt. ~ ,, ~:-·:·b .. Q~e~, .. ~ ~·!!\ ~:.:.1~.w1~..i ~ ;;_tL~f'i. 1. nerd +'1.is AsA fJ ro ca~~let.e ~e . yt,(/f €{,,,.J. 4tb , . ' \ t • I r .. ' ' . f I • ',, ,. . t - • Floodplain Study Wolf Pen Plaza College Station, Texas Prepared For : The Seitz Group 6805 Hillcrest Avenue, Suite 200 Da ll as, TX 75205 Prepared By: Kimley-Hom and Associates, Inc . Suite 18 00 12700 Park Central Drive Dallas, Te xas 75251 (972)-770-1300 © Kimley-Hom and Associates , Inc . September 1999 Kimley-Horn and Associates , Inc. Kimley-Horn and Associates , Inc. Floodplain Study Wolf Pen Plaza College Station, Texas Prepared For: The Seitz Group 6805 Hillcrest A venue, Suite 200 Dall as, TX 75205 Prepared By: Kimley-Hom and Associates, Inc. Suite 1800 12700 Park Central Drive Dallas, Texas 75251 (972)-770-1300 September 1999 © Kimley-Hom and Associates, Inc . G:\HYDRO\projects\63006027\Report\wlf_rprt.doc The Seitz Group Kimley-Horn The Seitz Group and Associates, Inc. Table of Contents Appendices .................................................................................................................................................................... ii List of Tables ................................................................................................................................................................ ii 1. Introduction ........................................................................................................................................................... 1 1.1 Authority ........................................................................................................................................................... 1 1.2 History .............................................................................................................................................................. 1 1.3 Purpose of Study ............................................................................................................................................... 1 1.4 Location ............................................................................................................................................................ 2 1.5 General Site Characteristics .............................................................................................................................. 2 1.5 .1 Landscape ................................................................................................................................................ 2 1.5 .2 Soils ......................................................................................................................................................... 2 1.6 Methodology ..................................................................................................................................................... 2 1.7 Results ............................................................................................................................................................... 2 2. Hydrology ............................................................................................................................................................ .4 2 .1 Method Description ......................................................................................................................................... .4 2.2 Model Description ........................................................................................................................................... .4 3. Hydraulics ............................................................................................................................................................. 5 3.1 Method Description .......................................................................................................................................... 5 3 .2 Work Study Maps ............................................................................................................................................. 5 3.3 Roughness Coefficients .................................................................................................................................... -5 3.4 Cross Section Description ................................................................................................................................ 6 3.4.1 Duplicate Effective Model ....................................................................................................................... 6 3.4.2 Corrected Effective Models ..................................................................................................................... 6 3.4.3 Proposed Project Models ......................................................................................................................... 7 3.6 Final Results ..................................................................................................................................................... 8 3 .6.1 Hydraulic Analysis Results ...................................................................................................................... 8 4. References ............................................................................................................................................................. 9 The Seitz Group (Wolf Pen Creek) G :\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -i- Kimley-Horn and Associates , Inc. Appendix A: HEC-2 Models Duplicate Effective Model -Floodplain Corrected Effective Model-Floodplain Proposed Project Model -Floodplain Appendix B: Exhibit Maps , Stream Profiles, and Cross -Sections The Seitz Group Appendices List of Tables Table 1: Manning's "n" Values ...................................................................................................................................... 6 Table 2: Comparison of Water Surface Elevations ........................................................................................................ & Tabl e 3 : Summary of Corrected Effective and Proposed-Project Hydraulics ................................................................ & This document, together with the concepts and designs presented herein, is an instrument of services intended onl y for the specific purpose and client for which it was prepared . Reu se of and improper reliance on thi s doc ument without written authorization and adaptation by Kimley-Hom and Associates, Inc. shall be witho ut liability to Kimley-Hom and Associates , Inc . The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -ii- Kimley-Horn and Associates, Inc. The Seitz Group 1. Introduction 1.1 Authority The Seitz Group, Inc. retained the services of Kimley-Horn and Associates, Inc. for the evaluation of floodplain impacts to Wolf Pen Creek. This report will describe the overall characteristics of the overbank improvements to Wolf Pen Creek and the associated adjustments to the floodplain . It will also include supporting technical documentation for the floodplain delineation . Acting on behalf of the client, contacts for the study are as follows: Kevin Gaskey , P.E. Dan Grant, E .I. Kirnley-Horn and Associates, Inc. 12700 Park Central Drive, Suite 1800 Dallas, Texas 75251 (972) 770-1300 1.2 History Wolf Pen Creek and its watershed are located in Brazos County. Wolf Pen Creek is a tributary of Carters Creek. The drainage area includes the eastern half of Texas A&M University east toward State Highway 6 and beyond to its confluence with Carters Creek. 1.3 Purpose of Study Portions of the subject property currently lie within a Federal Emergency Management Agency (FEMA) designated Zone AE , which is an area of 100-year flood with base flood elevations and flood hazard factors determined. The remaining portion of the property is designated as Zone X, which is an area outside the 100-year floodplain . Subsequent to the FEMA maps , Nathan D. Maier Consulting Engineers (NDMCE) submitted a letter of map revision for Wolf Pen Creek. Their hydraulic model covered this property, although the revised flood boundary maps considered only their client's property . The purpose of this study is to, first determine if a portion of the site can be reclaimed from the 100-year floodplain based on the NDMCE map revision, and then to provide design data to the City that indicates a "no rise" condition for the 100-year event in the built out condition. The Seitz Group (YI olf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -1 - Kimley-Horn and Associates, Inc. The Seitz Group 1.4 Location The site is located on the northeast comer of Texas Ave and Holleman Drive, downstream of the Texas Ave bridge. The site is bounded by Texas Ave to the southwest, Wolf Pen Creek to the north and northeast, and Holleman Drive to the southeast. Tributary "A" outfalls into Wolf Pen Creek from the west at the northeast border of the site. 1.5 General Site Characteristics 1.5.1 Landscape The upland areas of the site are abandoned building foundations with light brush. The low-lying areas adjacent to the channel are a combination of heavy brush and trees. The existing Wolf Pen Creek main channel is "V" shaped with side slopes from 1: 1 to 2: 1. Portions of the channel are incised. There are areas of local erosion along the banks throughout the project reach. 1.5.2 Soils Based on local soil surveys , soils within the site are primarily ligniferous clays and sands . The zone most adjacent to Wolf Pen Creek indicates soils with high plasticity indeces and low strength. Other zones within the site contain high plasticity clays with considerable compressive strength, indicating that these soils are not erosive to moderate stream velocity . 1.6 Methodology KHA applied the NDMCE HEC-2 analysis to the stream reach utilizing identical hydrology . KHA then developed a corrected effective hydraulic model that incorporated three additional cross sections through the subject property. The purpose of this modification was to facilitate the no-rise investigation. 1.7 Results KHA applied and mapped the NDMCE floodplain and floodway boundaries . hnprovements on the subject site are partially within the 100-year flood fringe, but are entirely outside the 100-year floodway, per the previous hydraulic studies of NDMCE. Based on City concurrence, a LOMR shall be submitted to FEMA depicting the NDMCE floodplain/floodway boundaries. The site shall be developed consistent with these boundaries, and ultimately a LOMR based on fill may be submitted. The Seit z Group (Wolf Pen Creek) G :\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -2- Kimley-Horn and Associates, Inc. The Seitz Group KHA has evaluated the impact of the floodplain encroachment, and finds no increase in water surface elevations for the 100-year event. The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -3- Kimley-Horn and Associates , Inc. The Seitz Group 2. Hydrology 2.1 Method Description Discharge values were obtained from the effective FEMA FIS and are consistent with the LOMR submitted for SCC Development, Ltd. by NDMCE in October, 1998 and the CLOMR submitted for Clarke-Wyndham by NDMCE in September, 1998. 2.2 Model Description Tributary "A" outfalls into Wolf Pen Creek from the west at the northern border of the site. Flow values are increased at the cross sections downstream of Tributary "A" in each of the models to account for this outfall. The Floodplain Models (Duplicate Effective, Corrected Effective and Proposed Project) discharge values within project limits are : 10 year (upstream of Tributary "A") 10 year (downstream of Tributary "A") 50 year (upstream of Tributary "A") 50 year (downstream of Tributary "A") 100 year (upstream of Tributary "A") 100 year (downstream of Tributary "A") 500 year (upstream of Tributary "A") 500 year (downstream of Tributary "A") The Seitz Group (Wolf Pen Creek) G :\HYDRO\projects\63006027\Report\wlf_rprt .doc 2591 cfs 2980 cfs 3571 cfs 4109 cfs 3969 cfs 4564 cfs 4800 cfs 5519 cfs September, 1999 -4- Kimley-Horn The Seitz Group and Associates, Inc. 3. Hydraulics 3.1 Method Description The hydraulic models for this study were prepared based on two-foot aerial topography that was obtained from NDMCE upon the direction of the City of College Station, and two-foot topography that was recently prepared for the project site by KHA. The effective FEMA FIS was prepared by NDMCE for the 1998 LOMR and CLOMR submittals. • NDMCE submitted a CLOMR in September, 1998 for Clarke-Wyndaham Real Estate Investment Services and a LOMR in October, 1998 for SCC Development Ltd. Both the CLOMR and the LOMR were submitted for developments that are located on Wolf Pen Creek within one mile downstream of the site proposed in this report. KHA received the effective FEMA FIS model dated January 13, 1999 with these revisions from NDMCE at direction of the City of College Station. 3.2 Work Study Maps The existing and proposed floodplain limits for the study are shown in Appendix B. 3.3 Roughness Coefficients The Roughness coefficients (Manning's "n" Values) used in the Corrected Effective Model are identical to the roughness coefficients that were used in the Duplicate Effective Model. The roughness coefficients in the Duplicate Effective Model were established in the Effective FIS. Although these roughness coefficients are significantly higher than the recommended values published in City of College Station Drainage Policy and Design Standards for this type of weedy channel, KHA duplicated the roughness coefficients for existing conditions in the Corrected Effective model to match the roughness coefficients in the Duplicate Effective Model. The proposed project will improve the right overbank of the channel within the property boundary and will not modify the main channel or the left overbank. A retaining wall will be constructed along outer portions of the right overbank. The right overbank will be regraded within the site property boundary. These improvements will lower the roughness coefficient of the right overbank. KHA used a conservative roughness coefficient to represent the proposed conditions within the project site along the right overbank. The roughness coefficient for the proposed right overbank is based on the recommended Manning's "n" The Seitz Group (Wolf Pen Creek) G :\HYDRO\projects\63006027\Report\wlf_rprt .doc September, 1999 -5- Kimley-Horn The Seitz Group and Associates , Inc. Values published in the City of College Station Drainage Policy and Design Standards. All of these improvements to the right overbank are represented in the proposed project model. Table 1: Manning's "n" Values River Stations Manning's "n" Value Left Overbank Main Channel Right Overbank Duplicate Right Overbank Proposed Effective and Corrected All Models All Models Effective Models Project Model Downstream to 16 3.00 0 .090 .0075 0 .090 0.090 166.10 to 176 .50 0.090 .0075 0 .090 0.060 179.40 to 180 .40 0.090 .0 075 0 .090 0 .090 180.40 to upstream 0 .065 0 .055 0.065 0 .065 3.4 Cross Section Description 3.4.1 Duplicate Effective Model NDMCE provided KHA with both the floodplain and floodway effective FIS models. KHA has labeled this model as the Duplicated Effective model in this report. Model results for the 100 year discharge, within project vicinity, are summarized in Table 2 with computer output files located in Appendix A. As part of the analysis it is necessary to ensure that the hydraulic model used is consistent with the previous stu dy 's paper copy results. This ensures that model version variation or keystroke errors do not impact the modeling results. 3.4.2 Corrected Effective Models The NDMCE Duplicate Model was then annotated to facilitate the analysis of the Proposed Project. Although this study provides a revision to the floodplain only, KHA reviewed both the floodplain and floodway models that were prepared by NDMCE. It should be noted that the geometric data in the two cross sections 160.20 and 163 .0 differ significantly between NDMCE's floodplain and floodway models . NDMCE references geometric revisions to these two cross sections in the title cards of both the floodway and floodplain models. However, only the NDMCE floodway model had been revised with these changes. The NDMCE floodplain model had not been updated with these changes . The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -6- Kimley-Horn The Seitz Group and Associates, Inc. KHA revised the Duplicate Effective model based on its review of the effective FIS floodplain and floodway models and the most recent available topographical mapping. The geometric data for the two cross sections 160.20 and 163.0 in the floodplain model was revised to match the updated geometry in the floodway model. KHA added three cross sections (166.10, 173.30, and 176.50) at the locations that best represent the improvements to the right overbank in the proposed project. KHA revised the geometric data in cross sections 171.80, 175.30, and 179.40, which are located within the project site. The geometric data in both the three additional cross sections and the revised cross sections located within the project site boundary is based on the two-foot topographical mapping that was recently produced for the project site, and the two-foot aerial topography obtained from the City of College Station. The recent site topography is limited to the outer edge of the right overbank and does not cover the main channel or the left overbank. The city topography covers the entire vicinity . Therefore the cross section data for outer portions of the right overbank is based on the recent site topography and the data for the main channel, left overbank, and the remaining inner portions of the right overbank are based on the city topography. The Floodplain Map in Appendix B shows both the site and city topography that was used to model the three additional cross sections and the revisions to the cross sections located within the project site boundary. In the Floodplain Map, the city topography is trimmed and removed within the project site property boundary and the recent site topography has replaced it. The resulting model was used to determine the baseline existing conditions 100-year water surface elevations . Model results for the 100 year discharge are summarized in Tables 2 and 3 , with computer output files located in Appendix A and cross section plots in Appendix C. 3.4.3 Proposed Project Models The Proposed Project model is based on modifications to the Corrected Effective model to reflect proposed site development. The modifications to the Corrected Effective model consist of; clearing and regrading the right overbank, constructing a retaining wall along portions of the outer right overbank of the channel, and placing fill along portions of the outer right overbank of the channel. Model results are summarized in Tables 2 and 3, with computer output files in Appendix A and cross section plots in Appendix C. The Seitz Group (Wolf Pen Creek) G :\HYDRO\projects\63006027\Report\wlf_rprt .doc September, 1999 -7 - Kimley-Horn The Seitz Group and Associates , Inc. 3.6 Final Results 3.6.1 Hydraulic Analysis Results The proposed proj ec t will not inc rea se the water surfac e elevation s (due to a shift in the wei ghted conveyance with a more efficie nt right overbank) and thus complies with the City of C ollege Station Drainage Policy and Des ig n Standards. Ta bles 2 and 3 show th e hydraulic mod e ling results of the 100 year di sc h arge for Wolf Pen Creek within propo sed project boundaries . Table 2: Comparison of Water Surface Elevations 100-Year Water Surface Elevations River Station Discharge Duplicate Corrected (cfs) Effective Effective Proposed-Project 166.10 4564 281 .21 281.20 171 .80 3969 283 .73 282 .95 282 .87 173.30 3969 283.73 283.63 - 175.30 3969 286.27 284.93 284 .78 176.50 3900 285.57 285.46 179.40 3900 287.19 286 .39 286 .37 Table 3: Summary of Corrected Effective and Proposed Project Hydraulics 100 year Water Surface Ri ver Elevations Station Corrected Proposed- Effective 166.10 281 .21 17 1 .80 282 .95 173.30 283 .73 175.30 284.93 176.50 285 .57 179.40 286 .39 The Seitz Group (Wo lf Pen Creek) G:\H YDR O\projec ts\63006027\Report\w lf_rprt .doc Proiect 281.20 282 .87 283 .63 284 .78 285.46 286 .37 Net Change in Water Surface (ft) -0.0 1 -0.08 -0.10 -0.44 -0.1 5 -0 .02 100-Y ear Channel Velocity Corrected Effective 5.54 6.47 7 .07 6.06 4.70 4.78 Proposed- Proiect 5.45 6.31 6.80 6.24 4 .94 4 .82 Se pt emb e r, 1999 -8- 4. Kimley-Horn and Associates, Inc. The Seitz Group References 1. Nathan D . Maier Consulting Engineers Request for a Letter of Map Revision Wolf Pen Creek, College Station, Texas, October 1998 . 2 . Nathan D. Maier Consulting Engineers Request for a Conditional Letter of Map Revision Wolf Pen Creek, College Station, Texas, September 1998. 3. City of College Station . Drainage Policy and Design Standards, October 1990. 4. Flood Insurance Rate Map, Brazos County, Texas , Panel 48041C0144C. 5. Army Corp of Engineers., User Manual for HEC-2, September 1991. The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc September, 1999 -9- Kimley-Horn and Assoc iates , Inc. The Seitz Grou p (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc The Se i tz Group Appendix A: HEC-2 Models September, 1999 Kimley-Horn and Associates , Inc . The Seitz Grou p (W olf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt .doc The Sei tz Group Duplicate Effective Model -Floodplain September, 1999 1******************************************** * HEC -2 WATER SURFACE PROFILES * * * Ver s ion 4.6 .2; May 1991 * * * * * RUN DATE 10SEP99 TIME 11:05:49 * ******************************************** x x xxxxxxx xxxxx x x x x x x x x x xxxxxxx xx xx x xxxxx 10SEP99 11:05:49 ************************************* HEC -2 WATER SURFACE PROFILES Ve r s i on 4.6.2; May 1991 ************************************* x x x x x x x x xxxxxxx 11-1 4-95 using erv meyer's file "WOLFAMPR" as a base model and new topo from clarke & windham, secns 124.00, 126.00, x x xxxxx 130.90, 135.60, & 145.60 were revised and model rerun to determine limits at these sections. x 9-16 -98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge lake. Stations 189.00 -223.20 Modif i ed to match FIS. Appears to be+/-450 ft. added into the NDM stationing At about St ation 186.00 Rev i sed 10 /22/98 to remove fill in left bank at 160.20 and 163.00 Rev ised 01 /12/99 to correct channel reach length at 124.00-145.60 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. CONO. 10-YR.FLD.·HYPOTHETICAL STORM··W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2R Revi s ed 10/22/98 to remove fill in left bank at 160.20 and 163.00 J1 I CHECK INQ NINV IDIR STRT METRIC HVINS 0 2 0 0 .001977 0 0 Q J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW 0 -1 0 0 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 0 0 JS LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** J6 QT NC 1 -10 IHLEQ 4 0.09 10SEP99 -10 !COPY 3941 .075 11:05:49 SUBDIV 5287 0.06 STRTDS 5645 0.1 RMILE 6882 0.3 xxxxx x x x xxxxx x x xxxxxxx *************************************** * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITED * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 * * * * * *************************************** PAGE THIS RUN EXECUTED 10SEP99 11:05:49 WSEL FQ 0 0 CHNIM !TRACE 0 0 PAGE 2 BEGIN WOLF PEN CREE K 2630 FT. U/S OF CARTERS CREEK CONFLUENCE X1 26.30 17 1153 1185 0 0 0 GR 250.0 1000 248.0 1030 246.0 1070 244.0 1100 242.0 1145 GR 240.0 1153 236.0 1156 235.0 1158 235.0 1168 236.0 1173 GR 238.0 1180 240.0 1185 242.0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 X1 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 1325 242.0 1535 GR 240.0 1545 238.0 1550 237.0 1553 238.0 1562 240.0 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1780 GR 260.0 1900 X1 45.60 16 1302 1335 700 500 830 GR 250.0 650 250.0 1018 248.0 1030 246.0 1060 244.0 1285 GR 242.0 1297 240.0 1302 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246.0 1380 250.0 1430 252.0 1460 254.0 1500 GR 256.0 1555 X1 49.20 17 1305 1335 150 300 360 GR 250.0 600 250.0 1015 246.0 1045 246.0 1260 244.0 1300 GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238.0 1320 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 .060 X1 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252.0 1050 250.0 1085 248.0 1200 248.0 1425 GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248.0 1795 250.0 1835 252.0 1870 QT 4 3949 5261 5515 6793 X1 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252.0 1060 250.0 1240 248.0 1280 246.0 1630 GR 240.0 1650 246.0 1670 248.0 1740 250.0 1750 254.0 1810 GR 256.0 1860 NC .065 .065 .060 .3 .5 X1 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266.0 1100 264.0 1300 262.0 1560 260.0 1675 GR 258.0 1790 256.0 1940 250.0 1960 248.0 1968 246 .0 1990 GR 245.0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260.0 2430 260.0 2560 260.0 2665 266.0 2850 STATE HIGHWAY 6 WEST LANE, U/S JS MOST RESTRICTIVE (4-10 1 x 8 1 ) w•x H' ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE X1 70.00 12 1700 1742 100 100 100 GR 270.0 1000 268.0 1095 266.0 1190 264.0 1450 263.85 1700 GR 246.11 1700 246.11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 2870 1 10SEP99 11:05:49 PAGE 3 NC .015 SB 1.25 1 .5 2.9 0 42 2 320 0 247.32 246. 11 X1 73.70 370 370 370 1.21 X2 1 255.32 263.85 BT 10 1000 270.0 0 1095 268.0 0 1190 266.0 0 BT 1450 264.0 0 1700 263.85 0 1742 263.85 0 2600 BT 264.0 0 2695 266.0 0 2780 268. 0 0 2870 270.0 BT 0 NC .070 .070 .060 SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE X1 75.10 18 1600 1630 100 150 140 GR 270.0 1000 270.0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258.0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 GR 254.0 1765 270.0 1765 270.0 2260 NC . 1 .3 SECTION CUTOFF AT HOLLEMAN R.O.W. ANO LOWE'S BUILDING X1 77.70 22 1529 1570 190 310 260 GR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257.63 1287 GR 258.00 1299 256.00 1349 254.70 1449 254.50 1503 252.50 1529 GR 246.30 1534 243.25 1549 246.61 1564 254.01 1570 257.71 1623 GR 257 .35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 GR 263.34 1907 270.0 1907 NC .075 .075 .065 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 80.80 15 1315 1355 320 230 310 GR 270.00 1000 263.4 1000 262.0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 GR 256.0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256. 0 1285 GR 254.0 1360 24 6.37 13 70 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 270.0 1760 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258.0 1290 256.0 1315 254.0 1410 GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 88.15 12 1400 1445 280 230 260 GR 270.00 1000 263.6 11 40 262.0 1270 260.0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254.0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 1 10SEP99 11:05:49 PAGE 4 SECTION CUTOFF AT SEARS SERVICE CENTER X1 91 .90 14 1660 1705 450 200 375 GR 270.00 1470 266.0 1470 264.0 1540 262.0 1565 260.0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 1780 260.0 1815 270.0 1965 SECTION CUTOFF AT SEARS SERVICE CENTER X1 95.00 16 11 81 1211 170 350 310 GR 266.01 1000 264.56 1057 263. 16 1107 262.36 1157 262.36 1181 GR 253.06 1190 251.96 1207 256.94 1211 257.94 1257 259.44 1357 GR 259.84 1389 268.82 1457 270.32 1507 277.65 1607 282.35 1699 GR 280.36 1780 X1 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1420 260.0 1500 GR 258.0 1595 256.0 1620 254.0 1670 252.58 1675 260.0 1695 GR 262.0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512.5 .025 1567.5 .045 1675 X1 103.00 14 1512.5 156 7 .5 150 600 445 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1450 259.0 1480 GR 256.0 1490 255.0 1512.5 254.0 1512.5 254.00 1540 254.0 1567.5 GR 255.0 1567.5 256.0 1582 258.0 1588 270.0 1675 QT 4 3830 5195 5630 6940 .AMPHITHEATER DAM NH 4 .045 1296 .025 1374 .045 1408 .075 1584 X1 108.10 14 1310 1374 500 220 510 GR 274.0 1140 267.0 1233 257.0 1278 255.0 1296 255.0 1310 GR 254.0 1310 254.0 1342 254.0 1374 255.0 1374 255.15 1385 GR 266.0 1408 268.0 1465 269.0 1510 270.0 1584 NC .065 .065 LAKE MODIFIED TO REFLECT SILT NH 4 .075 1130 .045 1374 .025 1634 .045 1755 X1 112.00 16 1486 1634 360 320 390 GR 272.0 1000 270.0 1130 267.0 1318 265.0 1330 265.0 1345 GR 256.00 1374 255.00 1486 254.00 1486 254.0 1560 254.0 1634 GR 255.0 1634 256. 1645 263. 1672 264.0 1685 265.0 1714 GR 271.0 1755 NC .3 .5 LAKE MODIFIED TO REFLECT SILT NH 4 .045 1464 .025 1565 .045 1760 .075 1820 100 1 D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECTION X1 112.90 15 1473 1565 100 250 90 GR 272.0 1000 267.0 1432 256.0 1464 255 .0 1473 254.0 1473 GR 254.0 1540 254.0 1565 255.0 1565 256.0 1578 265.0 1613 GR 265.0 1650 266.0 1658 269.7 1680 269.7 1760 272.0 1820 1 10SEP99 11:05:49 PAGE 5 --------------- D/S FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION X1 113.90 12 141 8 1460 100 100 100 GR 271.21 1000 270 .4 1140 269.86 1240 269.32 1340 269.04 1418 GR 254.19 1418 254.19 1460 269.04 1460 270.1 1 1500 271.00 1600 GR 271.49 1700 272.12 1800 NC .015 SB 1 .25 1.50 2.9 0 42 2 400 0 255.34 254.19 X1 116.20 230 230 230 1.15 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269.86 0 BT 1340 269.32 0 1418 269.04 0 1460 269.04 0 1500 BT 270. 11 0 1600 271.00 0 1700 271.49 0 1800 272.12 BT 0 NC .075 .075 .055 X1 116. 70 15 1495 1587 50 50 50 GR 272.06 1000 271.48 1100 270.94 1200 270.4 1300 269.86 1385 GR 269.68 1445 264.0 1495 255.34 1520 255.34 1562 264.0 1587 GR 271.0 1650 271.24 1750 271.87 1850 272.5 1950 272.82 2050 QT 4 3711 5132 5763 7075 NC .1 .3 X1 119. 20 9 1300 1337 250 250 250 GR 271.48 1000 264.0 1030 262.0 1290 260.0 1300 256. 12 1310 GR 260.0 1337 264.0 1380 268.0 1465 272.5 1510 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 124.00 22 1070 1111 580 300 565 GR 272 1000 270 1003 268 1007 266 1010 264 1014 GR 266 1018 268 1070 266 1073 264 1075 262 1077 GR 260 1080 258 1083 256.42 1087 258 1091 260 1097 GR 262 1103 264 1106 266 1111 268 1149 270 1200 GR 272 1243 272 1314 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 126.00 22 1161 1244 240 180 300 GR 276 1000 274 1005 272 1012 270 1028 268 1059 GR 266 1133 266 1161 264 1177 264 1190 262 1221 GR 260 1225 258 1226 256 1232 258 1237 268 1244 GR 268 1257 268 1273 266 1285 268 1320 270 1341 GR 270 1380 272 1512 NC .090 .090 .075 SECTION UPDATED USING LAT EST TOPO-NOV 6, 1995 X1 130.90 21 1010 1099 500 370 750 GR 276 1000 274 1010 272 1020 270 1029 268 1033 GR 266 1049 264 1056 258 1065 258 1082 264 1090 GR 266 1099 268 1149 268 1162 270 1265 272 1425 GR 272 1485 272 1520 274 1565 274 1593 276 1748 GR 278 1823 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers upda te in lob w mwr revisions in rob 1 - 10SEP99 11:05:49 PAGE 6 LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 X1 135.60 24 1860 1920 340 300 835 GR 277.5 1000 278 1184 276 1294 272 1321 270 1515 GR 270 1540 268 1550 268 1763 270 1848 270 1860 GR 268 1875 266 1880 263. 14 1895 264 1900 266 1905 GR 268 1910 270 1920 272 1930 274 1945 276 1955 GR 278 1975 280 2035 282 2200 284 2290 QT 4 2837 3954 4444 5541 SECTION UPDATED USING LATEST TOPO-NO V 6, 1995 erv meyers update in lob w mwr revisions i n rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 X1 145.60 16 1610 1636 410 450 550 GR 280 1090 278 1127 275 1328 273 1580 272 1610 GR 265.95 1624 265.95 1624 266 1627 268 1630 270 1636 GR 272 1725 274 1756 276 1785 278 1814 280 1844 GR 280 1894 SECTION CUTOFF AT XMAS STORE X1 156.40 13 1135 1190 520 600 1080 GR 283.24 1120 283.24 1120 283.24 1120 274.0 1135 272.0 1145 GR 270.0 1150 267.52 1155 270.0 1175 272.0 1190 274.0 1260 ---- GR 276.0 1330 278.0 1370 280.0 1480 QT 4 2980 4109 4564 5519 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 160.20 15 1360 1400 250 220 380 GR 285 1000 284 .11 1140 284 1175 277 1205 276.0 1240 GR 274.0 1290 272.0 1360 270.0 1365 266.79 1375 270.0 1385 GR 274.0 1400 276.0 1420 278.0 1470 280.0 1555 282.0 1610 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 163.00 16 1460 1492 350 240 280 GR 284.0 1230 282.5 1230 282 1245 280 1300 279 1343 GR 276 1368 276.0 1460 270.0 1475 268.98 1480 270.0 1485 GR 272.0 1492 274.0 1515 276.0 1600 278.0 1665 280.0 1690 GR 284.0 1745 QT 4 2591 3571 3969 4800 SECTION CUTOFF AT CAR WASH X1 171.80 11 1385 1415 400 480 850 GR 286 .0 1340 284 .09 1340 284.09 1340 276.0 1385 271.0 1400 GR 280.0 1415 282.0 1430 284.0 1520 286.0 1570 288.0 1690 GR 290.0 1730 X1 175.30 13 1310 1350 330 420 350 GR 286.8 1000 284.0 1150 282.0 1240 280.0 1290 278.0 1310 GR 270.72 1330 280.0 1350 282.0 1360 284.0 1380 290.0 1380 GR 290.0 1540 290.0 1565 290.0 1640 1 10SEP99 11 :05:49 PAGE 7 QT 4 2575 3520 3900 4740 NC .3 .5 100 1 D/S OF BOX CULVERT ON TEXAS AVENUE X1 179.40 13 1110 1160 310 410 410 GR 286.6 1000 286.0 101.0 284.0 1083 282.0 1095 280.0 1110 GR 273. 16 1130 280.0 1160 282.0 1170 284.0 1190 284.0 1215 GR 290.0 1340 290.0 1385 290.0 1460 D/S FACE BOX CULVERTS ON TEXAS AVENUE X1 180.40 11 1235 1266.3 160 60 100 GR 290.0 800 289.4 1000 286.6 1235 273.01 1235 273.01 1266.3 GR 286.5 1266.3 286.0 1410 286.0 1500 286.4 1590 287.2 1625 GR 290.5 1640 NC . 015 SB 1.25 1.5 2.9 0 31.3 1.3 300 0 273. 01 273.01 X1 181.12 112 112 112 X2 1 283.01 286.6 BT 9 800 290.0 0 1000 286.6 0 1235 286.75 0 BT 1266.3 286.75 0 1410 286.6 0 1500 286.6 0 1590 BT 286.8 0 1625 287 .2 0 1640 290.5 0 NC .065 .065 .055 . 1 .3 NDM STATION 186.00 100 1 U/S BOX CULVERTS X1 182.40 11 1185 1270 100 100 100 GR 290.0 800 289.4 1000 286.6 1150 286.0 1185 273.8 1207 GR 273.8 1215 284.0 1250 286.0 1270 288.0 1300 288.0 1555 GR 290.0 1620 NDM STATION 189.00 X1 185.50 12 1370 1435 260 390 300 GR 295.0 1000 295.0 1310 288.0 1310 286.0 1370 276 .3 1400 GR 276.3 1403 288.0 1435 290.0 1470 292.0 1545 294.0 1660 GR 298.0 1840 300.0 1880 NDM STAT ION 191.50 X1 188.00 8 1425 1490 150 270 250 GR 290 .0 1060 288.0 1370 286.0 1425 276. 75 1462 286.0 1490 GR 288.0 1500 290.0 1510 300.0 1765 T 4 2560 3464 3855 4675 NDM STATION 194.30 X1 190.80 13 1235 1280 230 200 280 R 295.0 1175 288.0 1185 286.0 1235 277.5 1258 277.5 1262 R 284.0 1280 286.0 1355 290.0 1395 292.0 1435 294.0 1490 'R 296.0 1530 298.0 1585 300.0 1610 10SEP99 11:05:49 PAGE 8 --------------- NC .075 NDM STATION 197.00 X1 193.50 12 1252 1297 275 320 270 GR 295.0 1210 289.0 1210 288.0 1240 286.0 1252 278.1 1275 GR 286.0 1297 288.0 1320 290.0 1345 294.0 1410 296.0 1490 GR 298.0 1570 300.0 1610 NDM STATION 199.00 X1 195.50 12 1292 1380 200 150 200 GR . 295.0 1260 288.0 1260 280.0 1311 279.0 1315 280.0 1322 GR 286.0 1340 288.0 1355 290.0 1380 292.0 1500 296.0 1560 GR 298.0 1620 300.0 1690 NC .085 .085 .050 QT 4 1050 1391 1536 1830 NDM STATION 201.00 X1 197 .50 13 1290 1350 380 130 200 GR 300.0 1160 293.5 1170 292.0 1230 290.0 1255 286.0 1275 GR 284.0 1290 280.5 1320 282.0 1330 284.0 1350 290.0 1380 GR 296.0 1470 298.0 1610 300.0 1655 NDM STATION 203.00 X1 199.50 10 1230 1290 150 230 200 GR 300.0 1140 293.5 1150 292.0 1170 286.0 1230 282.0 1260 GR 286.0 1290 296.0 1380 298.0 1415 300.0 1455 302.0 1520 NDM STATION 207 .00 X1 203.50 12 1355 1375 320 410 400 GR 300.0 1000 298.0 1015 296.0 1100 296.0 1285 294.0 1285 GR 288.0 1355 286.1 1370 286.0 1375 294.0 1410 296.2 1410 GR 298.0 1792 300.0 1800 NDM STATION 209.00 X1 205.50 14 1198 1215 180 130 225 GR 300.0 1000 298.0 1080 294.0 1140 292.0 1160 290.0 1180 GR 288.0 1198 287.0 1205 288.0 1215 290.0 1225 294.0 1250 GR 296.0 1275 298.0 1300 298.0 1380 300.0 1390 NDM STATION 210.80 X1 207.30 10 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 1158 296.0 1168 290.0 1185 GR 287.5 1195 290.0 1210 296.0 1233 300.0 1250 302.0 1400 NC .3 .5 NDM STATION 213.30 X1 209.80 10 1250 1265 250 240 250 GR 306.0 1000 304.0 1061 302.0 1140 300.0 1180 298.0 1197 GR 290.0 1250 289.0 1255 290.0 1265 300.0 1265 300.8 1430 NDM STATION 215.30 10SEP99 11:05:49 PAGE 9 X1 211.80 12 1295 1310 150 180 200 GR 310.0 1000 308.0 1060 306.0 1100 304.0 1190 300.0 1265 GR 294.0 1295 291.0 1308 294.0 1310 298.0 1345 300.0 1360 GR 300.7 1380 300.8 1580 NDM STATION 215.90 X1 212.40 18 1101.9 1114.1 90 30 60 GR 308.1 820 308.0 830 304.0 1000 302.0 1070 298.0 1086 GR 290.96 1101.9 290.96 1102 290.96 1102.8 290.96 1105 290.96 1108 GR 290.96 1111 290.96 1113.2 290.96 1114 290.96 1114.1 298.0 1129 GR 300.6 1175 300.6 1210 320.0 1210. 1 NC .024 SB 1.25 1.5 2.9 0 8.5 0 55 0 290.96 290.96 NDM STATION 216.30 X1 212.80 40 40 40 X2 1 297.46 300.60 BT 18 820 308.1 0 830 308.0 0 1000 304.0 0 BT 1070 302.0 0 1086 301.3 0 1101.9 300.6 0 1102 BT 300.6 0 1102.8 300.6 0 1105 300.6 0 1108 300.6 BT 0 1111 300.6 0 1113.2 300.6 0 1114 300.6 0 BT 1114. 1 300.6 0 1129 300.6 0 1175 300.6 0 1210 BT 300.6 0 1210.1 320.0 0 NC .050 .050 .045 NDM STATION 216.50 ------------------- 1 1 X1 213.00 GR 308.1 GR 300.0 GR 300.0 NDM STATION X1 215.70 GR 307.0 GR 294.0 GR 306.0 NC 13 1000 1300 1380 219.20 13 1000 124 0 1380 NDM STATION 221 .1 0 X1 217.60 14 GR 305.9 1000 GR 296.2 1175 GR 304.0 1230 NDM STATION 223.20 X1 219. 70 GR 306.0 GR 300.0 10SEP99 9 1000 1115 11:05:49 1315 308.0 298.0 300.0 1225 306.0 296.0 308.0 1150 306.0 296.2 306.0 1085 304.0 302.0 1345 1055 131 5 13 95 1255 1055 1250 13 95 .1 1210 1030 1185 1245 1120 1055 1120 20 306.0 292.5 320.0 230 304.0 298.0 310.0 .3 300 306.0 298.0 308.0 170 302.0 308.0 20 1135 1330 1395 290 1190 1255 1420 300 1085 1195 1265 210 1085 1150 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11:05:49 20 304.0 292.5 270 302.0 300.0 190 304.0 300.0 310.0 210 300.0 310.0 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11·7·95 T2 EXIST. COND . 50-YR.FLD .·H YPOTHETICAL STORM··W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANA LYSI S-NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVJNS 0 3 0 0 .001 977 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 2 0 ·1 ·1 JHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11:05:49 Q IBW T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 2 . EXIST. COND. 100-YR.FLD.·HYPOTHETICAL STORM··W/AMPHITHEATER AND LAKE 3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS -NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INC NJNV !DIR STRT METRIC HVJNS 4 0 .001 799 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 3 0 ·1 ·1 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF ROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR ETA I LS. 10SEP99 11:05:49 Q IBW 1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11·7·95 T2 EXIST. COND. 500-YR.FLD.·HYPOTHETICAL STORM ··W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 !CHECK INQ NJNV !DIR STRT METRIC HVJNS Q 0 5 0 .001977 WSEL CHNIM WSEL 1190 1338 1205 1275 1150 1200 1290 1090 1170 247.44 CHNJM WSEL FQ 302.0 298.0 298.0 302.0 300.0 302.0 297.0 !TRACE FQ !TRACE FQ 1225 1345 1225 1340 1170 1210 1100 PAGE 10 PAGE 11 PAGE 12 PAGE 13 1 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 15 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, \.JHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11:05:49 ************************************* HEC-2 \.JATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* IB\.J CHNIM !TRACE THIS RUN EXECUTED 10SEP99 NOTE-ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST \.JOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 SECNO XLC H ELTRD ELLC ELMIN Q C\.JSEL CRl\.JS EG 10*KS VCH 26.300 .00 .00 .DO 235.00 3941.00 246.50 244.81 246.67 19.94 4.85 26.30D .DO .00 .00 235.00 5287.00 247.14 245.45 247-31 20.16 5.08 26.300 .00 .00 .OD 235.00 5645.DD 247.44 245.43 247.59 17.99 4.89 26.300 .00 .00 .00 235.00 6882.00 247.82 246.01 247.99 19.80 5.25 * 37.300 1100.00 .00 .00 237.00 3941.00 247.50 243.79 247.56 8.68 2.97 * 37.300 1100.00 .OD .00 237.00 5287.00 248.19 244.27 248.27 10.23 3.39 37.300 1100.00 .OD .00 237.00 5645.00 248.42 244.36 248.50 10.23 3.45 37.30D 1100.00 .00 .00 237.00 6882.00 248.90 244.69 249.00 11.64 3.80 * 45.600 830 .00 .00 .00 237. 50 3941.00 248.31 245.89 248.53 21.04 5.21 * 45.600 830 .00 .00 .00 237. 50 5287.00 249.12 246.79 249.37 23.10 5. 75 * 45.600 830.00 .00 .00 237.50 5645.00 249.34 246.85 249.59 23.17 5.83 * 45.600 830.00 .00 .00 237.50 6882.00 249.92 247.27 250.21 25.09 6.28 49.200 360.00 .00 .DO 237. 70 3941.00 248.96 247.33 249.22 31.34 5.80 49.200 360.00 .00 .00 237. 70 5287.00 249.79 247.84 250.06 31.84 6.20 49.200 360.00 .DO .00 237.70 5645.00 250.01 247.99 250.28 31.61 6.26 49.200 360.00 .DO .00 237. 70 6882.00 250.63 248.35 250.89 30.89 6.44 55.000 580.00 .00 .00 239.00 3941.00 250. 17 248.59 250.27 17.59 3.95 * 55.000 580.00 .00 .00 239.00 5287.00 250.93 248.93 251.03 15.57 3.95 * 55.000 580.00 .00 .00 239.00 5645.00 251.13 248.96 251.22 15.07 3.95 * 55.000 580.00 .00 .00 239.00 6882.00 251.69 249.29 251. 79 14.43 4.02 61.000 600.00 .00 .00 240.00 3949.00 250.81 248.48 250.89 12.89 3.40 61.000 600.00 .00 .00 240.00 5261. 00 251.52 248.79 251.61 13.44 3.68 61.000 600.00 .00 .00 240.00 5515.00 251.69 248.86 251. 78 13.06 3.68 61.000 600.00 .00 .00 240.00 6793.00 252.24 249-12 252.35 13.66 3.92 69.000 800.00 .00 .00 245.00 3949.00 253.20 252.24 254.76 153.97 10.22 * 69.000 800.00 .00 .00 245.00 5261.00 253.94 253.29 256.05 181.03 11.94 * 69.000 800.00 .00 .00 245.00 5515.00 254.06 253.47 256-27 186.79 12.27 69.000 800.00 .00 .00 245.00 6793.00 254.62 254.47 257.37 211.16 13.74 1DSEP99 11:05:49 SECNO XLCH ELTRD ELLC ELMIN Q C\.JSEL CR!l.JS EG 10*KS VCH 70.000 100.00 .00 .00 246.11 3949.00 254.69 252.59 256.56 175 .96 10.96 70.000 100.00 .DO .DO 246. 11 5261.00 255.69 253.95 258.34 226. 13 13.08 70.000 100.00 .00 .00 246. 11 5515.00 255.86 254.20 258.67 236.18 13.47 70.000 100.00 .DO .00 246.11 6793.00 256.63 255.43 260.30 287.26 15.37 73. 700 370.00 263.85 255.32 247.32 3949.00 256.67 .00 258.24 8.54 10.05 PAGE 14 11:05:50 AREA .01K 1809.68 882.60 2290.71 1177.49 2519.74 1330.93 2824.26 1546.57 2336.41 1337.28 2732.00 1652.61 2869.83 1764.80 3179.17 2017.00 1486.74 859.11 1799.84 1099.92 1889.16 1172. 78 2125.59 1373.81 1361.12 703.94 1681.42 936.99 1769.45 1004.08 2268.35 1238.16 2028.40 939. 75 2613.57 1340.01 2767.12 1454.36 3219.31 1811.46 2037.71 1099.77 2484.67 1435 .10 2603. 18 1526.08 2995.76 1837. 73 413.29 318.25 479.46 391.01 490.48 403.53 544.48 467.47 PAGE 15 AREA .01K 360.37 297.70 402.32 349.85 409.40 358.86 441.84 400.79 392.78 1351.23 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 73. 700 73.700 73.700 75.100 75.100 75 .100 75 .100 77.700 77.700 77.700 77.700 80.800 80.800 80.800 80.800 83.600 83.600 83.600 83.600 85.550 85.550 85.550 85.550 88.150 88.150 88.150 88 .150 91.900 91. 900 91.900 91.900 95.000 95.000 95.000 95.000 10SEP99 SECNO 98.550 98.550 98.550 98.550 103.000 103.000 103.000 103.000 108.100 108.100 108.100 108.100 112.000 112.000 112.000 112.000 112. 900 112.900 112.900 112.900 113. 900 113.900 113.900 113.900 116.200 116.200 370.00 370.00 370.00 140.00 140.00 140.00 140.00 260.00 260.00 260.00 260 .00 310.00 310.00 310.00 310 .00 280.00 280.00 280.00 280.00 195.00 195.00 195.00 195.00 260.00 260.00 260.00 260.00 375 .00 375.00 375.00 375.00 310.00 310.00 310.00 310.00 11:05:49 XLCH 355.00 355.00 355.00 355.00 445.00 445.00 445.00 445.00 510.00 510.00 510.00 510.00 390.00 390.00 390.00 390.00 90.00 90.00 90.00 90.00 100.00 100 .00 100.00 100.00 230.00 230.00 263.85 263 .85 263 .85 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 269.04 269.04 255.3 2 255.3 2 255.3 2 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 265 .34 265 .34 247 .32 247.32 247.32 245.93 245.93 245.93 245.93 243.25 243.25 243.25 243.25 246.39 246.39 246.39 246.39 246.37 246.37 246.37 246.37 246.64 246.64 246.64 246.64 246.61 246.61 246.61 246.61 247.49 247.49 247.49 247.49 251.96 251.96 251.96 251.96 ELM IN 252.58 252.58 252.58 252.58 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.19 254.19 254.19 254. 19 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515 .00 6793.00 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793 .00 Q 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 255.34 3830.00 255.34 5195.00 260.60 261.43 262.62 258.60 262.36 263.14 264.84 259 .00 262 .50 263.26 264.95 259 .32 262.58 263.32 264.99 259.76 262.69 263.40 265.05 260.56 262.91 263.56 265 .15 261.33 263.27 263.85 265.34 262.23 263.84 264.32 265.70 263.15 264.50 264.89 266. 15 CWSE L 263.80 265.05 265 .38 266.55 263.85 265.05 265.38 266.52 264.05 265.24 265.54 266.65 264.25 265.52 265.85 267.02 264.20 265.45 265.76 266 .92 263 .66 264.59 264 .78 265 .59 264.12 266.67 .00 .00 .00 255.37 256.09 256.12 256.79 252.71 256.06 256.30 257 . 16 256.48 257.00 257.11 257.52 257.49 258.44 258.50 259.14 257.53 258.25 258.36 258.99 258.01 258.57 258.76 259.40 259.26 259.84 259.87 260.47 260.51 261.13 261.17 261.53 CRIWS 259.47 260. 10 260.23 260.77 258.82 259.70 259.86 260.64 258.16 258.96 259.19 259.87 256 .63 257.05 257 .18 257.54 257.66 258.41 258.63 259 .27 260.53 261.97 262.39 263.63 .00 .00 261. 98 262.77 264.36 258.81 262.45 263.22 264.92 259.11 262.53 263.29 264.97 259.46 262.62 263.36 265.02 260.08 262.78 263.47 265.10 260.77 263.02 263.66 265.22 261.54 263.43 263.98 265.46 262 .42 264.01 264.47 265.84 263.36 264.70 265.08 266.31 EG 263.89 265 .13 265.46 266.62 264.11 265.37 265.69 266.85 264 .25 265.52 265.84 267.01 264.28 265.57 265.89 267.07 264.35 265.66 266.00 267. 19 265. 10 266.79 267.27 268.85 265.79 268.52 5.54 5.13 6.21 16.14 5.38 4 .44 3.86 8.64 2.12 1.66 1.28 15.60 4.27 3.20 2.24 36.93 9.39 6.80 4.31 30 .5 6 13.39 10.37 6 .92 28.50 17.04 13.86 10.12 27.35 19.27 16.59 13.22 31.82 24.57 21.66 17.07 10*KS 12.38 10.33 9.38 7.68 3.36 3.61 3.48 3.42 2.24 2.73 2.91 3.14 .30 .35 .37 .40 1.50 1.81 1.92 2.05 69.70 97.74 108.87 133.90 9.65 8.48 9 .43 9.31 10.57 557.90 2236.05 592.62 2433 .76 642. 75 2725. 04 4 .85 1310.09 982.87 3 .37 2473.95 2268.25 3 .16 2740.67 2617.98 3.15 3318.76 3456.92 3.58 2082.66 1343 .46 2.08 4416.48 3612.23 1.90 4973.46 4274.28 1.78 6447.81 6007.25 4.02 2.53 2.26 2.04 5.86 3.53 3.12 2.68 4.64 3.66 3.36 3.01 4.43 3.96 3. 71 3.47 4.42 4 .19 4.01 3.89 4.84 4.68 4.51 4 .31 VCH 3.12 3 .14 3.06 2.99 4.89 5.47 5.48 5.79 4.06 4.83 5.07 5.60 1610.14 999.78 3575.24 2544.56 4188.62 3083.44 5611.76 4542.13 1109.63 649.79 2653.99 1716.53 3163 .33 2115. 17 4405.14 3271.72 1179.64 714.34 2157.81 1437.62 2511.86 1712.22 3460.20 2583.24 1159.04 739.69 1808.51 1274.64 2063.99 1481.26 2787.95 2135.08 1216.56 755.07 1714.31 1198.46 1877.41 1353.96 2409.00 1868.44 1164.29 700.05 1620.03 1061.27 1766.20 1184.97 2282.49 1644.08 PAGE 16 AREA .01K 1819.29 1122.31 2472.67 1637.24 2671.45 1800.44 3427 .56 2452.01 1273.37 2155.67 1656.57 2768.98 1774.92 2954.63 2231 .36 3670.97 1208.99 2557.13 1402.09 3145.49 1451.35 3300.06 1646 .89 3916.73 1.51 2842.64 7038.64 1.79 3312.48 8734.65 1.87 3439.51 9197.65 2.06 3909.94 10969.99 3.38 1357.97 3126.80 4.01 1592 .26 3858.79 4 .20 1661.39 4061.22 4.61 1922.05 4852 .52 9.63 11 .90 12.66 14 .50 10.38 10.92 397 .75 436.72 444.81 478.75 458.76 525.48 539.59 599.76 368.98 1232.91 475.84 1783.65 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 116.200 116.200 116. 700 116. 700 116.700 116.700 119.200 119.200 119.20 0 119. 200 124 .000 124.000 124.000 124.000 10SEP99 SECNO 126.000 126.000 126.000 126.000 130.900 130.900 130.900 130.900 135.600 135.600 135.600 135.600 145.600 145.600 145.600 145.600 156.400 156.400 156.400 156.400 160.200 160.200 160.200 160.200 163.000 163.000 163.000 163.000 171.800 171.800 171.800 171.800 175 .300 175 .300 175.300 175.300 179.400 179.400 179.400 179.400 10SEP99 SECNO 180.400 180.400 230.00 230.00 50.00 50.00 50.00 50.00 250.00 250.00 250.00 250.00 565.00 565.00 565.00 565.00 11:05:49 XLCH 300.00 300.00 300.00 300.00 750.00 750.00 750. 00 750.00 835.00 835.00 835.00 835.00 550.00 550.00 550.00 550.00 1080.00 1080.00 1080.00 1080.00 380.00 380.00 380.00 380.00 280.00 280.00 280.00 280.00 850.00 850.00 850.00 850.00 350.00 350.00 350.00 350.00 410.00 410.00 410.00 410.00 11 :05:49 XLCH 100.00 100.00 269.04 269.04 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 265.34 265.34 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,.oo .00 255.34 255.34 255.34 255.34 255.34 255.34 256. 12 256. 12 256. 12 256.12 256.42 256.42 256.42 256.42 ELM IN 256.00 256.00 256.00 256.00 258.00 258.00 258.00 258.00 263.14 263 .14 263.14 263. 14 265.95 265.95 265.95 265.95 267.52 267.52 267.52 267.52 266.79 266.79 266.79 266.79 268.98 268.98 268.98 268.98 271.00 271.00 271.00 271.00 .00 270. 72 .00 270.72 .00 270.72 .00 270.72 .00 .00 .00 .00 ELLC 273.16 273.16 273.16 273.16 ELM IN 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3711. 00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 Q 3711 .00 5132.00 5763.00 7075.00 3711 .00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 2837. 00 3954.00 4444.00 5541.00 2837.00 3954.00 4444.00 5541.00 2980.00 4109.00 4564.00 5519.00 2980.00 4109.00 4564.00 5519.00 2591.00 3571.00 3969.00 4800.00 2591.00 3571.00 3969.00 4800.00 2575.00 3520.00 3900.00 4740.00 Q .00 .00 273.01 2575.00 273.01 3520.00 267 .37 267.90 265.85 268.66 269.48 271.00 266.59 269.19 269.97 271.47 268.26 269.64 270.32 271.71 CWSEL 270.67 271.75 272.20 273. 16 271.88 272.92 273.34 274. 18 272.95 273.90 274. 29 275.05 274.49 275.28 275 .59 276.51 278.04 278.90 279.21 279.77 278.76 279.70 280.05 280.69 279.43 280.41 280.76 281 .41 282.50 283.41 283. 73 284.31 284.71 285.88 286.27 286.97 285.68 286.81 287.19 287.89 CWSEL 285.96 287.09 .00 .00 260.88 261.99 262.30 263.15 264.39 264.80 265.06 265.42 268.26 269.37 269.67 270.49 CRIWS 266.77 267.88 268.27 268.88 267.26 268.85 269.32 270. 14 269.73 270.13 270.30 270.61 273.60 274.30 274.48 274.89 274.61 275.45 275.64 276.36 275.28 275.98 276.34 276.73 276.72 277.23 277.44 277.80 280.49 281. 72 282.35 283.34 280.16 281.52 282.07 282.79 281.01 282.18 282.55 283.34 CRIWS 278.96 280.31 269.30 270.59 266.25 269.02 269.82 271.35 266.73 269.26 270.04 271.54 269.99 271 .15 271.64 272.73 EG 270.82 271.92 272.37 273.33 272.05 273.09 273.50 274.34 272.99 273.96 274.34 275 .11 274.89 275.63 275.92 276.75 278.19 279. 10 279.42 280.03 278.89 279.86 280.21 280.87 279.54 280.52 280.88 281.54 283.44 284.60 284.98 285.66 284.90 286.07 286.46 287. 17 285.94 287.08 287.47 288. 19 EG 286.59 287.76 8.38 11.27 22.32 14.05 12.55 11.36 15.41 6.27 5.46 4.41 151.00 117. 22 98.02 68.69 10*KS 13.08 13. 11 12.91 11 .66 25.40 25.36 25.00 23.24 12. 71 12.20 12.10 11.69 117 .86 98.98 90.36 59.24 24.14 28.17 29.93 34.34 21.37 22.96 23.35 24.02 22.67 21.94 21. 71 21.51 131.99 152.89 158.88 166.01 23.57 22.68 22.54 22.63 28.01 28.03 28.00 28.83 10*KS 75.53 84.06 11.14 13.15 5.07 4.90 4.86 5.01 4.35 3.31 3.23 3.15 11.21 11 . 13 10.72 9.86 VCH 3.70 4.03 4.13 4.18 3.83 4.00 4.04 4.04 2.33 2.51 2.59 2.72 6.79 6.75 6.64 5.84 3. 73 4.32 4.56 5.09 3.75 4.16 4.30 4.55 3.64 3.87 3.95 4.11 8.50 9.82 10.25 10.91 4.19 4.43 4.52 4. 71 4.46 4.82 4.94 5.23 VCH 6.35 6.99 505.46 1944.32 527.73 2067.11 781.14 810.76 1202.87 1385 .87 1351.52 1589.33 1834.02 2059.19 1586.84 945.20 2744.26 2049.42 3113.62 2466.21 3846.30 3368.53 433.88 666.09 799.74 1105.34 PAGE 17 AREA 302.00 474.01 582.08 853.66 .01K 1451 .31 1026.00 1929.59 1417.57 2146.31 1603.72 2631.88 2072.12 1361.50 736.29 1887.25 1019.11 2104.60 1152.52 2569.91 1467.62 2311.16 1041.11 2912.82 1469.18 3153.10 1656.70 3645.87 2068.94 715.62 1047.63 1198.26 1690.64 1045.13 1275 .47 1368.60 1552.61 261.32 397.43 467.51 719.90 577.37 745.02 812.32 945.62 1196.97 644.61 1507.00 857.56 1629.20 944.44 1871.20 1126.03 1316. 79 625 .88 1693.38 877.23 1837.96 979.52 2123.69 1189.90 386.93 501.33 550.64 654.35 225.52 288.80 314.88 372.54 933.05 533. 71 1281.69 749. 79 1415.91 836.08 1674.35 1009.05 782.06 1068.90 1175 .42 1378.47 PAGE 18 AREA 486.55 664.90 736.97 882.84 .01K 405.31 296.28 757.67 383.92 * 180.400 100.00 .00 .00 273. 01 3900.00 28 7 .49 280.82 288.07 77.00 6.82 940.54 444.46 * 180.400 100.00 .00 .00 273. 01 4740.00 288.23 286.30 288.68 64.65 6.46 1310.84 589.49 * 181.120 112.00 286.60 283 .01 273.01 2575.00 286.53 .00 287.10 2.65 6.05 541.24 1581.94 * 181.120 112.00 286.60 283 .01 273. 01 3520.00 286.76 .00 287.76 4.61 8.06 628.86 1639.73 * 181.120 112.00 286.60 283.0 1 273. 01 3900.00 286.89 .00 288 .07 5 .43 8.80 679.30 1673.92 * 181.120 112.00 286.60 283 .01 273.01 4740.00 286.98 .00 288.68 7.81 10.59 712.70 1696.60 * 182.400 100.00 .00 .00 273.80 2575.00 286.95 281.44 287.24 21.90 4.39 613.54 550.29 * 182.400 100.00 .00 .00 273.80 3520.00 287.54 282.60 287.98 29.83 5.42 716.25 644.52 * 182.400 100 .00 .00 .00 273.80 3900.00 287.84 283.03 288.33 31.16 5.69 778.23 698.62 * 182.400 100.00 .00 .00 273.80 4740.00 288.48 283.87 288.99 31.50 6.03 1052.64 844.59 * 185.500 300.00 .00 .00 276.30 2575 .00 287.77 284.41 288.33 45.59 6.08 459.76 381 .38 185.500 300.00 .00 .00 276.30 3520.00 288.58 285.54 289.32 53.92 7. 11 562.31 479.37 185.500 300.00 .00 .00 276.30 3900.00 288.91 285.98 289.70 54.99 7.40 607.87 525.91 185.500 300.00 .00 .00 276.30 4740.00 289.54 287.00 290.45 57.90 8.01 700.33 622.93 188.000 250.00 .00 .00 276.75 2575.00 288.78 28 4 .78 289.12 23.93 4.89 646.44 526.38 * 188.000 250.00 .00 .00 276.75 3520.00 289. 78 285.99 290.14 23.22 5.24 982.36 730.51 * 188.000 250.00 .00 .00 276.75 3900.00 290. 15 286.14 290.49 21.95 5.25 1145. 27 832.47 * 188.000 250.00 .00 .00 276. 75 4740.00 290 .88 287.08 291. 17 19.25 5 .18 1479.67 1080.45 190.800 280.00 .00 .00 277.50 2560.00 289.43 286. 18 289.61 13.97 4.03 894.12 684.82 190.800 280.00 .00 .00 277.50 3464.00 290.41 286.94 290.62 14.56 4.43 1103.19 907.90 190.800 280.00 .00 .00 277.50 3855.00 290.74 287 .03 290.96 15 .11 4.62 1177.62 991.76 190.800 280.00 .00 .00 277.50 4675.00 291.37 287.62 291.62 16.14 4.98 1326.35 1163.67 * 193.500 270.00 .00 .00 278 . 10 2560.00 289.82 286.80 290.37 38.65 6.34 508 .45 411. 78 * 193.500 270.00 .00 .00 278.10 3464.00 290.79 288.17 291.44 41.04 7.07 644.71 540.74 * 193.500 270.00 .00 .00 278.10 3855.00 291. 13 288.69 291.82 42 .58 7.38 695.32 590.78 * 193.500 270.00 .00 .00 278.10 4675.00 291.77 289 .53 292.55 45.40 7.98 796.79 693.85 * 195.500 200.00 .00 .00 279.00 2560.00 290 .69 285.95 290.89 18.28 3.65 714. 15 598.77 * 195.500 200 .00 .00 .00 279.00 3464.00 29 1 . 73 286.91 291.98 18.90 4.12 914.08 796.82 * 195.500 200.00 .00 .00 279.00 3855.00 292 .10 287.27 292.38 19.21 4.29 1002.11 879.49 * 195.500 200.00 .00 .00 279.00 4675.00 292.82 287.94 293. 13 19.52 4.59 1179.41 1058.02 197.500 200.00 .00 .00 280.50 1050.00 290.94 284.44 290.98 1.88 1. 70 795.00 765.83 197.500 200.00 .00 .00 280.50 1391.00 292.03. 284.89 292.08 2.05 1.92 976.13 972.47 197.500 200.00 .00 .00 280.50 1536.00 292.43 285.07 292.48 2.12 2.01 1052.37 1055.94 197.500 200.00 .00 .00 280.50 1830.00 293. 18 285.42 293.24 2.22 2.16 1220.13 1228.21 * 199.500 200.00 .00 .00 282.00 1050.00 290.98 286.09 291.05 3.96 2.15 655.00 527.93 199.500 200.00 .00 .00 282.00 1391.00 292.08 286.55 292. 15 3.89 2.35 835.31 705.05 199.500 200.00 .00 .00 282.00 1536.00 292 .47 286. 74 292.55 3.88 2.42 906.69 779.41 199.500 200.00 .00 .00 . 282.00 1830.00 293.22 287. 10 293 .30 3.86 2.55 1051 .23 931 .66 10SEP99 11 :05 :49 PAGE 19 SEC NO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 203.500 400.00 .00 .00 286.00 1050.00 291.89 29 0 .45 292.35 56.43 6.58 265.68 139.78 203.500 400.00 .00 .00 286.00 1391.00 292.82 29 1 .07 293.28 48.39 6.81 357.52 199.96 203.500 400.00 .00 .00 286.00 1536.00 293.17 29 1 .30 293.64 46.17 6.91 395. 73 226.06 * 203.500 400.00 .00 .00 286.00 1830.00 293.84 29 1. 74 294.31 42.24 7.07 474 .38 281.57 205.500 225.00 .00 .00 287.00 1050.00 292.98 291.47 293.38 47.63 6.35 277. 11 152. 15 205 .500 225.00 .00 .00 287.00 1391.00 293.78 292 .07 294.20 45.25 6.77 356.46 206.79 205.500 225.00 .00 .00 287.00 1536.00 294.09 29 2 .28 294.52 44.17 6.91 390.18 231.11 205.500 225.00 .00 .00 287.00 1830.00 294.68 292. 70 295 . 12 41.39 7.09 462.21 284.46 207.300 180.00 .00 .00 287.50 1050.00 293. 76 292.52 294.56 77.21 7.54 172.13 119 .49 207.300 180 .00 .00 .00 287.50 1391.00 294.44 293.25 295.45 84.03 8 .56 207.77 151. 74 207.300 180 .00 .00 .00 287.50 1536.00 294.69 293.53 295.79 86.70 8.96 222.01 164 .96 * 207.300 180 .00 .00 .00 287.50 1830.00 295. 17 29 4 .06 296.43 91.94 9. 71 249.39 190.85 209.800 250 .00 .00 .00 289.00 1050.00 295.96 294. 15 296.52 74.29 7.08 214.55 121.82 209.800 250.00 .00 .00 289.00 1391.00 296.93 29 4 .89 297.54 74.66 7.56 270.96 160.99 209.800 250.00 .00 .00 289.00 1536.00 29 7 .31 295 . 18 297.94 74.93 7.74 293.93 177.44 209.800 250.00 .00 .00 289.00 1830.00 298.02 295.71 298.67 74.67 8.02 340.54 211. 78 211.800 200.00 .00 .00 291.00 1050.00 297.63 29 7 .34 298.79 149.07 9.95 167 .37 86.00 211.800 200 .00 .00 .00 291.00 1391.00 298.48 298. 13 299.60 127. 13 10. 17 227.29 123.37 211.800 200.00 .00 .00 291.00 1536.00 298.84 298 .35 299.91 115.80 10.11 256. 16 142. 74 211.800 200.00 .00 .00 291.00 1830.00 299.46 298.82 300.50 104.55 10.22 308.34 178.97 212.400 60.00 .00 .00 290.96 1050.00 298.75 296.12 299.33 38.70 7.27 233.18 168 .79 * 212.400 60.00 .00 .00 290.96 1391.00 299.33 297.02 300.11 49.17 8.60 271.30 198.37 212.400 60.00 .00 .00 290.96 1536.00 299.53 297.36 300.40 54.05 9.15 285.42 208.92 ----- 212.400 60.00 .0 0 .00 290.96 1830.00 29 9 .91 298.27 300.95 62.44 10. 13 316.31 231.59 * 212.800 40.00 30 0 .60 297.46 290.96 1050.00 301.40 .00 30 1 .76 3. 76 5.74 488.20 541.20 * 212.800 40.00 300.60 297.46 290.96 1391.00 301 .72 .00 302.28 5.67 7. 19 534.05 584. 11 * 212.800 40.00 300 .60 297.46 290.96 1536.00 30 1 .82 .00 302.47 6.65 7.83 546.19 595.80 * 212.800 40.00 300.60 297.46 290.96 1830.00 30 1 .91 .00 302.80 9 .03 9. 18 559.76 609.02 * 213.000 20.00 .00 .00 292.50 1050.00 301.69 297 .82 301.84 8.96 3.46 429.55 350.79 213.000 20.00 .00 .00 292.50 1391.00 302.24 298.79 302.41 10.23 3.88 521. 78 434.88 213.000 20.00 .00 .00 292.50 1536.00 302.45 299. 19 302.63 10.67 4.04 557 .53 470. 17 213.000 20.00 .00 .00 292.50 1830.00 302.83 299.96 303.03 11.41 4.31 626.86 541. 70 215.700 270.00 .0 0 .00 294.00 1050.00 301.98 299.36 302 . 19 14. 76 4. 16 347.43 273.31 215.700 270 .00 .0 0 .00 294 .00 1391.00 30 2 .56 300.10 302.79 15.84 4.57 427.84 349.46 215 .700 27 0 .00 .00 .00 294.00 1536.00 30 2 .78 300.37 303.02 16. 17 4.72 460.07 381 .93 215. 700 270.00 .00 .00 294 .00 1830.00 30 3 . 18 300.87 303.45 16.83 5.00 521. 12 446.03 * 217.600 190.00 .00 .00 296.20 1050.00 30 2 .51 300.81 302 .99 55. 70 5.60 188. 74 140.69 * 217.600 190.00 .0 0 .00 296.20 1391.00 303. 10 301.52 303.71 61 .36 6.29 225.54 177.58 * 217 .600 190 .00 .00 .00 296.20 1536.00 303.32 30 1 .79 303.99 63.39 6.55 240.76 192. 93 * 217.600 190.00 .00 .00 296.20 1830.00 303.73 302.25 304.49 67.22 7.03 270.51 223.20 10SEP99 11 :05:49 PAGE 20 SEC NO XLCH ELT RD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 219.700 210.00 .00 .00 297.00 1050.00 30 3.59 302.25 304.23 57.93 6.54 178.41 137.95 219.700 210.00 .00 .00 297.00 1391. 00 30 4 .26 303.04 304.99 57.38 7. 15 227.67 183.64 219.700 210.00 .00 .00 297.00 1536.00 30 4 .5 1 303.33 305.26 56.70 7.34 249.63 203.99 219. 700 210.00 .00 .00 297.00 1830.00 30 4 .97 303.94 305.76 55.28 7.67 295.59 246. 14 10SEP99 11 :05 :49 PAGE 21 \JOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 SECNO Q CIJSE L DIFWS P DIFWSX DIFKWS TOPWID XLCH 26.300 394 1.00 246 .50 .00 .00 .00 73 5 .20 .00 26.300 5287 .00 24 7 .14 .64 .00 .00 76 7 .22 .00 26.300 5645.00 24 7.44 .3 0 .00 .00 78 2.00 .00 26.300 6882 .00 247.82 .38 .00 .00 80 1 .23 .00 * 37.300 39 41 .00 247.50 .00 .99 .00 549.51 1100 .00 * 37.300 5287.00 248. 19 .69 1.05 .00 59 4 .11 1100.00 37.300 5645.00 248.42 .23 .98 .00 617.43 1100.00 37.300 6882.00 248.90 .48 1 .07 .00 666.81 1100.00 .-45.600 394 1 .00 248.3 1 .00 .81 .00 380.74 830 .00 * 45.600 5287.00 249.12 .81 .93 .00 395.66 830 .00 * 45.600 5645.00 249.34 .22 .93 .00 399 .82 830.00 * 45.600 6882.00 249.92 .58 1.03 .00 410.6 1 830.00 49.200 394 1 .00 248.96 .00 .65 .00 382.00 360.00 49.200 5287.00 249.79 .83 .67 .00 39 2 .34 36 0 .00 49.200 5645.00 250.01 .22 .66 .00 810.04 360.00 49.200 6882.00 250 .63 .62 .70 .DO 81 4 .65 360.00 55.000 3941.00 250. 17 .00 1.21 .00 756.04 580.00 * 55.000 5287.00 250 .93 .76 1.15 .00 782 .66 580.00 * 55.000 5645.00 25 1 . 13 .20 1. 12 .00 789.50 580.00 * 55.000 6882.00 25 1 .69 .5 7 1.07 .00 809.29 580.00 61.000 3949.00 250.8 1 .OD .64 .00 595.08 600.00 61 .000 5261.00 251 .52 .71 .58 .00 669.3 1 600.00 61 .000 55 15.00 25 1 .69 .17 .56 .00 687.65 600.00 61 .000 6793.00 252.24 .5 5 .55 .00 730.90 600.00 * 69.000 3949.00 253.20 .00 2.38 .DO 86.63 800.00 * 69.000 5261 .00 253.94 . 74 2.42 .00 92 .78 800.00 * 69.000 55 15.00 254.06 . 12 2.36 .00 93.51 800.00 * 69.000 6793.00 254.62 .57 2.38 .00 95.41 800.00 70.000 39 49.00 254 .69 .00 1.50 .00 42 .00 100.00 70.000 5261.00 255 .69 1.00 1. 75 .00 42.00 100.00 70 .000 55 15 .00 255 .86 .17 1.80 .00 42.00 100.00 70.000 6793.00 256.63 .77 2.00 .00 42.00 100.00 * 73. 700 3949.00 256.67 .00 1.98 .00 42.00 370.00 * 73. 700 5261.00 260.60 3.93 4.91 .00 42.00 370.00 * 73. 700 5515.00 261.43 .83 5 .57 .00 42.00 370.00 * 73.700 6793.00 262.62 1. 19 6.00 .00 42.00 370.00 ' 10SEP99 11:05:49 PAGE 22 SECNO Q C\.JSEL OI F\.JS P DI F\.JSX DI FK\.JS TOP\.JID XLC H 75. 100 3949.00 258.60 .00 1.93 .00 256.57 140.00 75. 100 5261.00 262.36 3.75 1. 75 .00 340.00 140.00 75. 100 5515.00 263.14 .78 1. 71 .00 340.00 140.00 75. 100 6793.00 264.84 1. 70 2.22 .00 340.00 140.00 77.700 3949.00 259.00 .00 .39 .00 627.31 260.00 * 77.700 5261.00 262.50 3.50 .14 .00 708.44 260.00 * 77.700 5515.00 263.26 .76 . 12 .00 742.61 260.00 * 77.700 6793.00 264.95 1 .69 . 11 .00 907.00 260.00 80.800 3949.00 259.32 .00 .32 .00 409.21 310.00 80.800 5261.00 262.58 3.26 .08 .00 802.92 310 .00 80.800 5515.00 263.32 .74 .06 .00 845.45 310.00 80.800 6793.00 264.99 1 .67 .04 .00 850.00 310.00 * 83.600 3949.00 259.76 .00 .44 .00 359.57 280.00 * 83.600 5261.00 262 .69 2.93 . 11 .00 682.87 280.00 * 83.600 5515.00 263.40 . 71 .08 .00 742.06 280.00 83.600 6793.00 265.05 1.65 .05 .00 760.00 280.00 85.550 3949.00 260.56 .00 .80 .00 332.50 195.00 85.550 5261.00 262.91 2.35 .22 .00 510.97 195.00 85.550 5515.00 263.56 .66 .16 .00 567.93 195.00 85.550 6793.00 265. 15 1.59 .10 .00 625.31 195.00 88.150 3949.00 261.33 .00 .77 .00 27 1 .54 260.00 88.150 5261. 00 263.27 1.94 .37 .00 419 .39 260.00 88. 150 5515.00 263 .85 .58 .29 .00 458.59 260.00 88. 150 6793 .00 265.34 1.49 .19 .00 509.98 260.00 91.900 3949.00 262.23 .00 .90 .00 286.22 375.00 91.900 5261.00 263.84 1.61 .57 .00 330.60 375.00 91.900 5515.00 26 4.3 2 .48 .47 .00 351.01 375.00 91.900 6793.00 265.70 1.38 .35 .00 419.96 375.00 95.000 3949.00 263. 15 .00 .92 .00 306.15 310.00 95.000 5261.00 264.50 1.36 .66 .00 365.26 310.00 95.000 5515.00 264.89 .39 .57 .00 383.37 310 .00 95.000 6793.00 266.15 1. 25 .45 .00 436. 74 310.00 * 98.550 3949.00 263.80 .00 .66 .00 477.77 355.00 *-98.550 5261.00 265.05 1.24 .54 .00 576.18 355.00 * 98.550 5515.00 265.38 .34 .49 .00 603.43 355.00 * 98.550 6793.00 266.55 1. 17 .40 .00 68 6 .68 355.00 * 103.000 3949.00 263.85 .00 .04 .00 282.03 445.00 * 103.000 5261.00 265.05 1.21 .01 .00 351.93 445.00 * 103.000 5515.00 265.38 .33 .00 .00 370.68 445.00 * 103 .000 6793.00 266.52 1. 14 -.03 .00 425.36 445.00 10SEP99 11:05:49 PAGE 23 SECNO Q C\.JSEL DI F\.JSP DIF\.ISX DI FK\.IS TOP\.llD XLCH 108.100 3830.00 264.05 .00 .20 .00 157.58 510.00 108.100 5195.00 265.24 1.20 .19 .00 165 .49 510.00 108.100 5630.00 265.54 .30 .16 .00 167 .45 510 .00 108.100 6940.00 266.65 1 .11 .13 .00 191.93 510.00 * 112.000 3830.00 264.25 .00 .20 .00 344 .91 390.00 * 112.000 5195.00 265.52 1.27 .28 .00 390.72 390 .00 * 112.000 5630.00 265.85 .32 .31 .00 394.88 390.00 * 112.000 6940.00 267.02 1.17 .37 .00 410.81 390.00 * 112.900 3830.00 264.20 .00 -.05 .00 169. 73 90.00 * 112. 900 5195.00 265.45 1.25 -.08 .00 217.06 90.00 * 112.900 5630.00 265.76 .32 -.08 .00 220.51 90.00 * 112.900 6940.00 266.92 1. 15 -.10 .00 231.20 90.00 * 113.900 3830.00 263.66 .00 -.54 .00 42 .00 100.00 * 113.900 5195.00 264.59 .93 -.86 .00 42.00 100.00 * 113.900 5630.00 264.78 .19 -.98 .00 42.00 100.00 * 113.900 6940.00 265.59 .81 -1.33 .00 42.00 100.00 * 116.200 3830.00 264.12 .00 .46 .00 42.00 230.00 * 116.200 5195 .00 266.67 2.55 2.08 .DO 42.00 230.00 * 116.200 5630.00 267.37 .71 2.59 .00 42.00 230.00 * 116.200 6940.00 267.90 .53 2.32 .00 42.00 230.00 * 116.700 3830.00 265.85 .00 1. 73 .00 124.97 50.00 116.700 5195 .00 268.66 2.81 2.00 .00 175 .02 50.00 116.700 5630.00 269.48 .82 2. 11 .00 189 .54 50.00 116.700 6940.00 271. 00 1.52 3.10 .00 461.39 50.00 119 .200 3711.00 266.59 .00 . 74 .00 415.42 250.00 * 119.200 5132.00 269.19 2.60 .53 .00 467.71 250.00 * 119.200 5763.00 269.97 .78 .49 .00 478.64 250.00 * 119.200 7075.00 271.47 1. 50 .47 .00 499.63 250.00 * 124.000 3711.00 268.26 .00 1.67 .00 149. 10 565.00 * 124.000 5132.00 269.64 1.38 .45 .00 187.09 565.00 * 124.000 5763.00 270.32 .68 .35 .00 204.38 565.00 * 124.000 7075.00 271.71 1.39 .24 .00 236.28 565.00 * 126.000 3711.00 270.67 .00 2.41 .00 401.55 300.00 * 126.000 5132.00 271.75 1.08 2. 11 .00 481.70 300.00 * 126.000 5763.00 272.20 .45 1.88 .00 500.67 300.00 * 126.000 7075.00 273.16 .96 1.45 .00 504.05 300.00 130.900 3711.00 271.88 .00 1. 21 .OD 394.97 75D.OD 130.900 5132.00 272.92 1.04 1.17 .00 525.65 750.00 130.900 5763.00 273.34 .4 1 1.14 .00 536.9D 750.00 130.900 7075.00 274.18 .84 1.02 .00 597.80 750.00 10SEP99 11 :05:49 PAGE 24 SECNO Q C\.ISEL DI F\.ISP DIF\.ISX DI FK\.IS TOP\.IID XLCH * 135.600 3711.00 272.95 .DO 1.07 .00 622 .48 835.00 * 135.600 5132. 00 273.90 .96 .98 .00 636. 11 835.0D * 135.6DO 5763.00 274.29 .38 .95 .DO 640.77 835.00 * 135.600 7075.00 275.05 .76 .87 .00 649.75 835.00 * 145.600 2837.00 274.49 .00 1.55 .00 370.60 550.00 * 145.600 3954.00 275.28 .78 1.38 .00 464.77 550.00 * 145.600 4444.00 275. 59 .32 1.31 .00 490.47 550.00 * 145.600 5541.00 276.51 .92 1.47 .DO 566.41 55D.OO * 156.400 2837.00 278.04 .00 3.55 .00 244.09 108D.OO .; 156.400 3954.00 278.90 .86 3.63 .DO 292.69 1080.00 * 156.400 4444.00 279.21 .3 1 3.62 .00 310.18 1080.00 156.4 00 5541.00 279.77 .56 3.26 .00 342.13 1080.00 160.200 2980.00 278.76 .00 .71 .00 304.39 380.00 160.200 4109.00 279.70 .94 .80 .00 348.80 380.00 160.200 4564.00 280.05 .34 .83 .00 364.20 380.00 160.200 5519.00 280.69 .64 .91 .00 384.74 380.00 163.000 2980.00 279.43 .00 .67 .DO 358.21 280.00 163.000 4109.00 280.41 .97 .70 .00 406.8D 280.00 163.000 4564.00 280.76 .35 • 71 .DO 421.21 280.00 163.000 5519.00 281.41 .66 .72 .00 448.32 280.00 * 171.800 2591.00 282.50 .00 3.07 .00 104. 29 850.00 * 171.800 3571 .00 283.41 .91 3.01 .00 149.81 850.00 * 171.800 3969.00 283. 73 .31 2.97 .00 165.62 850.00 * 171.800 4800.00 284.31 .58 2.89 .00 187.67 850.00 * 175.300 2591.00 284.71 .00 2.21 .00 268.17 350.0D * 175.300 3571.00 285.88 1.16 2.46 .00 330.56 350.00 * 175.300 3969.00 286.27 .39 2.54 .00 351.64 350.00 * 175.300 4800.00 286.97 .70 2.66 .oo 380.00 350.DO 179.400 2575.00 285.68 .00 .97 .00 228.67 410.00 179.400 3520.00 286.81 1. 12 .93 .00 273.58 410.00 179.400 3900.00 287.19 .38 .92 .00 281.57 410.00 179.400 4740.00 287.89 .70 .92 .00 296.22 410.00 * 180.400 2575.00 285.96 .00 .28 .00 31.30 100.00 * 180.400 3520.00 287.09 1.13 .28 .00 425.58 100.00 * 180.400 3900.00 287.49 .40 .30 .00 466.27 100.0D * 180.400 4740.00 288.23 . 74 .34 .00 531 .91 100.00 * 181.120 2575.00 286.53 .00 .57 .00 360.69 112. 00 * 181. 120 3520.00 286.76 .23 .. 33 .00 385.01 112 .00 * 181 .120 3900.00 286.89 . 13 .. 60 .00 401.38 112.0D * 181.120 4740.00 286.98 .08 -1.26 .00 411.87 112.00 10SEP99 11:05:49 PAGE 25 SECNO Q CWSEL DIFWSP DI FWSX DIFKWS TOPWID XLCH * 182.400 2575.00 286.95 .00 .42 .00 152.86 100.00 * 182.400 3520.00 287.54 .59 .78 .00 193.52 100.0D * 182.400 3900.00 287.84 .30 .95 .00 214.37 100.00 * 182.400 4740.DD 288.48 .64 1. 51 .00 521.32 100.0D * 185.500 2575.00 287.77 .00 .83 .00 117.43 300.0D 185.500 3520.0D 288.58 .81 1.04 .00 135.03 300.00 185.500 3900.00 288.91 .33 1.07 .00 140.81 300.00 185.500 4740.00 289.54 .63 1.06 .00 151.87 300.00 188.000 2575.DO 288.78 .00 1 .01 .00 255.26 250.00 * 188.000 3520.00 289.78 1.00 1.20 .00 415.52 250.00 * 188.000 3900.00 290. 15 .37 1.24 .00 453.93 250.00 * 188 .000 4740.00 290.88 .72 1.33 .00 472.34 250.00 190.80D 2560.00 289.43 .00 .64 .00 206.31 280.00 190.800 3464.00 290.41 .98 .63 .DO 221.64 280.00 190.800 3855.00 290.74 .33 .59 .00 228.73 280.00 190.800 4675.00 291.37 .63 .50 .00 242.26 280.00 * 193.500 2560.00 289.82 .00 .39 .00 132. 73 270.00 * 193.500 3464.DO 290.79 .97 .38 .00 147.86 270.00 * 193.5DD 3855.00 291.13 .34 .39 .00 153.32 270.00 * 193.50D 4675.0D 291.77 .64 .40 .00 163. 73 270.00 * 195.500 2560.00 290.69 .00 .87 .00 161.24 200.00 * 195.500 3464.00 291. 73 1 .04 .94 .00 223.58 200.0D * 195.500 3855.00 292.10 .38 .97 .00 241.53 200.00 * 195.500 4675.00 292.82 .72 1.05 .00 252.30 200.00 197.500 1050.00 290.94 .00 .25 .00 150.91 200.00 197.500 1391.00 292.03 1.09 .31 .00 181.86 200.DO 197.500 1536.00 292.43 .40 .33 .00 203.62 200.00 197 .5 00 1830.DO 293.18 . 75 .36 .00 244.77 200.0D * 199.500 1050.00 290.98 .DO .04 .00 154.69 200.DO 199.500 1391.DO 292.D8 1.09 .04 .DO 175 . 7D 200.00 199.50D 1536.DO 292.47 .40 .04 .00 184.55 200.DO 199.500 1830.00 293.22 . 75 .04 .00 201.28 200.DO * 203.500 1050.00 291.89 .OD .9D .00 91 .10 40D.OO * 203.500 1391.DO 292.82 .93 .74 .00 106.05 400.00 * 203.500 1536.00 293.17 .35 .70 .oo 111 .68 400.00 * 203.500 1830.00 293.84 .67 .62 .00 122.46 400 .0D 205.500 1050.DD 292.98 .00 1.10 .00 93.49 225.00 2D5.500 1391.00 293.78 . 79 .96 .00 106.39 225.00 205.500 1536.00 294.09 .31 .92 .00 112. 39 225.00 205.500 1830.00 294.68 .60 .84 .00 128.82 225.00 10SEP99 11:05:49 PAGE 26 SEC NO Q CWSEL DJFWSP DIFWSX DIFKWS TOPWID XLCH 207.300 1050.00 293.76 .00 .77 .00 50.03 180.00 207.300 1391.00 294.44 .68 .66 .00 54.58 18 0.00 207.300 1536.0D 294.69 .26 .61 .00 56.29 180.00 * 207.300 1830.00 295. 17 .47 .48 .00 59.44 180.00 209.800 1050.00 295.96 .00 2.20 .00 54.48 250.00 209.800 1391.00 296.93 .97 2.49 .00 60.96 250.00 209.800 1536.00 297.31 .38 2.61 .00 63.40 250.00 209.800 1830.00 298.02 . 71 2.85 .00 68.13 250.00 211.800 1050.00 297.63 .00 1.67 .00 64.88 200.00 211.800 1391. 00 298.48 .85 1.55 .00 75.96 200.00 211.800 1536.00 298.84 .37 1.54 .00 80.57 200.00 211.800 1830.00 299.46 .62 1.45 .00 88.29 200.00 * 212.400 1050.00 298.75 .00 1. 12 .00 59.46 60.00 * 212.400 1391.00 299.33 .58 .86 .00 72.04 60.00 * 212.400 1536.00 299.53 .19 .69 .OD 76.17 60.00 212.400 1830.00 299.91 .39 .45 .DO 84.51 60.00 * 212.800 1050.00 301.40 .OD 2.65 .OD 137.60 40.00 * 212.800 1391.00 301. 72 .33 2.39 .OD 138.93 40.00 * 212.800 1536.00 301.82 .09 2.29 .OD 139.28 40.00 * 212.800 1830.00 301.91 . 10 2.00 .OD 139.67 40.00 * 213.000 1050.00 301.69 .DO .30 .OD 158.60 20.00 213.000 1391.00 302.24 .55 .51 .DO 174.30 20.00 213.000 1536.00 302.45 .21 .63 .DO 177 .85 20.00 213.000 1830.00 302.83 .38 .92 .DO 184 .55 20.00 215.700 1050.00 301.98 .OD .29 .OD 134.28 270.00 215.700 1391.00 302.56 .58 .32 .DO 144. 74 270.00 215.700 1536.00 302.78 .22 .33 .DO 148.58 270.00 215 .700 1830.00 303.18 .40 .34 .OD 155.61 270.00 * 217.600 1050.00 302.5 1 .OD .53 .DO 57.60 190.00 * 217.600 1391.00 303. 10 .59 .54 .DO 66.49 190.00 * 217.600 1536.00 303.32 .22 .55 .DO 69.84 190.00 * 217.600 1830.00 303. 73 .41 .55 .DO 75.96 190.00 219.700 1050.00 303.59 .DO 1.08 .00 66.79 210.00 219.700 1391.00 304.26 .66 1.15 .OD 83.28 210.00 219.700 1536.00 304.51 .25 1.18 .OD 91.45 210.00 219.700 1830.00 304.97 .46 1.23 .OD 106.54 210.00 10SEP99 11: 05 :49 PAGE 27 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO = 37.300 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \{ARN I NG SECNO= 55.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEP TABLE RANGE WARNING SECNO= 55.000 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73.700 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73.700 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73.700 PROF I LE= 3 HYDRAULIC JUMP D.S. WARNING SECNO= 73.700 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73.700 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 73.700 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 77.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 83.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 83.600 PROF! LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 98.550 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 98.550 PROF! LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 98.550 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 1 CON VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PR OFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 10SEP99 11 :05:49 PAGE 28 WARNING SECNO= 113.900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113. 900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACC EPTA BLE RANGE WARNING SECNO= 113.900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACC EPTA BLE RANGE WARNING SECNO= 11 3.900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 116.200 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 116.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116. 700 PROF I LE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROF! LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 124.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 124.000 PROF I LE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 124.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEP"ABLE RANGE WARNING SECNO= 124.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 4 CON VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.00D PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCfPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PRQFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.60D PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 4 CON VEYANCE CHANGE OUTSIDE ACC EPTABL E RANGE WARNING SECNO= 156.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 156.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 156.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROF! LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 175.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 175 .300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 175.300 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 175.300 PROFILE= 4 CON VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= CONV EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 10SEP99 11 :05:49 PAGE 29 WARNING SECNO= 180.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181.120 PROFILE= 1 CO NVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181. 120 PROFILE= 2 CON VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SEC NO= 181 .120 PRO FILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 181.120 PROFI LE= 4 CON VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 182.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 182.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 182.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 182.400 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 185.500 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 188.000 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 188.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 188.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 193.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 193.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 193.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 193.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 195.500 PRO FIL E= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 195.500 PRO FILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 195.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 195.500 PRO FI LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 199.500 PROF I LE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 203.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 203.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 203.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 203.500 PROFILE = 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 207.300 PROF! LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 212.400 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 212.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 212.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 212.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 212.800 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 212.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 212.800 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 213.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 217.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 217.600 PROFILE = 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 217.600 PROF ILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 217.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 10SEP99 11 :05:49 PAGE 30 Kimley-Horn and Associates , Inc. The Seitz Group (Wolf Pen Creek) G :\HYDRO\proj ects\63006027\Report\wlf_rprt.doc Th e Sei tz Gr o up Corrected Effective Model -Floodplain September, 1999 1******************************************** * HEC-2 WATER SURFACE PROFILES * * * Version 4.6.2; May 1991 * * RUN DATE 20SEP99 TIME * * * 17:20:47 * ******************************************** x x xxxxxxx xxxxx x x x x x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x xxxxxxx 20SEP99 17:20:47 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* 11-14 -95 using erv meyer's file "WOLFAMPR" as a base model and new topo from clarke & windham, secns 124.00, 126.00, x x xxxxx 130.90, 135.60, & 145.60 were revised and model rerun to determine limits at these sections. x 9-16-98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge lake. Stations 189.00 -223.20 Modified to match FIS. Appears to be +/-450 ft. added into the NDM stationing At about Station 186.00 Revised 9/1/99 by KHA to remove fill in left bank at 160.20 and 163.00 CMPJ KH This revision was referenced in wolf2r 10/22/98 but not implemented Revised 01/12/99 to correct channel reach length at 124.00-145.60 Revised 09/01/99 for updated topo at sections 171.8-180.40 (MPJ KHA) Added sections 166.1, 173.3 & 176.5 per updated topo 09/01/99 (MPJ KHA) T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES REVISED 10/99 T2 CORRECTED EFFECTIVE MODEL T3 WOLF PEN CREEK PARK EXISTING CONDITION MULITI PROFILE, FILE:WLF CE Revised 10/22/98 to remove fill in left bank at 160.20 and 163.00 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS 0 2 0 0 .001977 0 0 Q J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW 0 -1 0 0 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 0 0 JS LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 J6 IHLEQ !COPY SUBDIV STRTDS RMI LE 20SEP99 17:20:47 xxxxx x x x xxxxx x x xxxxxxx *************************************** * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITED * DAVIS, CALIFORNIA 95616·4687 * (916) 756-1104 * * * * * *************************************** PAGE THIS RUN EXECUTED 20SEP99 17:20:47 WSEL FQ 0 0 CHNIM !TRACE 0 0 PAGE 2 QT 4 3941 5287 5645 6882 NC 0.09 .075 0.06 0.1 0.3 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE X1 26.30 17 1153 1185 0 0 0 GR 250.0 1000 248.0 1030 246.0 1070 244.0 1100 242.0 1145 GR 240.0 1153 236.0 1156 235.0 1158 235.0 1168 236.0 1173 GR 238.0 1180 240.0 1185 242.0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 X1 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 1325 242.0 1535 GR 240.0 1545 238.0 1550 237.0 1553 238.0 1562 240.0 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1780 GR 260.0 1900 X1 45.60 16 1302 1335 700 500 830 GR 250.0 650 250.0 1018 248.0 1030 246.0 1060 244.0 1285 GR 242.0 1297 240.0 1302 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246.0 1380 250.0 1430 252.0 1460 254.0 1500 GR 256.0 1555 X1 49.20 17 1305 1335 150 300 360 GR 250.0 600 250.0 1015 246.0 1045 246.0 1260 244.0 1300 GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238.0 1320 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 .060 X1 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252.0 1050 250.0 1085 248.0 1200 248.0 1425 GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248.0 1795 250.0 1835 252.0 1870 QT 4 3949 5261 5515 6793 X1 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252.0 1060 250.0 1240 248.0 1280 246.0 1630 GR 240.0 1650 246.0 1670 248.0 1740 250.0 1750 254.0 1810 GR 256.0 1860 NC .065 .065 .060 .3 .5 X1 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266.0 1100 264.0 1300 262.0 1560 260.0 1675 GR 258.0 1790 256.0 1940 250.0 1960 248.0 1968 246.0 1990 GR 245.0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260.0 2430 260.0 2560 260.0 2665 266.0 2850 STATE HIGHWAY 6 WEST LANE, U/S IS MOST RESTRICTIVE (4-10 1 X 8 1 ) W'X H' 20SEP99 17:20:47 PAGE 3 ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE X1 70.00 12 1700 1742 100 100 100 GR 270.0 1000 268.0 1095 266.0 1190 264.0 1450 263.85 1700 GR 246. 11 1700 246. 11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 2870 NC .015 SB 1.25 1.5 2.9 0 42 2 320 0 247.32 246.11 X1 73.70 370 370 370 1. 21 X2 1 255.32 263.85 BT 10 1000 270.0 0 1095 268.0 0 1190 266.0 0 BT 1450 264.0 0 1700 263.85 0 1742 263.85 0 2600 BT 264.0 0 2695 266.0 0 2780 268. 0 0 2870 270.0 BT 0 NC .070 .070 .060 SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE X1 75. 10 18 1600 1630 100 150 140 GR 270.0 1000 270.0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258.0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 GR 254.0 1765 270.0 1765 270.0 2260 NC . 1 .3 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 77.70 22 1529 1570 190 310 260 GR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257.63 1287 GR 258.00 1299 256.00 1349 254.70 1449 254.50 1503 252.50 1529 GR 246.30 1534 243.25 1549 246.61 1564 254.01 1570 257. 71 1623 GR 257.35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 GR 263.34 1907 270.0 1907 NC .075 .075 .065 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 80.80 15 1315 1355 320 230 310 GR 270.00 1000 263.4 1000 262.0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 GR 256.0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256. 0 1285 GR 254.0 1360 246.37 1370 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 270.0 1760 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258.0 1290 256.0 1315 254.0 1410 GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 1 20SEP99 17:20:47 PAGE 4 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 88.15 12 1400 1445 280 230 260 GR 270.00 1000 263.6 1140 262.0 1270 260.0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254.0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 SECTION CUTOFF AT SEARS SERVICE CENTER X1 91.90 14 1660 1705 450 200 375 GR 270.00 1470 266.0 1470 264.0 1540 262.0 1565 260.0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 1780 260.0 1815 270.0 1965 SECTION CUTOFF AT SEARS SERVICE CENTER X1 95.00 16 1181 1211 170 350 310 GR 266.01 1000 264.56 1057 263. 16 1107 262.36 1157 262.36 1181 GR 253.06 1190 251.96 1207 256.94 1211 257.94 1257 259.44 1357 GR 259.84 1389 268.82 1457 270.32 1507 277.65 1607 282.35 1699 GR 280.36 1780 X1 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1420 260.0 1500 GR 258.0 1595 256.0 1620 254.0 1670 252.58 1675 260.0 1695 GR 262.0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512.5 .025 1567.5 .045 1675 X1 103.00 14 1512.5 1567.5 150 600 445 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1450 259.0 1480 GR 256.0 1490 255.0 1512.5 254.0 1512.5 254.00 1540 254.0 1567.5 GR 255.0 1567.5 256.0 1582 258.0 1588 270.0 1675 QT 4 3830 5195 5630 6940 AMPHITHEATER DAM NH 4 .045 1296 .025 1374 .045 1408 .075 1584 X1 108.10 14 1310 1374 500 220 510 GR 274.0 1140 267.0 1233 257.0 1278 255.0 1296 255.0 1310 GR 254.0 1310 254.0 1342 254.0 1374 255.0 1374 255.15 1385 GR 266.0 1408 268.0 1465 269.0 1510 270.0 1584 NC .065 .065 LAKE MODIFIED TO REFLECT SILT NH 4 .075 1130 .045 1374 .025 1634 .045 1755 X1 112.00 16 1486 1634 360 320 390 GR 272.0 1000 270.0 1130 267.0 1318 265.0 1330 265.0 1345 GR 256.00 1374 255.00 1486 254.00 1486 254.0 1560 254.0 1634 GR 255.0 1634 256. 1645 263. 1672 264.0 1685 265.0 1714 GR 271.0 1755 NC .3 .5 LAKE MODIFIED TO REFLECT SILT NH 4 .045 1464 .025 1565 .045 1760 .075 1820 1 20SEP99 17:20:47 PAGE 5 100 1 D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECT ION r ,, 112.90 1S 1473 1S6S 100 2SO 90 ] ~: 272.0 1000 267.0 1432 2S6.0 1464 2SS.O 1473 2S4.0 1473 2S4.0 1S40 2S4.0 1S6S 2SS.O 1S6S 2S6.0 1S78 26S.O 1613 I GR 26S.O 16SO 266.0 16S8 269.7 1680 269.7 1760 272.0 1820 0/S FACE BOX CULVERTS AT HOLLEMAN ANO DARTMOUTH INTERSECTION ,1 :: 113.90 12 1418 1460 100 100 100 271.21 1000 270.4 1140 269.86 1240 269.32 1340 269.04 1418 GR 254. 19 1418 254. 19 1460 269.04 1460 270.11 1SOO 271.00 1600 GR 271.49 1700 272. 12 1800 -, NC .01S '1 SB 1.2S 1.SO 2.9 0 42 2 400 0 2SS.34 2S4.19 X1 116.20 230 230 230 1.1S X2 1 26S.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269.86 0 BT 1340 269.32 0 1418 269.04 0 1460 269.04 0 1SOO '-1 BT 270.11 0 1600 271.00 0 1700 271.49 0 1800 272.12 BT 0 NC .07S .07S .05S '1 X1 116. 70 15 1495 1S87 50 so so GR 272.06 1000 271.48 1100 270.94 1200 270.4 1300 269.86 138S GR 269.68 1445 264.0 149S 2SS.34 1S20 2SS.34 1562 264.0 1S87 GR 271.0 1650 271.24 17SO 271.87 1850 272.S 19SO 272.82 20SO I QT 4 3711 5132 5763 707S NC . 1 .3 1 X1 119.20 9 1300 1337 250 2SO 2SO GR 271.48 1000 264.0 1030 262.0 1290 260.0 1300 2S6. 12 1310 GR 260.0 1337 264.0 1380 268.0 1465 272.S 1510 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 124.00 22 1070 1111 S80 300 S65 GR 272 1000 270 1003 268 1007 266 1010 264 1014 GR 266 1018 268 1070 266 1073 264 107S 262 1077 GR 260 1080 2S8 1083 2S6.42 1087 2S8 1091 260 1097 GR 262 1103 264 1106 266 1111 268 1149 270 1200 GR 272 1243 272 1314 SECTION UPDATED USING LATEST TOPO-NOV 6, 199S X1 126.00 22 1161 1244 240 180 300 GR 276 1000 274 100S 272 1012 270 1028 268 10S9 GR 266 1133 266 1161 264 1177 264 1190 262 1221 GR 260 122S 2S8 1226 256 1232 2S8 1237 268 1244 GR 268 1257 268 1273 266 128S 268 1320 270 1341 GR 270 1380 272 1S12 1 20SEP99 17:20:47 PAGE 6 f NC .090 .090 .07S SECTION UPDATED USING LATEST TOPO-NOV 6, 199S X1 130.90 21 1010 1099 soo 370 7SO GR 276 1000 274 1010 272 1020 270 1029 268 1033 GR 266 1049 264 10S6 2S8 106S 2S8 1082 264 1090 GR 266 1099 268 1149 268 1162 270 126S 272 1425 GR 272 148S 272 1S20 274 1S6S 274 1S93 276 1748 GR 278 1823 SECTION UPDATED USING LATEST TOPO-NOV 6, 199S erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPOATEO 11 -6-9S X1 135.60 24 1860 1920 340 300 835 GR 277.S 1000 278 1184 276 1294 272 1321 270 1S1S GR 270 1S40 268 1SSO 268 1763 270 1848 270 1860 GR 268 187S 266 1880 263.14 189S 264 1900 266 190S GR 268 1910 270 1920 272 1930 274 194S 276 19SS GR 278 1975 280 203S 282 2200 284 2290 QT 4 2837 39S4 4444 5S41 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPOATEO 11-6-95 X1 14S.60 16 1610 1636 410 4SO 550 GR 280 1090 278 1127 27S 1328 273 1S80 272 1610 GR 265.9S 1624 26S.9S 1624 266 1627 268 1630 270 1636 GR 272 1725 274 17S6 276 178S 278 1814 280 1844 GR 280 1894 SECTION CUTOFF AT XMAS STORE X1 156.40 13 1135 1190 520 600 1080 GR 283.24 1120 283.24 1120 283.24 1120 274.0 1135 272.0 1145 GR 270.0 1150 267.52 1155 270.0 1175 272.0 1190 274.0 1260 GR 276.0 1330 278.0 1370 280.0 1480 QT 4 2980 4109 4564 5519 SECTION REVISION IMPLEMENTED 9/1/99 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 160.20 15 1360 1400 250 220 380 GR 282.0 1000 280.0 1065 278.0 1080 276.0 1130 276.0 1240 GR 274.0 1290 272.0 1360 270.0 1365 266.79 1375 270.0 1385 GR 274.0 1400 276.0 1420 278.0 1470 280.0 1555 282.0 1610 SECTION REVISION IMPLEMENTED 9/1/99 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 163.00 14 1460 1492 350 240 280 GR 284.0 1230 280.0 1230 280.0 1245 278.0 1300 276.0 1460 GR 270.0 1475 268.98 1480 270.0 1485 272.0 1492 274.0 1515 GR 276.0 1600 278.0 1665 280.0 1690 284.0 1745 Section 166.10 Added 09/01/99 BY KHA per updated topo 20SEP99 17:20:47 PAGE 7 X1 166.10 19 1432 1472 200 200 280 GR 288 508 286 799 284 1043 282 1078 280 1098 GR 278 1310 276 1429 274 1432 272 1440 271.0 1456 GR 272 1471 274 1472 276 1474 278 1476 280 1508 GR 282 1523 284 1568 286 1584 288 1618 QT 4 2591 3571 3969 4800 Section 171.80 Revised 09/01/99 BY KHA per updated topo SECTION CUTOFF AT CAR WASH X1 171.80 18 1383 1413 200 280 570 GR 286.0 1005 284 1090 282 1260 280 1292 278 1344 GR 276 1383 274 1389 272 1395 271.4 1400 272 1405 GR 274 1407 276 1413 278 1422 280 1431 282 1441 GR 284 1531 286 1621 288 1686 Section 173.30 Added 09/01/99 BY KHA per updated topo X1 173.30 21 1355 1386 120 250 140 GR 290 548 288 693 288 905 286 960 286 1066 GR 284 1210 282 1297 280 1324 278 1344 276 1355 GR 274 1359 272 1364 271.5 1370 272 1375 274 1381 GR 276 1386 278 1393 280 1404 282 1434 284 1592 GR 286 1637 288 1687 Section 175.30 Revised 09/01/99 BY KHA per updated topo X1 175.30 21 1307 1343 210 170 210 GR 290 559 288 839 286 1109 284 1189 282 1213 GR 280 1287 278 1307 276 1317 274 1321 272 1325 GR 271.7 1330 272.0 1334 274 1337 276 1340 278 1343 GR 280 1346 282.0 1351 284 1395 284 1506 286 1536 GR 288 1581 QT 4 2575 3520 3900 4740 Section 176.50 Added 09/01/99 BY KHA per updated topo X1 176.50 17 1175 1234 90 150 145 GR 290 470 288 622 286 1033 284 1113 282 1143 GR 280 1175 278 1185 276 1195 274 1201 273.2 1206 GR 274 1212 276 1218 278 1225 280 1234 282 1264 GR 284 1374 286 1445 Section 179.40 Revised 09/01/99 BY KHA per updated topo NC .090 .090 .075 .3 .5 100' D/S OF BOX CULVERT ON TEXAS AVENUE X1 179.40 19 1086 1162 220 260 265 GR 290 706 288.9 766 288.0 856 286.0 1026 284.0 1079 GR 282 1086 280.0 1095 278 1109 276 1118 274 1124 GR 273.5 1130 274 1135 276 1139 278 1144 280 1156 GR 282 1162 284.0 1172 286 1497 288 1501 1 20SEP99 17:20:47 PAGE 8 D/S FACE BOX CULVERTS ON TEXAS AVENUE X1 180.40 11 1235 1266.3 160 60 100 GR 290.0 800 289.4 1000 286.6 1235 273.01 1235 273.01 1266.3 GR 286.5 1266.3 286.0 1410 286.0 1500 286.4 1590 287.2 1625 GR 290.5 1640 NC .015 SB 1.25 1.5 2.9 0 31.3 1.3 300 0 273.01 273.01 X1 181.12 112 112 112 X2 1 283.01 286.6 BT 9 800 290.0 0 1000 286.6 0 1235 286.75 0 BT 1266.3 286.75 0 1410 286.6 0 1500 286.6 0 1590 BT 286.8 0 1625 287.2 0 1640 290.5 0 NC .065 .065 .055 . 1 .3 NDM STATION 186.00 100' U/S BOX CULVERTS X1 182.40 11 1185 1270 100 100 100 GR 290.0 800 289.4 1000 286.6 1150 286.0 1185 273.8 1207 GR 273.8 1215 284.0 1250 286.0 1270 288.0 1300 288.0 1555 GR 290.0 1620 NDM STATION 189.00 X1 185.50 12 1370 1435 260 390 300 GR 295.0 1000 295.0 1310 288.0 1310 286.D 1370 276.3 1400 GR 276.3 1403 288.0 1435 290.0 1470 292.0 1545 294.0 1660 GR 298.0 1840 300.0 1880 NDM STATION 191.50 X1 188.00 8 1425 1490 150 270 250 GR 290.0 1060 288.0 1370 286.0 1425 276.75 1462 286.0 1490 GR 288.0 1500 290.0 1510 300.0 1765 QT 4 2560 3464 3855 4675 NDM STATION 194.30 X1 190.80 13 1235 1280 230 200 280 GR 295.0 1175 288.0 1185 286.0 1235 277.5 1258 277.5 1262 GR 284.0 1280 286.0 1355 290.0 1395 292.0 1435 294.0 1490 GR 296.0 1530 298.0 1585 300.0 1610 NC .075 NDM STATION 197.00 X1 193.50 12 1252 1297 275 320 270 GR 295.0 1210 289.0 1210 288.0 1240 286.0 1252 278.1 1275 GR 286.0 1297 288.0 1320 290.0 1345 294.0 1410 296.0 1490 GR 298.0 1570 300.0 1610 NDM STATION 199.00 20SEP99 17:20:47 PAGE 9 X1 195.50 12 1292 1380 200 150 200 GR 295.0 1260 288.0 1260 280.0 1311 279.0 1315 280.0 1322 GR 286.0 1340 288.0 1355 290.0 1380 292.0 1500 296.0 1560 GR 298.0 1620 300.0 1690 NC .085 .085 .050 QT 4 1050 1391 1536 1830 NDM STATION 201.00 X1 197.50 13 1290 1350 380 130 200 GR 300.0 1160 293.5 1170 292.0 1230 290.0 1255 286.0 1275 GR 284.0 1290 280.5 1320 282.0 1330 284.0 1350 290.0 1380 GR 296.0 1470 298.0 1610 300.0 1655 NDM STATION 203.00 X1 199.50 10 1230 1290 150 230 200 GR 300.0 1140 293.5 1150 292.0 1170 286.0 1230 282.0 1260 GR 286.0 1290 296.0 1380 298.0 1415 300.0 1455 302.0 1520 NDM STATION 207.00 X1 203.50 12 1355 1375 320 410 400 GR 300.0 1000 298.0 1015 296.0 1100 296.0 1285 294.0 1285 GR 288.0 1355 286.1 1370 286.0 1375 294.0 1410 296.2 1410 GR 298.0 1792 300.0 1800 NDM STATION 209.00 X1 205.50 14 1198 1215 180 130 225 GR 300.0 1000 298.0 1080 294.0 1140 292.0 1160 290.0 1180 GR 288.0 1198 287.0 1205 288.0 1215 290.0 1225 294.0 1250 GR 296.0 1275 298.0 1300 298.0 1380 300.0 1390 NDM STATION 210.80 X1 207.30 10 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 1158 296.0 1168 290.0 1185 GR 287.5 1195 290.0 1210 296.0 1233 300.0 1250 302.0 1400 NC .3 .5 NDM STATION 213.30 X1 209.80 10 1250 1265 250 240 250 GR 306.0 1000 304.0 1061 302.0 1140 300.0 1180 298.0 1197 GR 290.0 1250 289.0 1255 290.0 1265 300.0 1265 300.8 1430 NDM STATION 215.30 X1 211.80 12 1295 1310 150 180 200 GR 310.0 1000 308.0 1060 306.0 1100 304.0 1190 300.0 1265 GR 294.0 1295 291.0 1308 294.0 1310 298.0 1345 300.0 1360 GR 300.7 1380 300.8 1580 NDM STATION 215.90 20SEP99 17:20:47 PAGE 10 X1 212.40 18 1101. 9 1114.1 90 30 60 GR 308.1 820 308.0 830 304.0 1000 302.0 1070 298.0 1086 GR 290.96 1101 . 9 290.96 1102 290.96 1102.8 290.96 1105 290.96 1108 GR 290.96 1111 290.96 1113.2 290.96 1114 290.96 1114. 1 298.0 1129 GR 300.6 1175 300.6 1210 320.0 1210. 1 NC .024 SB 1.25 1.5 2.9 0 8.5 0 55 0 290.96 290.96 NDM STATION 216.30 X1 212.80 40 40 40 X2 1 297.46 300.60 BT 18 820 308.1 0 830 308.0 0 1000 304.0 0 BT 1070 302.0 0 1086 301.3 0 1101.9 300.6 0 1102 BT 300.6 0 1102.8 300.6 0 1105 300.6 0 1108 300.6 BT 0 1111 300.6 0 1113.2 300.6 0 1114 300.6 0 BT 1114.1 300.6 0 1129 300.6 0 1175 300.6 0 1210 BT 300.6 0 1210. 1 320.0 0 NC .050 .050 .045 NDM STATION 216.50 X1 213.00 13 1315 1345 20 20 20 GR 308.1 1000 308.0 1055 306.0 1135 304.0 1190 302.0 1225 GR 300.0 1300 298.0 1315 292.5 1330 292.5 1338 298.0 1345 GR 300.0 1380 300.0 1395 320.0 1395 NDM STATION 219.20 X1 215. 70 13 1225 1255 230 290 270 GR 307.0 1000 306.0 1055 304.0 1190 302.0 1205 298.0 1225 GR 294.0 1240 296.0 1250 298.0 1255 300.0 1275 302.0 1340 GR 306.0 1380 308.0 1395 310.0 1420 NC • 1 .3 NDM STATION 221.10 X1 217.60 14 1150 1210 300 300 190 GR 305.9 1000 306.0 1030 306.0 1085 304.0 1150 300.0 1170 GR 296.2 1175 296.2 1185 298.0 1195 300.0 1200 302.0 1210 GR 304.0 1230 306.0 1245 308.0 1265 310.0 1290 NDM STATION 223.20 X1 219.70 9 1085 1120 170 210 210 GR 306.0 1000 304.0 1055 302.0 1085 300.0 1090 297.0 1100 GR 300.0 1115 302.0 1120 308.0 1150 310.0 1170 1 20SEP99 17:20:47 PAGE 11 I HLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 20SEP99 17:20:47 PAGE 12 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 50-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 .001977 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW CHNIM !TRACE 2 0 -1 -1 1 1 1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 20SEP99 17:20:47 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11·7·95 T2 EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS 4 0 .001799 J2 NPROF IPLOT PRFVS XSECV XSECH FN AL LDC 3 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 20SEP99 17:20:47 Q IBW T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 500-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS 0 5 0 .001977 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 15 0 -1 _, IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 20SEP99 17:20:47 Q IBW WSEL FQ 247.44 CHNIM !TRACE WSEL FQ CHNIM !TRACE THIS RUN EXECUTED 20SEP99 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE -ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WOLF PEN CREEK PARK EXIS SUMMARY PRINTOUT TABLE 150 SEC NO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH 26.300 .00 .00 .00 235.00 3941.00 246.50 244.81 246.67 19.94 4.85 26.300 .00 .00 .00 235.00 5287.00 247.14 245.45 247.31 20.16 5.08 26.300 .00 .00 .00 235.00 5645.00 247.44 245.43 247.59 17.99 4.89 26.300 .00 .00 .00 235.00 6882.00 247.82 246.01 247.99 19.80 5.25 * 37.300 1100.00 .00 .00 237.00 3941.00 247.50 243. 79 247.56 8.68 2.97 * 37.300 ;100.00 .00 .00 237.00 5287.00 248. 19 244.27 248.27 10.23 3.39 37.300 1100.00 .00 .00 237.00 5645.00 248.42 244.36 248.50 10.23 3.45 37.300 1100.00 .00 .00 237.00 6882.00 248.90 244.69 249.00 11.64 3.80 PAGE 13 PAGE 14 PAGE 15 17:20:49 AREA .01K 1809.68 882.60 2290.71 1177.49 2519.74 1330.93 2824.26 1546.57 2336.41 1337.28 2732.00 1652.61 2869.83 1764.80 3179.17 2017.00 * 45.600 830.00 .00 .00 237. 50 3941.00 248.31 245.89 248.53 21.04 5.21 1486. 74 859. 11 * 45.600 830.00 .00 .00 237.50 5287.00 249.12 246.79 249.37 23.10 5.75 1799.84 1099.92 * 45.600 830.00 .00 .00 237.50 5645.00 249.34 246.85 249.59 23.17 5.83 1889. 16 1172.78 * 45.600 830.00 .00 .00 237 .50 6882.00 249.92 247.27 250.21 25.09 6.28 2125.59 1373.81 49.200 360.00 .00 .00 237.70 3941.00 248.96 247.33 249.22 31.34 5.80 1361.12 703.94 49.200 360.00 .00 .00 237. 70 5287.00 249.79 247.84 250.06 31.84 6.20 1681.42 936.99 49.200 360.00 .00 .00 237.70 5645.00 250.01 247.99 250.28 31.61 6.26 1769.45 1004.08 49.200 360.00 .00 .00 237.70 6882.00 250.63 248.35 250.89 30.89 6.44 2268.35 1238.16 55.000 580.00 .00 .00 239.00 3941.00 250. 17 248.59 250.27 17.59 3.95 2028.40 939.75 * 55.000 580.00 .00 .00 239.00 5287.00 250.93 248.93 251.03 15.57 3.95 2613.57 1340.01 * 55.000 580.00 .00 .00 239.00 5645.00 251. 13 248.96 251.22 15.07 3.95 2767.12 1454.36 * 55.000 580.00 .00 .00 239.00 6882.00 251.69 249.29 251.79 14.43 4.02 3219 .31 1811.46 61. 000 600.00 .00 .00 240.00 3949.00 250.81 248.48 250.89 12.89 3.40 2037.71 1099.77 61. 000 600.00 .00 .oo 240.00 . 5261.00 251.52 248.79 251. 61 13.44 3.68 2484.67 1435.10 61.000 600.00 .00 .00 240.00 5515.00 251.69 248.86 251. 78 13.06 3.68 2603. 18 1526.08 61.000 600.00 .00 .00 240.00 6793.00 252.24 249.12 252.35 13.66 3.92 2995.76 1837. 73 * 69.000 800.00 .oo .oo 245.00 3949.00 253.20 252.24 254.76 153.97 10.22 413.29 318.25 * 69.000 800.00 .00 .00 245.00 5261. 00 253.94 253.29 256.05 181.03 11.94 479.46 391.01 * 69.000 800.00 .00 .00 245.00 5515.00 254.06 253.47 256.27 186.79 12.27 490.48 403.53 * 69.000 800.00 .00 .00 245.00 6793.00 254.62 254.47 257.37 211.16 13.74 544.48 467.47 20SEP99 17:20:47 PAGE 16 SECNO XLCH ELTRD ELLC ELM IN Q CllSEL CRillS EG 10*KS VCH AREA .01K 70.000 100.00 .00 .00 246. 11 3949.00 254.69 252.59 256.56 175 .96 10.96 360.37 297.70 70.000 100.00 .oo .00 246. 11 5261.00 255.69 253.95 258.34 226.13 13.08 402.32 349.85 70.000 100.00 .00 .00 246. 11 5515.00 255.86 254.20 258.67 236. 18 13.47 409.40 358 .86 70.000 100.00 .00 .00 246. 11 6793.00 256.63 255.43 260.30 287.26 15 .37 441.84 400.79 * 73.700 370.00 263.85 255.32 247.32 3949.00 256.67 .00 258.24 8.54 10.05 392.78 1351.23 * 73.700 370.00 263.85 255.32 247.32 5261.00 260.60 .00 261.98 5.54 9.43 557.90 2236.05 * 73.700 370.00 263.85 255.32 247.32 5515.00 261.43 .00 262.77 5.13 9.31 592.62 2433.76 * 73.700 370.00 263.85 255.32 247.32 6793.00 262.62 .00 264.36 6.21 10.57 642.75 2725.04 75.100 140.00 .00 .00 245.93 3949.00 258.60 255.37 258.81 16.14 4.85 1310.09 982.87 75. 100 140.00 .00 .00 245.93 5261.00 262.36 256.09 262.45 5.38 3.37 2473.95 2268.25 75.100 140.00 .00 .00 245.93 5515.00 263.14 256.12 263.22 4.44 3.16 2740.67 2617.98 75. 100 140.00 .00 .00 245.93 6793.00 264.84 256.79 264.92 3.86 3.15 3318.76 3456.92 77.700 260.00 .00 .00 243.25 3949.00 259 .00 252.71 259. 11 8.64 3.58 2082.66 1343.46 * 77.700 260.00 .00 .00 243.25 5261.00 262.50 256.06 262.53 2.12 2.08 4416.48 3612.23 * 77.700 260.00 .00 .00 243.25 5515.00 263.26 256.30 263.29 1.66 1.90 4973.46 4274.28 * 77.700 260.00 .00 .00 243.25 6793.00 264.95 257. 16 264.97 1.28 1. 78 6447.81 6007.25 80.800 310.00 .00 .00 246.39 3949.00 259.32 256.48 259.46 15.60 4.02 1610.14 999.78 80.800 310.00 .00 .00 246.39 5261.00 262.58 257.00 262.62 4.27 2.53 3575.24 2544.56 80.800 310.00 .00 .00 246.39 5515.00 263.32 257. 11 263.36 3.20 2.26 4188.62 3083.44 80.800 310.00 .00 .00 246.39 6793.00 264 .99 257.52 265.02 2.24 2.04 5611. 76 4542.13 * 83.600 280.00 .00 .oo 246.37 3949.00 259.76 257.49 260.08 36.93 5.86 1109.63 649.79 * 83.600 280.00 .00 .00 246.37 5261.00 262.69 258.44 262.78 9.39 3.53 2653.99 1716.53 * 83.600 280.00 .00 .00 246.37 5515.00 263.40 258.50 263.47 6.80 3.12 3163.33 2115.17 83.600 280.00 .00 .00 246.37 6793.00 265.05 259. 14 265.10 4.31 2.68 4405.14 3271.72 85.550 195.00 .oo .00 246.64 3949.00 260.56 257.53 260.77 30.56 4.64 1179.64 714 .34 85.550 195.00 .00 .00 246.64 5261. 00 262.91 258.25 263.02 13.39 3.66 2157.81 1437.62 85.550 195.00 .00 .00 246.64 5515.00 263.56 258.36 263.66 10.37 3.36 2511.86 1712.22 85.550 195.00 .00 .oo 246.64 6793.00 265 .15 258.99 265.22 6.92 3.01 3460.20 2583.24 88. 150 260.00 .00 .00 246.61 3949.00 261.33 258.01 261.54 28.50 4.43 1159.04 739 .69 88.150 260.00 .00 .00 246.61 5261.00 263.27 258.57 263.43 17.04 3.96 1808.51 1274.64 88.150 260.00 .00 .00 246.61 5515.00 263.85 258.76 263.98 13.86 3.71 2063.99 1481.26 88.150 260.00 .00 .00 246.61 6793.00 265.34 259.40 265.46 10. 12 3.47 2787.95 2135.08 91. 900 375.00 .00 .00 247 .49 3949.00 262.23 259.26 262.42 27.35 4.42 1216 .56 755.07 91.900 375.00 .00 .00 247.49 5261.00 263.84 259.84 264.01 19.27 4.19 1714.31 1198.46 91.900 375.00 .00 .00 247.49 5515.00 264.32 259.87 264.47 16.59 4.01 1877.41 1353.96 91.900 375.00 .00 .00 247.49 6793 .00 265.70 260.47 265.84 13.22 3.89 2409.00 1868 .44 95.000 310.00 .00 .oo 251.96 3949.00 263.15 260.51 263.36 31.82 4.84 1164.29 700.05 95.000 310.00 .00 .00 251.96 5261.00 264.50 261. 13 264.70 24.57 4.68 1620.03 1061.27 95.000 310.00 .00 .00 251.96 5515.00 264.89 261.17 265.08 21.66 4.51 1766.20 1184.97 95.000 310.00 .00 .00 251.96 6793.00 266.15 261.53 266.31 17.07 4.31 2282.49 1644.08 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 20SEP99 SECNO 98.550 98.550 98.550 98.550 103.000 103.000 103.000 103.000 108.100 108.100 108.100 108.100 112.000 112.000 112.000 112.000 112.900 112.900 112.900 112. 900 113. 900 113. 900 113. 900 113. 900 116.200 116.200 116. 200 116.200 116. 700 116. 700 116. 700 116.700 119.200 119 .200 119.200 119.200 124.000 124.000 124.000 124.000 20SEP99 SECNO 126.000 126.000 126.000 126.000 130.900 130.900 130.900 130.900 135.600 135.600 135.600 135.600 145.600 145.600 145.600 145.600 156.400 17:20:47 XLCH 355.00 355.00 355.00 355.00 445.00 445.00 445.00 445.00 510.00 510.00 510.00 510.00 390.00 390.00 390.00 390.00 90.00 90.00 90.00 90.00 100.00 100.00 100.00 100.00 230.00 230.00 230.00 230.00 50.00 50.00 50.00 50.00 250.00 250.00 250.00 250.00 565.00 565.00 565.00 565.00 17:20:47 XLCH 300.00 300.00 300.00 300.00 750.00 750.00 750.00 750.00 835.00 835.00 835.00 835.00 550.00 550.00 550.00 550.00 1080.00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 269.04 269.04 269.04 269.04 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .oo .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 265.34 265.34 265.34 265.34 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELM IN 252.58 252.58 252.58 252.58 254.00 254.00 254.00 254.00 Q 3949.00 5261.00 5515.00 6793.00 3949.00 5261.00 5515.00 6793.00 254.00 3830.00 254.00 · 5195.00 254.00 5630.00 254.00 6940.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.00 254.19 254. 19 254. 19 254. 19 255.34 255.34 255.34 255.34 255.34 255.34 255.34 255.34 256.12 256.12 256.12 256.12 256.42 256.42 256.42 256.42 ELM IN 256.00 256.00 256.00 256.00 258.00 258.00 258.00 258.00 263.14 263.14 263.14 263.14 265.95 265.95 265.95 265.95 267.52 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3711.00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 Q 3711.00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 2837.00 3954.00 4444.00 5541.00 2837.00 CIJSEL 263.80 265.05 265.38 266.55 263.85 265.05 265.38 266.52 264.05 265.24 265.54 266.65 264.25 265.52 265.85 267.02 264.20 265.45 265. 76 266.92 263.66 264.59 264.78 265.59 264.12 266.67 267.37 267.90 265.85 268.66 269.48 271.00 266.59 269.19 269.97 271.47 268.26 269.64 270.32 271.71 CIJSEL 270.67 271.75 272.20 273. 16 271.88 272.92 273.34 274.18 272.95 273.90 274.29 275.05 274.49 275.28 275 .59 276.51 278.04 CRllJS 259.47 260. 10 260.23 260.77 258.82 259.70 259.86 260.64 258.16 258.96 259.19 259.87 256.63 257.05 257.18 257.54 257.66 258.41 258.63 259.27 260.53 261.97 262.39 263.63 .00 .00 .00 .00 260.88 261. 99 262.30 263. 15 264.39 264.80 265.06 265.42 268.26 269.37 269.67 270.49 CRllJS 266.77 267.88 268.27 268.88 267.26 268.85 269.32 270. 14 269.73 270.13 270.30 270.61 273.60 274.30 274.48 274.89 274.61 EG 263.89 265. 13 265.46 266.62 264. 11 265.37 265.69 266.85 264.25 265.52 265.84 267.01 264.28 265 .57 265.89 267.07 264.35 265.66 266.00 267. 19 265. 10 266.79 267.27 268.85 265.79 268.52 269.30 270.59 266.25 269.02 269.82 271.35 266.73 269.26 270.04 271.54 269.99 271. 15 271.64 272.73 EG 270.82 271.92 272.37 273.33 272.05 273.09 273.50 274.34 272.99 273.96 274.34 275.11 274.89 275.63 275.92 276.75 278.19 10*KS 12.38 10.33 9.38 7.68 3.36 3.61 3.48 3.42 2.24 2. 73 2.91 3 .14 .30 .35 .37 .40 1.50 1.81 1.92 2.05 69.70 97.74 108.87 133.90 9.65 8.48 8.38 11.27 22.32 14.05 12.55 11.36 15.41 6.27 5.46 4.41 151.00 117. 22 98.02 68.69 10*KS 13.08 13. 11 12.91 11.66 25.40 25.36 25.00 23.24 12. 71 12.20 12.10 11.69 117 .86 98.98 90.36 59.24 24.14 PAGE 17 VCH AREA .01K 3.12 1819.29 1122.31 3.14 2472.67 1637.24 3.06 2671.45 1800.44 2.99 3427.56 2452.01 4.89 1273.37 2155.67 5.47 1656.57 2768.98 5.48 1774.92 2954.63 5.79 2231.36 3670.97 4.06 1208.99 2557.13 4.83 1402.09 3145.49 5.07 1451.35 3300.06 5.60 1646.89 3916.73 1.51 2842.64 7038.64 1.79 3312.48 8734.65 1.87 3439.51 9197.65 2.06 3909.94 10969.99 3.38 1357.97 3126.80 4.01 1592.26 3858.79 4.20 1661.39 4061.22 4.61 1922.05 4852.52 9.63 11.90 12.66 14.50 10.38 10.92 11.14 13. 15 5.07 4.90 4.86 5.01 4.35 3.31 3.23 3.15 11.21 11.13 10.72 9.86 VCH 397.75 436.72 444.81 478.75 458.76 525.48 539.59 599.76 368.98 1232.91 475.84 1783.65 505.46 1944.32 527. 73 2067. 11 781.14 810.76 1202.87 1385.87 1351.52 1589.33 1834.02 2059.19 1586.84 945.20 2744.26 2049.42 3113.62 2466.21 3846.30 3368.53 433.88 666.09 799.74 1105 .34 PAGE 18 AREA 302.00 474.01 582.08 853.66 .01K 3.70 1451.31 1026.00 4.03 1929.59 1417.57 4.13 2146.31 1603.72 4.18 2631.88 2072.12 3.83 1361.50 736.29 4.00 1887.25 1019.11 4.04 2104.60 1152.52 4.04 2569.91 1467.62 2.33 2311.16 1041.11 2.51 2912.82 1469.18 2.59 3153.10 1656.70 2.72 3645.87 2068.94 6.79 6.75 6.64 5.84 3.73 715.62 1047.63 1198.26 1690.64 1045. 13 261.32 397.43 467.51 719.90 577.37 * 156.400 1080.00 .00 .00 267.52 3954.00 278.90 275.45 279.10 28.17 4.32 1275.47 745.02 * 156.400 1080.00 .00 .00 267.52 4444.00 279.21 275.64 279.42 29.93 4.56 1368.60 812.32 156.400 1080.00 .00 .00 267.52 5541.00 279.77 276.36 280.03 34.34 5.09 1552.61 945.62 160.200 380.00 .00 .00 266.79 2980.00 278.71 275.22 278.80 16.70 3.30 1485.75 729.32 160.200 380.00 .00 .00 266.79 4109.00 279.63 276.21 279.73 16.94 3.56 1900.43 998.33 160.200 380.00 .00 .00 266.79 4564.00 279.97 276.56 280.07 16.95 3.64 2061.11 1108.48 * 160.200 380.00 .00 .00 266.79 5519.00 280.60 276.96 280.71 17.05 3.81 2378.05 1336.54 163.000 280.00 .00 .00 268.98 2980.00 279.32 276.71 279.43 25.87 3.85 1316.42 585.85 163.000 280.00 .00 .00 268.98 4109.00 280.23 277.33 280.35 24.31 4.02 1720.72 833.35 163.000 280.00 .00 .00 268.98 4564.00 280.56 277.61 280.68 23.80 4.07 1874.14 935.47 163.000 280.00 .00 .00 268.98 5519.00 281.18 277.99 281.31 23.20 4.20 2168. 16 1145.84 166.100 280.00 .00 .00 271.00 2980.00 280.05 278.19 280.33 45.94 5.33 978.05 439.69 166.100 280.00 .00 .00 271.00 4109.00 280.90 279.07 281. 17 42.75 5.49 1334.73 628.47 166. 100 280.00 .00 .00 271.00 . 4564.00 281.21 279.25 281.47 41.58 5.54 1467.42 707.76 166. 100 280.00 .00 .00 271.00 5519.00 281.81 279.79 282.06 39.77 5.64 1726.65 875.10 171.800 570.00 .00 .00 271.40 2591.00 281.93 279.32 282.22 45.79 5.39 709.84 382.90 171.800 570.00 .00 .00 271.40 3571.00 282.68 280.36 283.05 54.30 6.21 876.30 484.61 171.800 570.00 .00 .00 271.40 3969.00 282.95 280.44 283.34 56.83 6.47 953.29 526.47 171.800 570.00 .00 .00 271.40 4800.00 283.47 281. 13 283.89 60.42 6.91 1127.93 617.53 173.300 140.00 .00 .00 271.50 2591.00 282.54 279.34 282.97 51.32 6. 11 606.36 361. 70 173.300 140.00 .00 .00 271.50 3571.00 283.42 280.70 283.91 57.39 6.86 832.81 471.36 173.300 140.00 .oo .00 271.50 3969.00 283. 73 281.08 284.23 58.56 7.07 934.51 518.66 173.300 140.00 .00 .00 271.50 4800.00 284.31 281.90 284.81 58.48 7.32 1157.94 627.67 20SEP99 17:20 :47 PAGE 19 SEC NO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 175.300 210.00 .00 .00 271.70 2591.00 283.62 280.36 283.97 44.99 5.48 685.01 386.29 175.300 210.00 .00 .00 271.70 3571.00 284.60 281.89 284.97 46.03 5.94 961.65 526.35 175.300 210.00 .00 .00 271.70 3969.00 284.93 282.26 285.30 45.94 6.06 1077.74 585.59 175.300 210.00 .oo .00 271.70 4800.00 285.49 282.87 285.87 46.73 6.33 1291.87 702.21 176.500 145.00 .00 .00 273.20 2575 .00 284.26 280.55 284.49 32.86 4.33 833.73 449.21 176.500 145.00 .00 .00 273.20 3520.00 285.25 281.66 285.48 31.23 4.58 1150.22 629.92 176.500 145.00 .00 .00 273.20 3900.00 285.57 282.17 285 .81 31.37 4.70 1263.62 696.35 176.500 145.00 .00 .00 273.20 4740.00 286.14 282.94 286.39 32.30 4.97 1492.90 833.99 179.400 265.00 .00 .00 273.50 2575.00 285.13 280.80 285.40 34.78 4.34 717.14 436.64 179.400 265.00 .00 .00 273.50 3520.00 286.08 281. 72 286.38 35.02 4.73 1093.68 594.78 179.400 265.00 .00 .00 273.50 3900.00 286.39 282.01 286.68 34.11 4.78 1247.42 667.76 179.400 265.00 .00 .00 273.50 4740.00 286.97 282.70 287.25 33. 11 4.92 1553.52 823.81 * 180.400 100.00 .00 .00 273.01 2575.00 285.46 278.96 286.14 84.03 6.61 389.82 280.91 * 180.400 100.00 .oo .00 273.01 3520.00 286.35 280.33 287.41 126.63 8.32 480.77 312.80 * 180.400 100.00 .00 .00 273.01 3900.00 286.64 280.82 287.76 136.56 8.72 579.49 333.73 * 180.400 100.00 .00 .00 273.01 4740.00 287.20 286.80 288.30 140.39 9.08 809.24 400.05 * 181.120 112.00 286.60 283.01 273.01 2575.00 286.32 .00 286.91 2.80 6.17 469.25 1539.94 * 181.120 112.00 286.60 283.01 273.01 3520.00 286.43 .00 287.51 5.08 8.35 505.58 1561.49 * 181.120 112.00 286.60 283.01 273.01 3900.00 286.44 .00 287.76 6.22 9.24 509.05 1563.46 * 181.120 112.00 286.60 283.01 273.01 4740.00 286.29 .00 288.30 9.52 11.38 464.01 1536.56 * 182.400 100.00 .00 .00 273.80 2575.00 286.75 281.45 287.07 24.35 4.54 584.61 521.80 * 182.400 100.00 .00 .00 273.80 3520.00 287.28 282.61 287.77 34.34 5.68 667.41 600.71 * 182.400 100.00 .00 .00 273.80 3900.00 287.50 283.07 288.06 37.35 6.04 709.01 638.11 * 182.400 100.00 .00 .00 273.80 4740.00 288.03 283.87 288.69 41.54 6.68 830.30 735.44 185.500 300.00 .00 .00 276.30 2575.00 287.65 284.41 288.24 48.61 6.22 445.76 369.32 185.500 300.00 .00 .00 276.30 3520.00 288.45 285.67 289.24 58.10 7.29 544.86 461.78 185.500 300.00 .00 .00 276.30 3900.00 288.75 285.92 289.59 59.89 7.61 586.50 503.96 185.500 300.00 .00 .00 276.30 4740.00 289.38 286.98 290.34 62.94 8.24 676.36 597.47 188.000 250.00 .00 .00 276.75 2575.00 288.72 284.78 289.07 24.88 4.96 630.80 516.20 * 188.000 250.00 .00 .00 276. 75 3520.00 289.73 285.91 290.09 24.13 5.32 958.88 716.53 * 188.000 250.00 .00 .00 276.75 3900.00 290.08 286. 14 290.43 23.19 5.36 1111.56 809.79 * 188.000 250.00 .00 .00 276.75 4740.00 290.80 287.05 291.11 20.28 5.29 1444.43 1052.49 190.800 280.00 .00 .00 277.50 2560.00 289.39 286.18 289.57 14.31 4.07 885.99 676.65 190.800 280.00 .00 .00 277.50 3464.00 290.38 286.96 290.59 14.82 4.46 1095.87 899.73 190.800 280.00 .00 .00 277.50 3855.00 290.70 287.21 290.92 15.43 4.66 1168.45 981.35 190.800 280.00 .00 .00 277.50 4675.00 291.33 287.64 291.58 16.50 5.02 1315.46 1150.89 * 193.500 270.00 .00 .00 278.10 2560.00 289.79 286.80 290.35 39.31 6.38 504.62 408.33 * 193.500 270.00 .00 .00 278.10 3464.00 290.77 288.17 291.42 41.59 7.10 640.98 537.10 * 193.500 270.00 .00 .00 278. 10 3855.00 291. 10 288.68 291.80 43.26 7.42 690.64 586. 11 * 193.500 270.00 .00 .00 278. 10 4675.00 291. 73 289.53 292.52 46. 18 8.02 791. 11 687.98 20SEP99 17:20:47 PAGE 20 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 195.500 200.00 .00 .00 279.00 2560.00 290.67 285.94 290.88 18.45 3.66 711.53 595.96 * 195.500 200.00 .00 .00 279.00 3464.00 291. 71 286.91 291 .97 19.04 4.13 910.96 793.90 * 195.500 200.00 .00 .00 279.00 3855.00 292.09 287.27 292.36 19.39 4.30 998.05 875.56 * 195.500 200.00 .00 .00 279.00 4675.00 292.80 287.94 293.11 19. 71 4.60 1174.64 1053.05 197.500 200.00 .00 .00 280.50 1050.00 290.93 284.44 290.97 1.89 1. 71 792.80 763.27 197.500 200.00 .00 .00 280.50 1391.00 292.02 284.89 292.07 2.06 1.93 973.91 969.97 197.500 200.00 .00 .00 280.50 1536.00 292.41 285.07 292.47 2. 13 2.01 1049.39 1052.76 197.500 200.00 .00 .00 280.50 1830.00 293. 16 285.42 293.22 2.23 2.16 1216. 19 1224.28 * 199.500 200.00 .00 .00 282.00 1050.00 290.97 286.09 291 .03 3.99 2. 15 652.79 525.81 199.500 200.00 .00 .00 282.00 1391.00 292.06 286.55 292. 14 3.92 2.35 833. 19 702.85 199.500 200.00 .00 .00 282.00 1536.00 292.46 286.74 292.53 3.91 2.43 904.06 776.66 199.500 200.00 .00 .oo 282.00 1830.00 293.21 287. 10 293.29 3.89 2.56 1048.04 928.28 * 203.500 400.00 .00 .00 286.00 1050.00 291.88 290.45 292.34 56.79 6.59 264.97 139.33 * 203.500 400.00 .00 .00 286.00 1391. 00 292.81 291.07 293.28 48.66 6.83 356.72 199.42 * 203.500 400.00 .00 .00 286.00 1536.00 293. 16 291.30 293.63 46.46 6.93 394.68 225.34 * 203.500 400.00 .00 .00 286.00 1830.00 293.83 291. 74 294.30 42.53 7.09 473.02 280.60 205.500 225.00 .00 .00 287.00 1050.00 292.98 291.47 293.38 47.70 6.35 276.94 152.04 205.500 225.00 .00 .00 287.00 1391.00 293.78 292.07 294.20 45.33 6.78 356 . 18 206.59 205.500 225.00 .00 .00 287.00 1536.00 294.08 292.28 294.52 44.29 6.92 389.76 230.80 205.500 225.00 .00 .00 287.00 1830.00 294.68 292.70 295. 12 41.53 7.09 461.53 283.96 207.300 180.00 .00 .00 287.50 1050.00 293.75 292.52 294.56 77.25 7.54 172. 10 119.47 207.300 180.00 .00 .00 287.50 1391.00 294.44 293.25 295.45 84.10 8.57 207 .71 151 .68 207.300 180.00 .00 .00 287.50 1536.00 294.69 293.52 295.79 86.79 8.96 221.92 164.88 * 207.300 180.00 .00 .00 287.50 1830.00 295. 16 294.06 296.43 92.09 9.71 249.23 190.70 209.800 250.00 .00 .00 289.00 1050.00 295.96 294. 15 296.52 74.28 7.08 214.56 121 .83 209.800 250.00 .00 .00 289.00 1391.00 296.93 294.89 297.54 74.64 7.56 270.98 161.00 209.800 250.00 .00 .00 289.00 1536.00 297.31 295. 18 297.94 74.92 7.74 293.95 177.45 209.800 250.00 .00 .00 289.00 1830 .00 298.02 295. 71 298.67 74.65 8.02 340.58 211.81 211 .800 200.00 .00 .00 291.00 1050 .00 297.63 297.34 298 .79 149.07 9.95 167.37 86.00 211.800 200.00 .00 .00 291.00 1391.00 298.48 298. 13 299.60 127. 13 10.17 227.29 123.37 211.800 200.00 .00 .00 291.00 1536.00 298.84 298.35 299.91 115. 79 10.11 256.17 142.74 211.800 200.00 .00 .00 291.00 1830.00 299.46 298.82 300.50 104.54 10.22 308.36 178.98 * 212.400 60.00 .00 .00 290.96 1050.00 298.75 296.12 299.33 38.70 7.27 233.17 168.78 * 212.400 60.00 .00 .00 290.96 1391.00 299.33 297.03 300.11 49. 17 8.60 271.31 198.37 * 212.400 60.00 .00 .00 290.96 1536.00 299.53 297.36 300.40 54.06 9.15 285.41 208.91 212.400 60.00 .00 .00 290.96 1830.00 299.92 298.27 300.95 62.44 10.13 316.30 231.59 * 212.800 40.00 300.60 297.46 290.96 1050.00 301.40 .00 301. 76 3. 76 5.74 488.20 541. 19 * 212.800 40.00 300.60 297.46 290.96 1391.00 301.72 .00 302.28 5.67 7. 19 534.05 584. 11 * 212.800 40.00 300.60 297.46 290.96 1536.00 301.82 .00 302.47 6.65 7.83 546. 19 595.80 * 212.800 40.00 300.60 297.46 290.96 1830.00 301.91 .00 302.80 9.03 9. 18 559.76 609.02 20SEP99 17:20:47 PAGE 21 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 213.000 20.00 .00 .00 292.50 1050.00 301.69 297.82 301.84 8.96 3.46 429.54 350.79 213.000 20.00 .00 .00 292.50 1391.00 302.24 298.79 302.41 10.23 3.88 521.78 434.88 213.000 20.00 .00 .00 292.50 1536.00 302.45 299. 19 302.63 10.67 4.04 557.53 470. 17 213.000 20.00 .00 .00 292.50 1830.00 302.83 299.96 303.03 11.41 4.31 626.86 541. 70 215.700 270.00 .00 .00 294.00 1050.00 301.98 299.36 302. 19 14.76 4. 16 347.43 273.31 215.700 270.00 .00 .00 294.00 1391.00 302.56 300. 10 302.79 15.84 4.57 427.84 349.46 215.700 270.00 .00 .00 294.00 1536.00 302.78 300.37 303.02 16. 17 4.72 460.07 381.93 215.700 270.00 .00 .00 294.00 1830.00 303. 18 300.87 303.45 16.83 5.00 521. 12 446.03 * 217.600 190.00 .00 .00 296.20 1050.00 302.51 300.81 302.99 55.70 5.60 188.74 140.69 * 217.600 190.00 .00 .00 296.20 1391 .00 303. 10 301.52 303.71 61.36 6.29 225.54 177.58 * 217.600 190.00 .00 .00 296.20 1536.00 303.32 301.79 303.99 63.39 6.55 240.76 192.93 * 217.600 190.00 .00 .00 296.20 1830.00 303.73 302.25 304.49 67.22 7.03 270.51 223.20 219.700 210.00 .00 .00 297.00 1050.00 303.59 302.25 304.23 57.93 6.54 178.41 137.95 219.700 210.00 .00 .00 297.00 1391 .00 304.26 303.04 304.99 57.38 7 .15 227.67 183.64 219.700 210.00 .00 .00 297.00 1536.00 304.51 303.33 305.26 56.70 7.34 249.63 203.99 219.700 210.00 .00 .00 297.00 1830.00 304.97 303.94 305.76 55.28 7.67 295.59 246.14 20SEP99 17:20:47 PAGE 22 WOLF PEN CREEK PARK EXIS SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 26.300 3941.00 246.50 .OD .00 .00 735.20 .00 26.300 5287.00 247. 14 .64 .00 .00 767.22 .00 26.300 5645.00 247.44 .30 .00 .00 782.00 .00 26.300 6882.00 247.82 .38 .00 .00 801.23 .00 * 37.300 3941.00 247.50 .00 .99 .00 549.51 1100. 00 * 37.300 5287.00 248. 19 .69 1.05 .00 594. 11 1100 .00 37.300 5645.00 248.42 .23 .98 .00 617.43 1100.00 37.300 6882.00 248.90 .48 1.07 .00 666.81 1100.00 * 45.600 3941.00 248.31 .00 .81 .00 380.74 830.00 * 45.600 5287.00 249.12 .81 .93 .00 395.66 830.00 * 45.600 5645.00 249.34 .22 .93 .00 399.82 830.00 * 45.600 6882.00 249.92 .58 1.03 .00 410.61 830.00 49.200 3941.00 248.96 .00 .65 .00 382.00 360.00 49.200 5287.00 249.79 .83 .67 .00 392.34 360.00 49.200 5645.00 250.01 .22 .66 .00 810.04 360.00 49.200 6882.00 250.63 .62 .70 .00 814.65 360.00 55.000 3941 .00 250.17 .00 1.21 .00 756.04 580.00 * 55.000 5287.00 250.93 .76 1.15 .00 782.66 580.00 * 55.000 5645.00 251. 13 .20 1.12 .00 789.50 580.00 * 55.000 6882.00 251.69 .57 1.07 .00 809.29 580.00 61.000 3949.00 250.81 .00 .64 .00 595.08 600.00 61.000 5261.00 251.52 . 71 .58 .00 669.31 600.00 61.000 5515.00 251.69 .17 .56 .00 687.65 600.00 61.000 6793 .00 252.24 .55 .55 .00 730.90 600.00 * 69.000 3949.00 253.20 .00 2.38 .00 86.63 800.00 * 69.000 5261.00 253.94 .74 2.42 .00 92.78 800.00 * 69.000 5515.00 254.06 .12 2.36 .00 93.51 800.00 * 69.000 6793.00 254.62 .57 2 .38 .00 95.41 800.00 70.000 3949.00 254 .69 .00 1.50 .OD 42.00 100.00 70.000 5261.00 255.69 1.00 1. 75 .00 42.00 100.00 70.000 5515.00 255.86 .17 1.80 .00 42.00 100.00 70.000 6793.00 256.63 .77 2.00 .00 42.00 100.00 * 73.700 3949.00 256.67 .00 1.98 .00 42.00 370.00 * 73.700 5261.00 260.60 3.93 4.91 .00 42.00 370.00 * 73.700 5515.00 261.43 .83 5.57 .00 42.00 370.00 * 73.700 6793.00 262.62 1.19 6.00 .00 42.00 370.00 20SEP99 17:20:47 PAGE 23 SECNO Q CWSEL DIFIJSP DIFIJSX DIFKIJS TOPWJD XLCH 75.100 3949.00 258.60 .00 1.93 .00 256.57 140.00 75 .100 5261.00 262.36 3. 75 1. 75 .00 340.00 140.00 75. 100 5515.00 263.14 .78 1. 71 .00 340.00 140.00 75.100 6793.00 264.84 1. 70 2.22 .00 340.00 140.00 77.700 3949.00 259.00 .00 .39 .00 627.31 260.00 * 77.700 5261.00 262.50 3.50 .14 .00 708.44 260.00 * 77.700 5515.00 263.26 .76 .12 .00 742.61 260.00 * 77.700 6793.00 264.95 1.69 . 11 .00 907.00 260.00 80.800 3949.00 259.32 .00 .32 .00 409.21 310.00 80.800 5261.00 262.58 3.26 .08 .00 802.92 310.00 80.800 5515.00 263.32 .74 .06 .00 845.45 310.00 80.800 6793.00 264.99 1.67 .04 .00 850.00 310.00 * 83.600 3949.00 259.76 .00 .44 .00 359.57 280.00 * 83.600 5261.00 262.69 2.93 . 11 .00 682.87 280.00 * 83.600 5515.00 263.40 . 71 .08 .00 742.06 280.00 83.600 6793.00 265.05 1.65 .05 .00 760.00 280.00 85.550 3949.00 260.56 .00 .80 .00 332 .50 195 .00 85.550 5261.00 262.91 2.35 .22 .00 510.97 195.00 85.550 5515.00 263.56 .66 .16 .00 567.93 195.00 85.550 6793.00 265. 15 1.59 . 10 .00 625.31 195.00 88. 150 3949.00 261 .33 .00 .77 .00 271.54 260.00 88. 150 5261.00 263.27 1.94 .37 .00 419.39 260.00 88 .150 5515.00 263.85 .58 .29 .00 458.59 260.00 88.150 6793.00 265.34 1.49 .19 .00 509.98 260.00 91.900 3949.00 262.23 .00 .90 .00 286.22 375.00 91.900 5261.00 263.84 1.61 .57 .00 330.60 375.00 91.900 5515.00 264.32 .48 .47 .00 351.01 375.00 91.900 6793.00 265.70 1.38 .35 .00 419.96 375.00 95.000 3949.00 263.15 .00 .92 .00 306 .15 310.00 95.000 5261.00 264.50 1.36 .66 .00 365 .26 310.00 95.000 5515.00 264.89 .39 .57 .00 383.37 310.00 95.000 6793.00 266.15 1.25 .45 .00 436.74 310 .00 * 98.550 3949.00 263.80 .00 .66 .00 477.77 355.00 * 98.550 5261.00 265.05 1.24 .54 .00 576.18 355.00 * 98.550 5515 .00 265.38 .34 .49 .00 603.43 355.00 * 98.550 6793.00 266.55 1.17 .40 .00 686.68 355.00 * 103.000 3949.00 263.85 .00 .04 .00 282 .03 445.00 * 103.000 5261.00 265.05 1.21 .01 .00 351. 93 445.00 * 103.000 5515.00 265.38 .33 .00 .00 370.68 445.00 * 103.000 6793.00 266.52 1.14 -.03 .00 425.36 445.00 20SEP99 17:20:47 PAGE 24 SECNO Q CllSE L DIFllSP DI FllSX DIFKllS TOPlllD XLCH 108.100 3830.00 264.05 .oo .20 .00 157. 58 510.00 108 .100 5195.00 265.24 1.20 .19 .00 165.49 510.00 108.100 5630.00 265 .54 .30 .16 .00 167.45 510.00 108 .100 6940.00 266 .65 1. 11 .13 .00 191.93 510.00 * 112 .000 3830.00 264.25 .00 .20 .00 344.91 390.00 * 112 .000 5195.00 265.52 1.27 .28 .00 390 .72 390.00 * 112.000 5630.00 265 .85 .32 .31 .00 394.88 390.00 * 112.000 6940.00 267.02 1.17 .37 .00 410.81 390 .00 * 112.900 3830.00 264 .20 .00 -.05 .00 169.73 90.00 * 112 .900 5195.00 265.45 1.25 -.08 .00 217.06 90.00 * 112. 900 5630.00 265.76 .32 -.08 .00 220.51 90.00 * 112.900 6940.00 266.92 1.15 -.10 .00 231.20 90.00 * 113.900 3830.00 263.66 .00 -.54 .00 42.00 100.00 * 113 .900 5195.00 264 .59 .93 -.86 .00 42.00 100.00 * 113.900 5630.00 264.78 .19 -.98 .00 42.00 100.00 * 113 . 900 6940.00 265 .59 .81 -1.33 .00 42.00 100.00 * 116.200 3830.00 264.12 .00 .46 .00 42.00 230.00 * 116 .200 5195.00 266.67 2.55 2.08 .00 42.00 230.00 * 116.200 5630.00 267.37 . 71 2.59 .00 42.00 230.00 * 116.200 6940.00 267.90 .53 2.32 .00 42.00 230.00 * 116 .700 3830.00 265.85 .00 1. 73 .00 124.97 50.00 116.700 5195.00 268.66 2.81 2.00 .00 175.02 50.00 116.700 5630.00 269.48 .82 2. 11 .00 189.54 50.00 116. 700 6940.00 271.00 1.52 3.10 .00 461.39 50.00 119.200 3711.00 266.59 .00 .74 .00 415.42 250.00 * 119.200 5132.00 269.19 2.60 .53 .00 467. 71 250.00 * 119.200 5763.00 269.97 .78 .49 .00 478.64 250.00 * 119 .200 7075.00 271.47 1.50 .47 .00 499.63 250.00 * 124.000 371 1 .00 268 .26 .00 1.67 .00 149 .10 565.00 * 124.000 5132.00 269.64 1.38 .45 .00 187.09 565.00 * 124.000 5763.00 270.32 .68 .35 .00 204.38 565 .00 * 124.000 7075.00 271. 71 1.39 .24 .00 236.28 565.00 * 126.000 3711.00 270.67 .00 2.41 .00 401.55 300.00 * 126.000 5132.00 271.75 1.08 2.11 .00 481. 70 300.00 * 126.000 5763.00 272.20 .45 1.88 .00 500.67 300.00 * 126.000 7075.00 273.16 .96 1.45 .00 504.05 300.00 130.900 3711.00 271.88 .00 1.21 .00 394.97 750.00 130.900 5132.00 272.92 1.04 1.17 .00 525.65 750.00 130.900 5763.00 273.34 .41 1.14 .00 536.90 750.00 130.900 7075.00 274.18 .84 1.02 .00 597.80 750.00 20SEP99 17:20:47 PAGE 25 SEC NO Q CIJSEL DIFIJSP DIFIJSX DIFKIJS TOPIJID XLCH * 135.600 3711.00 272.95 .oo 1.07 .00 622.48 835.00 * 135.600 5132.00 273.90 .96 .98 .00 636.11 835.00 * 135.600 5763.00 274.29 .38 .95 .00 640.77 835.00 * 135.600 7075.00 275.05 .76 .87 .00 649.75 835.00 * 145.600 2837.00 274.49 .00 1.55 .00 370.60 550.00 * 145.600 3954.00 275.28 .78 1.38 .00 464.77 550.00 * 145.600 4444.00 275.59 .32 1.31 .00 490.47 550.00 * 145.600 5541.00 276.51 .92 1.47 .00 566.41 550.00 * 156.400 2837.00 278.04 .00 3.55 .00 244.09 1080.00 * 156.400 3954.00 278.90 .86 3.63 .00 292.69 1080.00 * 156.400 4444.00 279.21 .31 3.62 .00 310. 18 1080.00 156 .400 5541.00 . 279.77 .56 3.26 .00 342.13 1080.00 160.200 2980.00 278. 71 .00 .66 .00 425.40 380.00 160.200 4109.00 279.63 .92 . 73 .00 471.63 380.00 160.200 4564.00 279.97 .33 .76 .oo 488.37 380.00 * 160.200 5519.00 280.60 .63 .82 .00 525.56 380.00 163.000 2980.00 279.32 .00 .61 .00 417.39 280.00 163.000 4109.00 280.23 .91 .60 .00 463.18 280.00 163.000 4564.00 280.56 .33 .59 .00 467.71 280.00 163.000 5519.00 281. 18 .62 .59 .00 476.27 280.00 166.100 2980.00 280.05 .00 .73 .00 410.83 280.00 166.100 4109.00 280.90 .85 .67 .00 425.76 280.00 166.100 4564.00 281.21 .31 .65 .00 431.18 280.00 166.100 5519.00 281.81 .59 .62 .00 441.57 280.00 171.800 2591.00 281.93 .00 1.88 .00 179.35 570.00 171.800 3571.00 282.68 .75 1.78 .00 269.00 570.00 171.800 3969.00 282.95 .27 1.74 .00 303.93 570.00 171.800 4800.00 283.47 .52 1.66 .00 371.19 570.00 173.300 2591.00 282.54 .00 .61 .00 203.01 140.00 173.300 3571.00 283.42 .88 .74 .00 310.96 140.00 173.300 3969.00 283.73 .31 .78 .00 348.73 140.00 173.300 4800.00 284.31 .58 .84 .00 411.58 140.00 175.300 2591.00 283.62 .00 1.08 .00 193.17 210.00 175.300 3571. 00 284.60 .98 1.18 .00 350.19 210.00 175.300 3969.00 284.93 .32 1.20 .00 367.97 210.00 175.300 4800.00 285.49 .57 1.19 .00 398.69 210.00 176.500 2575.00 284.26 .00 .64 .00 280.88 145.00 176.500 3520.00 285.25 .98 .64 .00 355.92 145.00 176 .500 3900.00 285.57 .32 .64 .00 379.22 145.00 176.500 4740.00 286.14 .57 .64 .00 439.74 145.00 20SEP99 17:20:47 PAGE 26 SECNO Q CIJSEL DIFIJSP DIFIJSX DIFKIJS TOPIJID XLCH 179.400 2575.00 285. 13 .00 .86 .00 305. 73 265.00 179.400 3520.00 286.08 .95 .83 .00 477.77 265 .00 179.400 3900.00 286.39 .31 .83 .00 504.99 265.00 179.400 4740.00 286.97 .58 .83 .00 555.23 265.00 * 180.400 2575.00 285.46 .00 .34 .00 31.30 100.00 * 180.400 3520.00 286.35 .89 .27 .00 301.22 100.00 * 180.400 3900.00 286.64 .28 .24 .00 368.27 100.00 * 180.400 4740.00 287.20 .57 .23 .00 440.65 100.00 * 181.120 2575.00 286.32 .00 .85 .00 280.94 112.00 * 181.120 3520.00 286.43 .12 .08 .00 335.75 112.00 * 181.120 3900.00 286.44 .01 -.19 .00 339. 15 112.00 * 181.120 4740.00 286.29 -.15 -.91 .00 271. 21 112.00 * 182.400 2575.00 286.75 .00 .43 .00 139.28 100.00 * 182.400 3520.00 287.28 .53 .84 .00 175.37 100.00 * 182.400 3900.00 287.50 .23 1.06 .00 190.94 100.00 * 182.400 4740.00 288.03 .53 1. 74 .00 483.22 100.00 185.500 2575.00 287.65 .00 .90 .00 113.46 300.00 185.500 3520.00 288.45 .80 1.18 .00 132.75 300.00 185.500 3900.00 288.75 .30 1.25 .00 138. 13 300.00 185.500 4740.00 289.38 .63 1.34 .00 149.08 300 •. 00 188.000 2575.00 288.72 .00 1.07 .00 245.27 250.00 * 188.000 3520.00 289.73 1.01 1.27 .00 406.38 250.00 * 188.000 3900.00 290.08 .35 1.33 .00 452.03 250.00 * 188.000 4740.00 290.80 .72 1.43 .00 470.43 250.00 190.800 2560.00 289.39 .00 .67 .00 205.86 280.00 190.800 3464.00 290.38 .99 .65 .00 220.93 280.00 190.800 3855.00 290.70 .32 .62 .00 227.87 280.00 190.800 4675.00 291.33 .63 .52 .00 241.29 280.00 * 193.500 2560 .00 289.79 .00 .40 .00 132.37 270.00 * 193.500 3464.00 290.77 .98 .39 .00 147.45 270.00 * 193.500 3855.00 291. 10 .33 .40 .00 152.83 270.00 * 193.500 4675.00 291. 73 .64 .41 .00 163.16 270.00 * 195.500 2560.00 290.67 .00 .88 .00 160.26 200.00 * 195.500 3464.00 291. 71 1.04 .95 .00 222.75 200.00 * 195.500 3855.00 292.09 .37 .99 .00 241.28 200.00 * 195.500 4675.00 292.80 .72 1.07 .00 252.02 200.00 197.500 1050.00 290.93 .00 .26 .00 150.51 200.00 197.500 1391.00 292.02 1.09 .31 .00 181.19 200.00 197.500 1536.00 292.41 .39 .33 .00 202.81 200.00 197.500 1830.00 293.16 .75 .36 .00 243.89 200.00 20SEP99 17:20:47 PAGE 27 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 199.500 1050.00 290.97 .00 .04 .00 154.t,z 200.00 199.500 1391.00 292.06 1.09 .04 .00 175 .43 200.00 199.500 1536.00 292.46 .39 .04 .00 184.23 200.00 199.500 1830.00 293.21 .75 .04 .00 200.93 200.00 * 203.500 1050.00 291.88 .00 .91 .00 90.98 400.00 * 203.500 1391.00 292.81 .93 .75 .00 105. 93 400.00 * 203.500 1536.00 293.16 .35 .70 .00 111. 53 400.00 * 203.500 1830.00 293.83 .67 .62 .00 122.28 400.00 205.500 1050.00 292.98 .00 1.10 .00 93.46 225.00 205.500 1391.00 293.78 .79 .96 .00 106.35 225.00 205.500 1536.00 294.08 .31 .92 .00 112.29 225.00 205.500 1830.00 294.68 .60 .85 .oo 128.67 225.00 207.300 1050.00 293.75 .00 .77 .00 50.03 180.00 207.300 1391.00 294.44 .68 .66 .00 54.57 180.00 207.300 1536.00 294.69 .26 .61 .00 56.28 180.00 * 207.300 1830.00 295 .16 .47 .48 .00 59.43 180.00 209.800 1050.00 295.96 .00 2.21 .00 54.48 250.00 209.800 1391.00 296.93 .97 2.49 .00 60.96 250.00 209.800 1536.00 297.31 .38 2.62 .00 63.41 250.00 209.800 1830.00 298.02 .71 2.85 .00 68.13 250.00 211.800 1050.00 297.63 .00 1.67 .00 64.88 200.00 211.800 1391.00 298.48 .85 1.55 .00 75.96 200.00 211.800 1536.00 298.84 .37 1.54 .00 80.57 200.00 211.800 1830.00 299.46 .62 1.45 .00 88.30 200.00 * 212.400 1050.00 298.75 .00 1. 12 .00 59.46 60.00 * 212.400 1391.00 299.33 .58 .86 .00 72.04 60.00 * 212.400 1536.00 299.53 .19 .68 .00 76.17 60.00 212.400 1830.00 299.92 .39 .45 .00 84.51 60.00 * 212.800 1050.00 301.40 .00 2.65 .00 137.60 40.00 * 212.800 1391.00 301. 72 .33 2.39 .00 138.93 40.00 * 212.800 1536.00 301.82 .09 2.29 .00 139.28 40.00 * 212.800 1830.00 301.91 .10 2.00 .00 139.67 40.00 * 213.000 1050.00 301.69 .00 .30 .00 158.60 20.00 213.000 1391.00 302.24 .55 .51 .00 174.30 20.00 213.000 1536.00 302.45 .21 .63 .00 177.85 20.00 213.000 1830.00 302.83 .38 .92 .00 184.55 20.00 215.700 1050.00 301.98 .00 .29 .00 134.28 270.00 215.700 1391.00 302.56 .58 .32 .00 144.74 270.00 215.700 1536.00 302.78 .22 .33 .00 148.58 270.00 215.700 1830.00 303. 18 .40 .34 .00 155.61 270.00 20SEP99 17:20:47 PAGE 28 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 217.600 1050.00 302.51 .00 .53 .00 57.60 190.00 * 217.600 1391.00 303 .10 .59 .54 .00 66.49 190.00 * 217.600 1536.00 303.32 .22 .55 .00 69.84 190.00 * 217.600 1830.00 303. 73 .41 .55 .00 75.96 190.00 219.700 1050.00 303.59 .00 1.08 .00 66.79 210.00 219.700 1391.00 304.26 .66 1.15 .00 83.28 210.00 219.700 1536.00 304.51 .25 1.18 .00 91.45 210.00 219.700 1830.00 304.97 .46 1.23 .00 106.54 210.00 20SEP99 17:20:47 PAGE 29 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 37.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73. 700 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73. 700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73. 700 PROFILE= 3 HYDRAULIC JUMP D.S. WARNING SECNO= 73.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73. 700 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 73.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RA NGE WARNING SECNO= 103.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNJNG SECNO= 112.900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 112.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNJNG SECNO= 112.900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 112.900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTAB LE RANGE 1 20SEP99 17:20:47 PAGE 30 llARNING SECNO= 113.900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 113. 900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO = 113. 900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 113. 900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNJNG SECNO= 116.200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 116.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 116.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 116.200 PROFILE= 4 HYDRAULIC JUMP D.S. llARNING SECNO= 116.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 116.700 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 119 .200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 119.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 119.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 124.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 124.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY llARNING SECNO= 124.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 124.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 124.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNJNG SECNO= 126.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 126.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO = 126.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 126.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 135.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 135.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 135.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 135.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 145.600 PROFILE = 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 145.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 145.600 PROFI LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 145.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 156.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 156.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 156.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 160.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 180.400 PROFILE = 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 180.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 180.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 180.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 181.120 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 181.120 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 181.120 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 181.120 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 20SEP99 17:20:47 PAGE 31 llARNING SECNO= 182.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 182.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 182.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 182.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 188.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 188.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 188.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 193.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 193.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 193.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 193.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 195.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 195.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 195.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 195.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 199.500 PROF I LE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 203.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 203.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 203.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 203.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 207.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 212.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 212.800 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 213.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Kimley-Horn and Associates , Inc. The Seitz Group.(Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc Th e Se itz Grou p Proposed Project Model -Floodplain September, 1999 1******************************************** * HEC-2 WATER SURFACE PROFILES * * * Version 4.6.2; May 1991 * * * * * RUN DATE 16SEP99 TIME 16:05:24 * ******************************************** 16SEP99 16:05:24 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* x x xxxxxxx x x x x x x xxxxxxx xx xx x x x x x x x x xxxxxxx 11-14-95 using erv meyer's file "WOLFAMPR" as a base model and new topo from clarke & windham, secns 124.00, 126.00, xxxxx x x x x x xxxxx 130.90, 135.60, & 145.60 were revised and model rerun to determine limits at these sections. x xxxxx x 9-16-98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge lake. Stations 189.00 -223.20 Modified to match FIS. Appears to be +/-450 ft. added into the NDM stationing At about Station 186.00 Revised 9/1/99 by KHA to remove fill in left bank at 160.20 and 163.00 (MPJ KH This revision was referenced in wolf2r 10/22/98 but not implemented Revised 01/12/99 to correct channel reach length at 124.00-145.60 Revised 09/01/99 for updated topo at sections 171.8-180.40 (KHA) Added sections 166.1, 177.3 & 176.5 per updated topo 09/01/99 (KHA) Revised 09/01/99 to proposed right bank conditions 166.1-179.4 (KHA) T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11 -7-95 T2 PROPOSED CONDITIONS -DEVELOPMENT ALONG RIGHT BANK T3 WOLF PEN CREEK PARK POST PROJECT MULTI PROFILE, FILE:WLF PP Revised 10/22/98 to remove fill in left bank at 160.20 and 163.00 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS 0 2 0 0 .001977 0 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 0 -1 0 0 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 Q IBW 0 0 JS LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 J6 IHLEQ !COPY SUBDIV STRTDS RMILE 16SEP99 16:05:24 xxxxx x x x xxxxx x x xxxxxxx *************************************** * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITED * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 * * * * * *************************************** PAGE THIS RUN EXECUTED 16SEP99 16:05:24 WSEL FQ 0 0 CHNIM !TRACE 0 0 PAGE 2 QT 4 3941 5287 5645 6882 NC 0.09 .075 0.06 0.1 0.3 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE X1 26.30 17 1153 1185 0 0 0 GR 250.0 1000 248.0 1030 246.0 1070 244.0 1100 242.0 1145 GR 240.0 1153 236.0 1156 235.0 1158 235.0 1168 236.0 1173 GR 238.0 1180 240.0 1185 242.0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 X1 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 1325 242.0 1535 GR 240.0 1545 238.0 1550 237.0 1553 238.0 1562 240.0 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1780 GR 260.0 1900 X1 45.60 16 1302 1335 700 500 830 GR 250.0 650 250.0 1018 248.0 1030 246.0 1060 244.0 1285 GR 242.0 1297 240.0 1302 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246.0 1380 250.0 1430 252.0 1460 254.0 1500 GR 256.0 1555 X1 49.20 17 1305 1335 150 300 360 GR 250.0 600 250.0 1015 246.0 1045 246.0 1260 244.0 1300 GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238.0 1320 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 .060 X1 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252.0 1050 250.0 1085 248.0 1200 248.0 1425 GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248.0 1795 250.0 1835 252.0 1870 QT 4 3949 5261 5515 6793 X1 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252.0 1060 250.0 1240 248.0 1280 246.0 1630 GR 240.0 1650 246.0 1670 248.0 1740 250.0 1750 254.0 1810 GR 256.0 1860 NC .065 .065 .060 .3 .5 X1 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266.0 1100 264.0 1300 262.0 1560 260.0 1675 GR 258.0 1790 256.0 1940 250.0 1960 248.0 1968 246.0 1990 GR 245.0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260.0 2430 260.0 2560 260.0 2665 266.0 2850 STATE HIGHWAY 6 WEST LANE, U/S IS MOST RESTRICTIVE (4-10 1 x 8 1 > w•x H' 16SEP99 16:05:24 PAGE 3 ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE X1 70.00 12 1700 1742 100 100 100 GR 270.0 1000 268.0 1095 266.0 1190 264.0 1450 263.85 1700 GR 246. 11 1700 246. 11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 2870 NC .015 SB 1.25 1.5 2.9 0 42 2 320 0 247.32 246. 11 X1 73.70 370 370 370 1.21 X2 1 255.32 263.85 BT 10 1000 270.0 0 1095 268.0 0 1190 266.0 0 BT 1450 264.0 0 1700 263.85 0 1742 263.85 0 2600 BT 264.0 0 2695 266.0 0 2780 268. 0 0 2870 270.0 BT 0 NC .070 .070 .060 SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE X1 75.10 18 1600 1630 100 150 140 GR 270.0 1000 270.0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258.0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 GR 254.0 1765 270.0 1765 270.0 2260 NC . 1 .3 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 77.70 22 1529 1570 190 310 260 GR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257.63 1287 GR 258.00 1299 256.00 1349 254.70 1449 254.50 1503 252. 50 1529 GR 246.30 1534 243.25 1549 246.61 1564 254.01 1570 257. 71 1623 GR 257.35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 GR 263.34 1907 270.0 1907 NC .075 .075 .065 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 80.80 15 1315 1355 320 230 310 GR 270.00 1000 263.4 1000 262.0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 GR 256.0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256. 0 1285 GR 254.0 1360 246.37 1370 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 270.0 1760 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258.0 1290 256.0 1315 254.0 1410 GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 1 16SEP99 16:05:24 PAGE 4 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 88.15 12 1400 1445 280 230 260 GR 270.00 1000 263.6 1140 262.0 1270 260.0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254.0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 SECTION CUTOFF AT SEARS SERVICE CENTER X1 91.90 14 1660 1705 450 200 375 GR 270.00 1470 266.0 1470 264.0 1540 262.0 1565 260.0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 1780 260.0 1815 270.0 1965 SECTION CUTOFF AT SEARS SERVICE CENTER X1 95.00 16 1181 1211 170 350 310 GR 266.01 1000 264.56 1057 263.16 1107 262.36 1157 262.36 1181 GR 253.06 1190 251.96 1207 256.94 1211 257.94 1257 259.44 1357 GR 259.84 1389 268.82 1457 270.32 1507 277.65 1607 282.35 1699 GR 280.36 1780 X1 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1420 260.0 1500 GR 258.0 1595 256.0 1620 254.0 1670 252.58 1675 260.0 1695 GR 262.0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512.5 .025 1567 .5 .045 1675 X1 103.00 14 1512.5 1567.5 150 600 445 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1450 259.0 1480 GR 256.0 1490 255.0 1512.5 254.0 1512.5 254.00 1540 254.0 1567.5 GR 255.0 1567.5 256.0 1582 258.0 1588 270.0 1675 QT 4 3830 5195 5630 6940 AMPHITHEATER DAM NH 4 .045 1296 .025 1374 .045 1408 .075 1584 X1 108.10 14 1310 1374 500 220 510 GR 274.0 1140 267.0 1233 257.0 1278 255.0 1296 255.0 1310 GR 254.0 1310 254.0 1342 254.0 1374 255.0 1374 255 .15 1385 GR 266.0 1408 268.0 1465 269.0 1510 270.0 1584 NC .065 .065 LAKE MODIFIED TO REFLECT SILT NH 4 .075 1130 .045 1374 .025 1634 .045 1755 X1 112.00 16 1486 1634 360 320 390 GR 272.0 1000 270.0 1130 267.0 1318 265.0 1330 265.0 1345 GR 256.00 1374 255.00 1486 254.00 1486 254.0 1560 254.0 1634 GR 255.0 1634 256. 1645 263. 1672 264.0 1685 265.0 1714 GR 271.0 1755 NC .3 .5 LAKE MODIFIED TO REFLECT SILT NH 4 .045 1464 .025 1565 .045 1760 .075 1820 1 16SEP99 16:05:24 PAGE 5 100' D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECTION X1 112.90 15 1473 1565 100 250 90 GR 272.0 1000 267.0 1432 256.0 1464 255.0 1473 254.0 1473 GR 254.0 1540 254.0 1565 255.0 1565 256 .0 1578 265.0 1613 GR 265.0 1650 266.0 1658 269.7 1680 269 .7 1760 272.0 1820 D/S FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION X1 113.90 12 1418 1460 100 100 100 GR 271.21 1000 270.4 1140 269.86 1240 269.32 1340 269.04 1418 GR 254. 19 1418 254. 19 1460 269.04 1460 270.11 1500 271 .00 1600 GR 271 .49 1700 272. 12 1800 NC .015 SB 1.25 1.50 2.9 0 42 2 400 0 255.34 254. 19 X1 116.20 230 230 230 1. 15 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269.86 0 BT 1340 269.32 0 1418 269.04 0 1460 269.04 0 1500 BT 270. 11 0 1600 271.00 0 1700 271.49 0 1800 272.12 BT 0 NC .075 .075 .055 X1 116.70 15 1495 1587 50 50 50 GR 272.06 1000 271.48 1100 270.94 1200 270.4 1300 269.86 1385 GR 269.68 1445 264.0 1495 255.34 1520 255.34 1562 264.0 1587 GR 271.0 1650 271.24 1750 271.87 1850 272.5 1950 272.82 2050 QT 4 3711 5132 5763 7075 NC • 1 .3 X1 119 .20 9 1300 1337 250 250 250 GR 271.48 1000 264.0 1030 262.0 1290 260.0 1300 256. 12 1310 GR 260.0 1337 264.0 1380 268.0 1465 272.5 1510 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 124.00 22 1070 1111 580 300 565 GR 272 1000 270 1003 268 1007 266 1010 264 1014 GR 266 1018 268 1070 266 1073 264 1075 262 10n GR 260 1080 258 1083 256.42 1087 258 1091 260 1097 GR 262 1103 264 1106 266 1111 268 1149 270 1200 GR 272 1243 272 1314 SECTION UPDATED USING LATEST TOPO -NOV 6, 1995 X1 126.00 22 1161 1244 240 180 300 GR 276 1000 274 1005 272 1012 270 1028 268 1059 GR 266 1133 266 1161 264 1177 264 1190 262 1221 GR 260 1225 258 1226 256 1232 258 1237 268 1244 GR 268 1257 268 1273 266 1285 268 1320 270 1341 GR 270 1380 272 1512 1 16SEP99 16:05:24 PAGE 6 NC .090 .090 .075 SECTION UPDATED USING LATEST TOPO -NOV 6, 1995 X1 130.90 21 1010 1099 500 370 750 GR 276 1000 274 1010 272 1020 270 1029 268 1033 GR 266 1049 264 1056 258 1065 258 1082 264 1090 GR 266 1099 268 1149 268 1162 270 1265 272 1425 GR 272 1485 272 1520 274 1565 274 1593 276 1748 GR 278 1823 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11 -6 -95 X1 135.60 24 1860 1920 340 300 835 0 GR 277.5 1000 278 1184 276 1294 272 1321 270 1515 GR 270 1540 268 1550 268 1763 270 1848 270 1860 GR 268 1875 266 1880 263.14 1895 264 1900 266 1905 GR 268 1910 270 1920 272 1930 274 1945 276 1955 GR 278 1975 280 2035 282 2200 284 2290 QT 4 2837 3954 4444 5541 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 X1 145.60 16 1610 1636 410 450 550 GR 280 1090 278 1127 275 1328 273 1580 272 1610 GR 265.95 1624 265.95 1624 266 1627 268 1630 270 1636 GR 272 1725 274 1756 276 1785 278 1814 280 1844 GR 280 1894 SECTION CUTOFF AT XMAS STORE X1 156.40 13 1135 1190 520 600 1080 GR 283.24 1120 283.24 1120 283.24 1120 274.0 1135 272.0 1145 GR 270.0 1150 267.52 1155 270.0 1175 272.0 1190 274.0 · 1260 GR 276.0 1330 278.0 1370 280.0 1480 QT 4 2980 4109 4564 5519 SECTION REVISION IMPLEMENTED 9/1/99 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 160.20 15 1360 1400 250 220 380 GR 282.0 1000 280.0 1065 278.0 1080 276.0 1130 276 .0 1240 GR 274.0 1290 272.0 1360 270.0 1365 266.79 1375 270.0 1385 GR 274.0 1400 276.0 1420 278.0 1470 280.0 1555 282.0 1610 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 163.00 14 1460 1492 350 240 280 GR 284.0 1230 280.0 1230 280.0 1245 278.0 1300 276.0 1460 GR 270.0 1475 268.98 1480 270.0 1485 272.0 1492 274.0 1515 GR 276.0 1600 278.0 1665 280.0 1690 284.0 1745 Section 166.10 Added 09/01/99 BY KHA per ufidated topo Right Channel revised to proposed conditions 09/03/99 BY KHA Mannings n values modified in right bank 09/03/99 BY KHA 16SEP99 16:05:24 PAGE 7 NC .090 .060 .075 X1 166.10 18 1432 1472 200 200 280 GR 288 508 286 799 284 1043 282 1078 280 1098 GR 278 p10 276 1429 274 1432 272 1440 271.0 1456 GR 272 1471 274 1472 276 1474 278 14~6 280 1508 GR 282 1523 284 -1568 293 1569" QT 4 2591 3571 3969 4800 Section 171.80 Revised 09/01/99 BY KHA per updated topo Right Channel revised to proposed conditions 09/03/99 BY KHA SECTION CUTOFF AT CAR WASH X1 171.80 17 1383 1413 200 280 570 GR 286.0 1005 284 1090 282 1260 280 1292 278 1344 GR 276 1383 274 1389 272 1395 271.4 1400 272 1405 GR 2~4 1407 276 1413 278 1422 280 1431 282 1441 GR 283 1479 290 1480 Section 173.30 Added 09/01/99 BY KHA per updated topo Right Channel revised to proposed conditions 09/03/99 BY KHA X1 173.30 22 1355 1386 120 250 140 GR 290 548 288 693 288 905 286 960 286 1066 GR 284 1210 282 1297 280 1324 278 1344 276 1355 GR 274 1359 272 1364 271.5 1370 272 1375 274 1381 GR 276 1386 278 1393 280 1404 282 1434 282.5 1460 GR 288.5 1461 290 1490 Section 175.30 Revised 09/01/99 BY KHA per updated topo Right Channel revised to proposed conditions 09/03/99 BY KHA X1 175 .30 20 1307 1343 210 170 210 GR 290 559 288 839 286 1109 284 1189 282 1213 GR 280 1287 278 1307 276 1317 274 1321 272 1325 GR 271.7 1330 272.0 1334 274 1337 276 1340 278 1343 GR 280 1346 282.0 1351 284 1395 289 .6 1396 290 1430 QT 4 2575 3520 3900 4740 Section 176.50 Added 09/01/99 BY KHA per updated topo Right Channel revised to proposed conditions 09/03/99 BY KHA X1 176.50 19 1175 1234 90 150 145 GR 290 470 288 622 286 1033 284 1113 282 1143 GR 280 1175 278 1185 276 1195 274 1201 273.2 1206 GR 274 1212 276 1218 278 1225 280 1234 282 1264 GR 283 1283 284 1296 285 1309 286 1322 Section 179.40 Revised 09/01/99 BY KHA per updated topo Mannings n values in right bank specified to original value 09/03/99 NC .090 .090 .075 .3 .5 100' D/S OF BOX CULVERT ON TEXAS AVENUE X1 179.40 19 1086 1162 220 260 265 GR 290 706 288.9 766 288.0 856 286.0 1026 284.0 1079 GR 282 1086 280.0 1095 278 1109 276 1118 274 1124 GR 273.5 1130 274 1135 276 1139 278 1144 280 1156 GR 282 1162 284.0 1172 286 1497 288 1501 1 16SEP99 16:05:24 PAGE 8 D/S FACE BOX CULVERTS ON TEXAS AVENUE X1 180.40 11 1235 1266.3 160 60 100 GR 290.0 800 289.4 1000 286.6 1235 273. 01 1235 273.01 1266.3 GR 286.5 1266.3 286.0 1410 286.0 1500 286.4 1590 287.2 1625 GR 290.5 1640 NC .015 SB 1.25 1.5 2.9 0 31.3 1.3 300 0 273. 01 273.01 X1 181.12 112 112 112 X2 1 283.01 286.6 BT 9 800 290.0 0 1000 286.6 0 1235 286.75 0 BT 1266.3 286.75 0 1410 286.6 0 1500 286.6 0 1590 BT 286.8 0 1625 287.2 0 1640 290.5 0 NC .065 .065 .055 • 1 .3 NDM STATION 186.00 100 1 U/S BOX CULVERTS X1 182.40 11 1185 1270 100 100 100 GR 290.0 800 289.4 1000 286.6 1150 286.0 1185 273.8 1207 GR 273.8 1215 284.0 1250 286.0 1270 288.0 1300 288.0 1555 GR 290.0 1620 NDM STATION 189.00 X1 185.50 12 1370 1435 260 390 300 GR 295.0 1000 295.0 1310 288.0 1310 286.0 1370 276.3 1400 GR 276.3 1403 288.0 1435 290.0 1470 292.0 1545 294.0 1660 GR 298.0 1840 300.0 1880 NDM STATION 191.50 X1 188.00 8 1425 1490 150 270 250 GR 290.0 1060 288.0 1370 286.0 1425 276.75 1462 286.0 1490 GR 288.0 1500 290.0 1510 300.0 1765 QT 4 2560 3464 3855 4675 NDM STATION 194.30 X1 190.80 13 1235 1280 230 200 280 GR 295.0 1175 288.0 1185 286.0 1235 277.5 1258 277.5 1262 GR 284.0 1280 286.0 1355 290.0 1395 292.0 1435 294.0 1490 GR 296.0 1530 298.0 1585 300.0 1610 NC .075 NDM STATION 197.00 X1 193.50 12 1252 1297 275 320 270 GR 295.0 1210 289.0 1210 288.0 1240 286.0 1252 278.1 1275 GR 286.0 1297 288.0 1320 290.0 1345 294.0 1410 296.0 1490 GR 298.0 1570 300.0 1610 NDM STATION 199.00 16SEP99 16:05:24 PAGE 9 X1 195.50 12 1292 1380 200 150 200 GR 295.0 1260 288.0 1260 280.0 1311 279.0 1315 280.0 1322 GR 286.0 1340 288.0 1355 290.0 1380 292.0 1500 296.0 1560 GR 298.0 1620 300.0 1690 NC .085 .085 .050 QT 4 1050 1391 1536 1830 NDM STATION 201.00 X1 197.50 13 1290 1350 380 130 200 GR 300.0 1160 293.5 1170 292.0 1230 290.0 1255 286.0 1275 GR 284.0 1290 280.5 1320 282.0 1330 284.0 1350 290.0 1380 GR 296.0 1470 298.0 1610 300.0 1655 NDM STATION 203.00 X1 199.50 10 1230 1290 150 230 200 GR 300.0 1140 293.5 1150 292.0 1170 286.0 1230 282.0 1260 GR 286.0 1290 296.0 1380 298.0 1415 300.0 1455 302.0 1520 NDM STATION 207.00 X1 203.50 12 1355 1375 320 410 400 GR 300.0 1000 298.0 1015 296.0 1100 296.0 1285 294.0 1285 GR 288.0 1355 286.1 1370 286.0 1375 294.0 1410 296.2 1410 GR 298.0 1792 300.0 1800 NDM STATION 209.00 X1 205.50 14 1198 1215 180 130 225 GR 300.0 1000 298.0 1080 294.0 1140 292.0 1160 290.0 1180 GR 288.0 1198 287.0 1205 288.0 1215 290.0 1225 294.0 1250 GR 296.0 1275 298.0 1300 298.0 1380 300.0 1390 NDM STATION 210.80 X1 207.30 10 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 1158 296.0 1168 290.0 1185 GR 287.5 1195 290.0 1210 296.0 1233 300.0 1250 302.0 1400 NC .3 .5 NDM STATION 213.30 X1 209.80 10 1250 1265 250 240 250 GR 306.0 1000 304.0 1061 302.0 1140 300.0 1180 298.0 1197 GR 290.0 1250 289.0 1255 290.0 1265 300.0 1265 300.8 1430 NDM STATION 215.30 X1 211 .80 12 1295 1310 150 180 200 GR 310.0 1000 308.0 1060 306.0 1100 304.0 1190 300.0 1265 GR 294.0 1295 291 .0 1308 294.0 1310 298.0 1345 300.0 1360 GR 300.7 1380 300.8 1580 NDM STATION 215.90 16SEP99 16:05:24 PAGE 10 X1 212.40 18 1101.9 1114. 1 90 30 60 GR 308. 1 820 308.0 830 304.0 1000 302.0 1070 298.0 1086 GR 290.96 1101. 9 290.96 1102 290.96 1102.8 290.96 1105 290.96 1108 GR 290.96 1111 290.96 1113.2 290.96 1114 290.96 1114. 1 298.0 1129 GR 300.6 1175 300.6 1210 320.0 1210. 1 NC .024 SB 1.25 1.5 2.9 0 8.5 0 55 0 290.96 290.96 NDM STATION 216.30 X1 212.80 40 40 40 X2 1 297.46 300.60 BT 18 820 308.1 0 830 308.0 0 1000 304.0 0 BT 1070 302.0 0 1086 301.3 0 1101 .9 300.6 0 1102 BT 300.6 0 1102.8 300.6 0 1105 300.6 0 1108 300.6 BT 0 1111 300 .6 0 1113.2 300.6 0 1114 300.6 0 BT 1114. 1 300.6 0 1129 300.6 0 1175 300.6 0 1210 BT 300.6 0 1210.1 320.0 0 NC .050 .050 .045 NDM STATION 216.50 X1 213.00 13 1315 1345 20 20 20 GR 308.1 1000 308.0 1055 306.0 1135 304.0 1190 302.0 1225 GR 300.0 1300 298.0 1315 292.5 1330 292.5 1338 298.0 1345 GR 300.0 1380 300.0 1395 320.0 1395 NDM STATION 219.20 X1 215.70 13 1225 1255 230 290 270 GR 307.0 1000 306.0 1055 304.0 1190 302.0 1205 298.0 1225 GR 294.0 1240 296.0 1250 298.0 1255 300 .0 1275 302.0 1340 GR 306.0 1380 308.0 1395 310.0 1420 NC • 1 .3 NDM STATION 221.10 X1 217.60 14 1150 1210 300 300 190 GR 305.9 1000 306.0 1030 306.0 1085 304.0 1150 300.0 1170 GR 296.2 1175 296.2 1185 298.0 1195 300.0 1200 302.0 1210 GR 304.0 1230 306.0 1245 308.0 1265 310.0 1290 NDM STATION 223.20 X1 219.70 9 1085 1120 170 210 210 GR 306.0 1000 304.0 1055 302.0 1085 300.0 1090 297.0 1100 GR 300.0 1115 302.0 1120 308.0 1150 310.0 1170 1 16SEP99 16:05:24 PAGE 11 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 16SEP99 16:05:24 PAGE 12 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 50-YR.FLD.-HYPOTHETICAL STORM --W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 1 1 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q 0 3 0 0 .001977 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW 2 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 16SEP99 16:05:24 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11 -7-95 T2 EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q 4 0 .001799 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW 3 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) JS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 16SEP99 16:05:24 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 500-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NJNV !DIR STRT METRIC HVINS 0 5 0 .001977 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 15 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 16SEP99 16:05:24 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* Q IBW WSEL FQ CHNIM !TRACE WSEL FQ 247.44 CHNIM !TRACE WSEL FQ CHNJM !TRACE THIS RUN EXECUTED 16SEP99 NOTE-ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WOLF PEN CREEK PARK POST SUMMARY PRINTOUT TABLE 150 SECNO 26.300 26.300 26.300 XLCH .00 .00 .00 ELTRD .00 .00 .00 ELLC .00 .00 .00 ELM IN 235.00 235.00 235.00 Q 3941.00 5287.00 5645.00 CWSEL 246.50 247.14 247.44 CRIWS 244.81 245.45 245.43 EG 246.67 247.31 247.59 10*KS 19.94 20. 16 17.99 VCH 4.85 5.08 4.89 PAGE 13 PAGE 14 PAGE 15 16:05:26 AREA .01K 1809.68 882.60 2290.71 1177.49 2519.74 1330.93 26.300 .00 .00 .00 235.00 6882.00 247.82 246.01 247.99 19.80 5.25 2824.26 1546.57 * 37.300 1100.00 .00 .00 237.00 3941.00 247.50 243.79 247.56 8.68 2.97 2336.41 1337.28 * 37 .300 1100.00 .00 .00 237.00 5287.00 248.19 244.27 248.27 10.23 3.39 2732.00 1652.61 37.300 1100.00 .00 .00 237.00 5645.00 248.42 244.36 248.50 10.23 3.45 2869.83 1764.80 37.300 1100.00 .00 .00 237.00 6882.00 248.90 244.69 249.00 11.64 3.80 3179.17 2017.00 * 45.600 830.00 .00 .00 237.50 3941.00 248.31 245.89 248.53 21.04 5.21 1486.74 859.11 * 45.600 830.00 .00 .00 237.50 5287.00 249. 12 246.79 249.37 23.10 5.75 1799.84 1099.92 * 45.600 830.00 .00 .00 237.50 5645.00 249.34 246.85 249.59 23.17 5.83 1889. 16 1172. 78 * 45.600 830.00 .00 .00 237.50 6882.00 249.92 247.27 250.21 25.09 6.28 2125.59 1373.81 49.200 360.00 .00 .00 237.70 3941.00 248.96 247.33 249.22 31.34 5.80 1361.12 703.94 49.200 360.00 .00 .00 237.70 5287.00 249.79 247.84 250.06 31.84 6.20 1681.42 936.99 49.200 360.00 .00 .00 237.70 5645.00 250.01 247.99 250.28 31.61 6.26 1769.45 1004.08 49.200 360.00 .00 .00 237.70 6882.00 250.63 248.35 250.89 30.89 6.44 2268.35 1238.16 55.000 580.00 .00 .00 239.00 3941.00 250. 17 248.59 250.27 17.59 3.95 2028.40 939.75 * 55.000 580.00 .00 .00 239.00 5287.00 250.93 248.93 251.03 15.57 3 .95 2613.57 1340.01 * 55.000 580.00 .00 .00 239.00 5645.00 251.13 248.96 251. 22 15.07 3.95 2767. 12 1454.36 * 55.000 580.00 .00 .00 239.00 6882.00 251 .69 249.29 251. 79 14.43 4.02 3219.31 1811.46 61 .000 600.00 .00 .00 240.00 3949.00 250.81 248.48 250.89 12.89 3.40 2037.71 1099.77 61.000 600.00 .00 .00 240.00 5261.00 251.52 248.79 251.61 13.44 3.68 2484.67 1435.10 61 .000 600.00 .00 .00 240.00 5515.00 251.69 248.86 251. 78 13.06 3.68 2603. 18 1526.08 61.000 600.00 .00 .00 240.00 6793.00 252.24 249. 12 252.35 13.66 3.92 2995.76 1837.73 * 69.000 800.00 .00 .00 245.00 3949.00 253.20 252.24 254.76 153.97 10.22 413.29 318.25 * 69.000 800.00 .00 .00 245.00 5261. 00 253.94 253.29 256.05 181.03 11.94 479.46 391.01 * 69.000 800.00 .00 .00 245.00 5515.00 254.06 253.47 256.27 186.79 12.27 490.48 403.53 * 69.000 800.00 .00 .00 245.00 6793.00 254.62 254.47 257.37 211. 16 13.74 544.48 467.47 16SEP99 16:05:24 PAGE 16 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 70.000 100.00 .00 .00 246. 11 3949.00 254.69 252.59 256.56 175.96 10.96 360.37 297.70 70.000 100.00 .00 .00 246. 11 5261. 00 255.69 253.95 258.34 226. 13 13.08 402.32 349.85 70.000 100.00 .00 .00 246. 11 5515.00 255.86 254.20 258.67 236.18 13.47 409.40 358.86 70.000 100.00 .00 .00 246. 11 6793.00 256.63 255.43 260.30 287.26 15.37 441.84 400.79 * 73. 700 370.00 263.85 255.32 247.32 3949.00 256.67 .00 258.24 8.54 10.05 392.78 1351.23 * 73.700 370.00 263.85 255.32 247.32 5261.00 260.60 .00 261.98 5.54 9.43 557.90 2236.05 * 73.700 370.00 263.85 255.32 247.32 5515.00 261 .43 .00 262.77 5.13 9.31 592.62 2433.76 * 73.700 370.00 263.85 255.32 247.32 6793.00 262.62 .00 264.36 6.21 10.57 642.75 2725.04 75. 100 140.00 .00 .00 245.93 3949.00 258.60 255.37 258.81 16.14 4.85 1310.09 982.87 75. 100 140.00 .00 .00 245.93 5261 .00 262.36 256.09 262.45 5.38 3.37 2473.95 2268.25 75. 100 140.00 .00 .00 245.93 5515.00 263. 14 256.12 263.22 4.44 3.16 2740.67 2617.98 75. 100 140.00 .00 .00 245.93 6793.00 264.84 256.79 264.92 3.86 3.15 3318.76 3456.92 77.700 260.00 .00 .00 243.25 3949.00 259.00 252. 71 259.11 8.64 3.58 2082.66 1343.46 * 77.700 260.00 .00 .00 243.25 5261.00 262.50 256.06 262.53 2.12 2.08 4416.48 3612.23 * 77.700 260.00 .00 .00 243.25 5515.00 263.26 256.30 263.29 1.66 1.90 4973.46 4274.28 * 77.700 260.00 .00 .00 243.25 6793.00 264.95 257. 16 264.97 1.28 1. 78 6447.81 6007.25 80.800 310.00 .00 .00 246.39 3949.00 259.32 256.48 259.46 15.60 4.02 1610.14 999.78 80.800 310.00 .00 .00 246.39 5261.00 262.58 257.00 262.62 4.27 2.53 3575.24 2544.56 80.800 310.00 .00 .00 246.39 5515.00 263.32 257. 11 263.36 3.20 2.26 4188.62 3083.44 80.800 310.00 .00 .00 246.39 6793.00 264.99 257.52 265.02 2.24 2.04 5611. 76 4542.13 * 83.600 280.00 .00 .00 246.37 3949.00 259.76 257 .49 260.08 36.93 5.86 1109.63 649.79 * 83.600 280.00 .00 .00 246.37 5261.00 262.69 258.44 262.78 9.39 3.53 2653.99 1716.53 * 83.600 280.00 .00 .oo 246.37 5515.00 263.40 258.50 263.47 6.80 3.12 3163.33 2115. 17 83.600 280.00 .00 .00 246.37 6793.00 265.05 259. 14 265. 10 4.31 2.68 4405. 14 3271.72 85.550 195.00 .00 .00 246.64 3949.00 260.56 257.53 260.77 30.56 4.64 1179.64 714.34 85.550 195.00 .00 .00 246.64 5261 .00 262.91 258.25 263.02 13.39 3.66 2157.81 1437.62 85.550 195.00 .00 .00 246.64 5515.00 263.56 258.36 263.66 10.37 3.36 2511.86 1712.22 85.550 195.00 .00 .00 246.64 6793.00 265. 15 258.99 265.22 6.92 3.01 3460.20 2583.24 88.150 260.00 .00 .00 246.61 3949.00 261.33 258.01 261 .54 28.50 4.43 1159.04 739.69 88.150 260.00 .00 .00 246.61 5261.00 263.27 258.57 263.43 17.04 3.96 1808.51 1274.64 88.150 260.00 .00 .00 246.61 5515.00 263.85 258.76 263.98 13.86 3. 71 2063.99 1481.26 88. 150 260.00 .00 .00 246.61 6793.00 265.34 259.40 265.46 10.12 3.47 2787.95 2135.08 91.900 375.00 .00 .00 247.49 3949.00 262 .23 259.26 262.42 27.35 4.42 1216.56 755.07 91.900 375.00 .00 .00 247.49 5261.00 263.84 259.84 264.01 19.27 4. 19 1714.31 1198.46 91.900 375.00 .00 .00 247.49 5515.00 264.32 259.87 264.47 16.59 4.01 1877.41 1353.96 91.900 375.00 .00 .00 247.49 6793.00 265.70 260.47 265.84 13.22 3.89 2409.00 1868.44 95.000 310.00 .00 .00 251.96 3949.00 263.15 260.51 263.36 31.82 4.84 1164.29 700.05 95.000 310.00 .00 .00 251. 96 5261. 00 264.50 261.13 264.70 24.57 4.68 1620.03 1061.27 95.000 310.00 .00 .00 251.96 5515.00 264.89 261.17 265.08 21.66 4.51 1766.20 1184.97 95.000 310.00 .00 .00 251.96 6793.00 266.15 261.53 266.31 17.07 4.31 2282.49 1644.08 16SEP99 16:05:24 PAGE 17 SEC NO XLCH ELTRO ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 98.550 355.00 .00 .00 252.58 3949.00 263.80 259.47 263.89 12.38 3.12 1819.29 1122.31 * 98.550 355.00 .00 .00 252.58 5261.00 265.05 260.10 265.13 10.33 3.14 2472.67 1637.24 * 98.550 355.00 .00 .00 252.58 5515.00 265.38 260.23 265.46 9 ~38 3.06 2671.45 1800.44 * 98.550 355.00 .00 .00 252.58 6793.00 266.55 260.77 266.62 7.68 2.99 3427.56 2452.01 * 103.000 445.00 .00 .00 254.00 3949.00 263.85 258.82 264.11 3.36 4.89 1273.37 2155.67 * 103.000 445.00 .00 .00 254.00 5261.00 265.05 259.70 265.37 3.61 5.47 1656.57 2768.98 * 103.000 445.00 .00 .00 254.00 5515.00 265.38 259.86 265.69 3.48 5.48 1774.92 2954.63 * 103.000 445.00 .00 .00 254.00 6793.00 266.52 260.64 266.85 3.42 5.79 2231.36 3670.97 108.100 510.00 .00 .00 254.00 3830.00 264.05 258. 16 264.25 2.24 4.06 1208.99 2557. 13 108.100 510.00 .00 .00 254.00 5195.00 265.24 258.96 265.52 2.73 4.83 1402.09 3145.49 108.100 510.00 .00 .00 254.00 5630.00 265.54 259.19 265.84 2.91 5.07 1451.35 3300.06 108.100 510.00 .00 .00 254.00 6940.00 266.65 259.87 267.01 3.14 5.60 1646.89 3916.73 * 112.000 390.00 .00 .00 254.00 3830.00 264.25 256.63 264.28 .30 1.51 2842.64 7038.64 * 112.000 390.00 .00 .00 254.00 5195.00 265.52 257.05 265.57 .35 1.79 3312.48 8734.65 * 112.000 390.00 .00 .00 254.00 5630.00 265.85 257.18 265.89 .37 1.87 3439.51 9197.65 * 112.000 390.00 .00 .00 254.00 6940.00 267.02 257.54 267.07 .40 2.06 3909.94 10969.99 * 112.900 90.00 .00 .00 254.00 3830.00 264.20 257.66 264.35 1.50 3.38 1357.97 3126.80 * 112.900 90.00 .00 .00 254.00 5195.00 265.45 258.41 265.66 1.81 4.01 1592.26 3858.79 * 112.900 90.00 .00 .00 254.00 5630.00 265.76 258.63 266.00 1.92 4.20 1661.39 4061.22 * 112.900 90.00 .00 .00 254.00 6940.00 266.92 259.27 267. 19 2.05 4.61 1922.05 4852.52 * 113.900 100.00 .00 .00 254.19 3830.00 263.66 260.53 265. 10 69.70 9.63 397.75 458.76 * 113.900 100.00 .00 .oo 254.19 5195.00 264.59 261.97 266.79 97.74 11.90 436.72 525.48 * 113.900 100.00 .00 .00 254. 19 5630.00 264.78 262.39 267.27 108.87 12.66 444.81 539.59 * 113.900 100.00 .00 .00 254. 19 6940.00 265.59 263.63 268.85 133.90 14.50 478.75 599.76 * 116.200 230.00 269.04 265.34 255.34 3830.00 264.12 .00 265.79 9.65 10.38 368.98 1232.91 * 116.200 230.00 269.04 265.34 255.34 5195.00 266.67 .00 268.52 8.48 10.92 475.84 1783.65 * 116.200 230.00 269.04 265.34 255.34 5630.00 267.37 .00 269.30 8.38 11.14 505.46 1944.32 * 116.200 230.00 269.04 265.34 255.34 6940.00 267.90 .00 270.59 11.27 13.15 527.73 2067.11 * 116. 700 50.00 .00 .00 255.34 3830.00 265.85 260.88 266.25 22.32 5.07 781. 14 810.76 116. 700 50.00 .00 .00 255.34 5195.00 268.66 261. 99 269.02 14.05 4.90 1202.87 1385.87 116.700 50.00 .00 .00 255.34 5630.00 269.48 262.30 269.82 12.55 4.86 1351 .52 1589.33 116. 700 50.00 .00 .00 255.34 6940.00 271.00 263. 15 271.35 11.36 5.01 1834.02 2059.19 119.200 250.00 .00 .00 256.12 3711.00 266.59 264.39 266.73 15.41 4.35 1586.84 945.20 * 119.200 250.00 .00 .00 256.12 5132.00 269.19 264.80 269.26 6.27 3.31 2744.26 2049.42 * 119. 200 250.00 .00 .00 256.12 5763.00 269.97 265.06 270.04 5.46 3.23 3113.62 2466.21 * 119.200 250.00 .00 .00 256.12 7075.00 271.47 265.42 271.54 4.41 3.15 3846.30 3368.53 * 124.000 565.00 .00 .00 256.42 3711.00 268.26 268.26 269.99 151.00 11. 21 433.88 302.00 * 124.000 565.00 .00 .00 256.42 5132.00 269.64 269.37 271.15 117 .22 11. 13 666.09 474.01 * 124.000 565.00 .00 .00 256.42 5763.00 270.32 269.67 271.64 98.02 10.72 799.74 582.08 * 124.000 565.00 .00 .00 256.42 7075.00 271. 71 270.49 272.73 68.69 9.86 1105.34 853.66 16SEP99 16:05:24 PAGE 18 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 126.000 300.00 .oo .00 256.00 3711.00 270.67 266.77 270.82 13.08 3.70 1451.31 1026.00 * 126.000 300.00 .00 .00 256.00 5132.00 271. 75 267.88 271.92 13.11 4.03 1929.59 1417.57 * 126.000 300.00 .00 .00 256.00 5763.00 272.20 268.27 272.37 12.91 4. 13 2146.31 1603.72 * 126.000 300.00 .00 .00 256.00 7075.00 273.16 268.88 273.33 11.66 4.18 2631.88 2072.12 130.900 750.00 .00 .00 258.00 3711.00 271.88 267.26 272.05 25.40 3.83 1361.50 736.29 130.900 750.00 .00 .00 258.00 5132.00 272.92 268.85 273.09 25.36 4.00 1887.25 1019.11 130.900 750.00 .00 .oo 258.00 5763.00 273.34 269.32 273.50 25.00 4.04 2104.60 1152.52 130.900 750.00 .00 .00 258.00 7075.00 274.18 270.14 274.34 23.24 4.04 2569.91 1467.62 * 135.600 835.00 .00 .00 263. 14 3711.00 272.95 269.73 272.99 12.71 2.33 2311.16 1041. 11 * 135.600 835.00 .00 .00 263.14 5132.00 273.90 270.13 273.96 12.20 2.51 2912.82 1469 .18 * 135.600 835.00 .00 .00 263. 14 5763.00 274.29 270.30 274.34 12. 10 2.59 3153.10 1656.70 * 135 .600 835.00 .00 .00 263. 14 7075.00 275.05 270.61 275 .11 11.69 2.72 3645.87 2068.94 * 145.600 550.00 .00 .00 265.95 2837.00 274.49 273.60 274.89 117.86 6.79 715 .62 261.32 * 145.600 550.00 .00 .00 265.95 3954.00 275.28 274.30 275.63 98.98 6.75 1047.63 397.43 * 145.600 550.00 .00 .00 265.95 4444.00 275.59 274.48 275.92 90.36 6.64 1198.26 467.51 * 145.600 550.00 .00 .00 265.95 5541 .00 276.51 274.89 276.75 59.24 5.84 1690.64 719.90 * 156.400 1080.00 .00 .00 267.52 2837.00 278.04 274.61 278.19 24 .14 3.73 1045 .13 577.37 * 156.400 1080.00 .00 .00 267.52 3954.00 278.90 275.45 279.10 28.17 4.32 1275 .47 745.02 * 156.400 1080.00 .00 .00 267.52 4444.00 279.21 275.64 279.42 29.93 4.56 1368.60 812.32 156.400 1080.00 .00 .00 267.52 5541.00 279.77 276.36 280.03 34.34 5.09 1552.61 945.62 160.200 380.00 .00 .00 266.79 2980.00 278 .71 275.22 278.80 16.70 3.30 1485.75 729.32 160.200 380 .00 .00 .00 266.79 4109.00 279.63 276.21 279.73 16.94 3.56 1900 .43 998.33 160.200 380.00 .00 .00 266.79 4564.00 279.97 276.56 280.07 16.95 3.64 2061.11 1108 .48 * 160.200 380.00 .00 .00 266.79 5519.00 280.60 276.96 280. 71 17 .05 3.81 2378.05 1336.54 163.000 280.00 .00 .00 268.98 2980.00 279.32 276. 71 279.43 25.87 3.85 1316.42 585.85 163.000 280 .00 .00 .00 268.98 4109.00 280.23 277.33 280.35 24.31 4.02 1720.72 833.35 163.000 280.00 .00 .00 268.98 4564.00 280.56 277.61 280.68 23.80 4.07 1874.14 935.47 163.000 280.00 .00 .00 268.98 5519.00 281.18 277.99 281.31 23 .20 4.20 2168.16 1145.84 166.100 280.00 .00 .00 271.00 2980.00 280 .04 278.18 280.32 45.05 5.27 975.33 444.00 166.100 280.00 .00 .00 271.00 4109.00 280.89 279.06 281.15 41.52 5.41 1330.75 637.71 166.100 280.00 .00 .00 271.00 4564.00 281.20 279.24 281 .45 40.26 5.45 1462.97 719 .33 166.100 280.00 .00 .00 271.00 5519.00 281. 79 279.77 282.04 38.27 5.53 1721.42 892.08 171.800 570.00 .00 .00 271 .40 2591.00 281.86 279.28 282.15 44.21 5.26 697.54 389.68 171.800 570.00 .00 .00 271.40 3571.00 282.60 280.30 282.96 52.37 6.06 853.39 493.45 171.800 570.00 .00 .00 271.40 3969.00 282.87 280.42 283.25 54.76 6.31 925.19 536.37 171.800 570.00 .00 .00 271.40 4800.00 283 .37 281.07 283. 79 58.02 6.73 1084.97 630.18 173.300 140.00 .00 .00 271.50 2591.00 282 .47 279.33 282.87 47.45 5.85 590.09 376. 14 173.300 140 .00 .00 .00 271.50 3571.00 283.33 280.65 283.80 53.06 6.56 764.39 490.24 173.300 140.00 .00 .00 271.50 3969.00 283.63 281.02 284.12 54.77 6.80 832 .21 536.29 173.300 140.00 .00 .00 271 .50 4800.00 284.19 281.76 284.72 57.44 7.20 970.90 633.35 16SEP99 16 :05:24 PAGE 19 SECNO XLCH ELTRD ELLC ELM IN Q CIJSEL CRllJS EG 10*KS VCH AREA .01K 175 .300 210.00 .00 .00 271.70 2591.00 283.49 280.37 283.85 47.27 5.57 659.49 376 .87 175.300 210 .00 .00 .00 271. 70 3571.00 284.45 281.85 284.85 49 .09 6.07 858.09 509.66 175 .300 210 .00 .00 .00 271. 70 3969.00 284.78 282.26 285. 19 49.63 6.24 934.35 563.38 175.300 210 .00 .00 .00 271.70 4800.00 285 .39 283.10 285.82 50.94 6.57 1085 .72 672.55 176.500 145.00 .00 .00 273.20 2575.00 284. 15 280.58 284.40 34.58 4 .40 715.59 437.92 176.500 145.00 .00 .00 273.20 3520.00 285. 12 281. 75 285.41 35 .17 4.81 924.73 593.55 176.500 145.00 .00 .00 273.20 3900.00 285.46 282. 18 285. 75 35.24 4.94 1009 .59 656.97 176.500 145.00 .00 .00 273.20 4740.00 286.07 282.84 286.39 36.22 5.24 1182.51 787.57 179.400 265.00 .00 .00 273 .50 2575.00 285.06 280.79 285.35 36.20 4.41 697.35 427 .99 179.400 265.00 .00 .00 273.50 3520.00 286.04 281. 72 286.35 36.09 4.78 1074.51 585.97 179.400 265.00 .00 .00 273.50 3900.00 286.37 282.02 286.66 34 .74 4.82 1234.87 661.66 179.400 265.00 .00 .00 273.50 4740.00 287.02 282.67 287.29 31.99 4.85 1580.18 838.0 1 * 180.400 100.00 .00 .00 273.01 2575 .00 285.41 278 .93 286.10 84.96 6.63 388.26 279.36 * 180.400 100.00 .00 .00 273.01 3520.00 286.33 280.33 287.40 127.72 8.35 473.63 311.46 * 180.400 100.00 .00 .00 273.01 3900.00 286.62 280.82 287.76 138.02 8.76 572.42 331.96 * 180.400 100.00 .00 .00 273.01 4740.00 287.24 286.85 288.31 136.47 8.97 826.89 405.76 * 181 .120 112.00 286.60 283.01 273.01 2575.00 286.29 .00 286.88 2.81 6.19 462.46 1535.54 * 181.120 112.00 286.60 283.01 273.01 3520.00 286.43 .00 287 .51 5.09 8.35 502 .68 1559.84 * 181. 120 112.00 286.60 283.01 273.01 3900.00 286 .43 .00 287. 76 6.24 9.25 505.97 1561.72 * 181.120 112.00 286.60 283 .01 273.01 4740.00 286.30 .00 288.31 9 .50 11.37 465.55 1537 .56 * 182.400 100 .00 .00 .00 273.80 2575 .00 286.73 281.45 287.05 24.61 4.56 581.89 519.05 * 182.400 100.00 .00 .00 273.80 3520.00 287.27 282.61 287.76 34.46 5.68 666 .22 599.62 * 182.400 100.00 .00 .00 273.80 3900.00 287.50 283.07 288.05 37.48 6.05 707.76 637.00 * 182.400 100.00 .00 .00 273.80 4740.00 288.04 283.87 288.70 41.44 6.67 832 .41 736.35 185.500 300.00 .00 .00 276.30 2575.00 287.64 284.41 288.23 48.98 6.23 444.17 367.95 185.500 300.00 .00 .00 276.30 3520.00 288.45 285.67 289.23 58.21 7.29 544.44 461.36 185.500 300 .00 .00 .00 276.30 3900.00 288.75 285.92 289.59 59.98 7.62 586.10 503.55 185. 500 300.00 .00 .00 276.30 4740.00 289.38 286.98 290.34 62.89 8.24 676.60 597.72 188.000 250.00 .00 .00 276.75 2575.00 288.71 284.78 289.07 24.99 4.97 629.08 515.07 * 188.000 250.00 .00 .00 276.75 3520.00 289.73 285. 91 290.09 24.16 5.32 958.32 716 .20 * 188.000 250.00 .00 .00 276.75 3900.00 290.08 286.14 290.43 23.22 5.36 1111.01 809.42 * 188.000 250.00 .00 .00 276 .75 4740.00 290.80 287.05 291. 11 20.27 5.29 1444.74 1052.74 190.800 280.00 .00 .00 277.50 2560.00 289.38 286.18 289.57 14.35 4.07 885.08 675.74 190.800 280.00 .00 .00 277.50 3464.00 290.38 286.96 290.58 14.83 4.46 1095 .70 899.54 190.800 280.00 .00 .00 277.50 3855.00 290.70 287.21 290.92 15.44 4.66 1168.31 981. 19 190.800 280.00 .00 .00 277.50 4675.00 291.33 287.64 291.58 16 .50 5.02 1315.52 1150.97 * 193.500 270.00 .00 .00 278.10 2560.00 289.79 286.80 290.34 39.38 6.38 504. 19 407.95 * 193.500 270.00 .00 .00 278.10 3464.00 290.77 288.17 291.42 41.61 7 .10 640.90 537.03 * 193.500 270.00 .00 .00 278.10 3855.00 291. 10 288.68 291.80 43.27 7.42 690.57 586.04 * 193.500 270.00 .00 .00 278.10 4675 .00 291.73 289.53 292.52 46.17 8.02 791. 16 688.03 16SEP99. 16:05:24 PAGE 20 SECNO XLCH ELTRD ELLC ELMIN Q CIJSEL CRllJS EG 10*KS VCH AREA .01K * 195.500 200.00 .00 .00 279.00 2560.00 290.67 285.95 290.88 18.47 3.66 711.24 595.65 * 195.500 200.00 .00 .00 279.00 3464.00 291. 71 286.91 291.97 19.04 4.13 910.89 793.83 * 195.500 200.00 .00 .00 279.00 3855.00 292.09 287.27 292.36 19 .39 4.30 997.99 875.50 * 195.500 200.00 .00 .00 279.00 4675.00 292.80 287.94 293.11 19.71 4.60 1174.68 1053.09 197.500 200.00 .00 .00 280.50 1050.00 290.93 284.44 290.97 1.89 1. 71 792.55 762.98 197.500 200.00 .00 .00 280.50 1391.00 292.02 284.89 292.07 2.06 1.93 973.85 969.90 197.500 200.00 .00 .00 280.50 1536.00 292.41 285.07 292.47 2.13 2.01 1049.35 1052. 71 197.500 200.00 .00 .00 280.50 1830.00 293.16 285.42 293.22 2.23 2. 16 1216.21 1224.31 * 199.500 200.00 .00 .00 282.00 1050.00 290.97 286.09 291.03 3.99 2.15 652.55 525.58 199.500 200.00 .00 .00 282.00 1391.00 292.06 286.55 292.14 3.92 2.35 833. 14 702.80 199.500 200.00 .00 .00 282.00 1536.00 292.46 286. 74 292.53 3.91 2.43 904.02 776.62 199.500 200.00 .00 .00 282.00 1830.00 293.21 287.10 293.29 3.89 2.56 1048.06 928.29 * 203.500 400.00 .00 .00 286.00 1050.00 291.88 290.45 292.34 56.83 6.59 264.89 139.28 * 203.500 400.00 .00 .00 286.00 1391.00 292.81 291.07 293.28 48.66 6.83 356. 71 199.41 * 203.500 400.00 .00 .00 286.00 1536.00 293.16 291.30 293.63 46.47 6.93 394.67 225.33 * 203.500 400.00 .00 .00 286.00 1830.00 293.83 291.74 294.30 42.53 7.09 473.03 280.60 205.500 225.00 .00 .00 287.00 1050.00 292.98 291.47 293.38 47.71 6.35 276.92 152.02 205.500 225.00 .00 .00 287.00 1391.00 293.78 292.07 294.20 45.34 6.78 356. 16 206.58 205.500 225.00 .00 .00 287.00 1536.00 294.08 292.28 294.52 44.29 6.92 389.75 230.79 205.500 225.00 .00 .00 287.00 1830.00 294.68 292.70 295. 12 41.53 7.09 461.53 283.96 207.300 180.00 .00 .00 287.50 1050.00 293. 75 292.52 294.56 77.25 7.54 172.09 119.46 207.300 180.00 .00 .00 287.50 1391.00 294.44 293.24 295.45 84.10 8.57 207. 71 151.68 207.300 180.00 .00 .00 287.50 1536.00 294.69 293.53 295.79 86.79 8.96 221. 91 164.87 * 207.300 180.00 .00 .00 287.50 1830.00 295. 16 294.06 296.43 92.08 9. 71 249.23 190.70 209.800 250.00 .00 .00 289.00 1050.00 295.96 294.15 296.52 74.29 7.08 214.56 121.83 209.800 250.00 .00 .00 289.00 1391.00 296.93 294.89 297.54 74.65 7.56 270.98 161.00 209.800 250.00 .00 .00 289.00 1536.00 297.31 295.18 297.94 74.92 7.74 293.95 177.46 209.800 250.00 .00 .00 289.00 1830.00 298.02 295.71 298.67 74.65 8.02 340.57 211.81 211.800 200.00 .00 .00 291.00 1050.00 297.63 297.34 298.79 149.06 9.95 167.37 86.00 211.800 200.00 .00 .00 291.00 1391.00 298.48 298.13 299.60 127.13 10.17 227.29 123.37 211.800 200.00 .00 .00 291.00 1536.00 298.84 298.35 299.91 115. 78 10. 11 256.17 142. 75 211.800 200.00 .00 .00 291.00 1830.00 299.46 298.82 300.50 104.54 10.22 308.36 178.98 * 212.400 60 .00 .00 .00 290.96 1050.00 298.75 296.12 299.33 38.70 7.27 233.17 168.78 * 212.400 60.00 .00 .00 290.96 1391.00 299.33 297.02 300.11 49.17 8.60 271.32 198.38 * 212.400 60.00 .00 .00 290.96 1536.00 299.53 297.36 300.40 54.06 9. 15 285.40 208.91 212.400 60.00 .00 .00 290.96 1830.00 299.92 298.27 300.95 62.44 10.13 316.30 231. 58 * 212.800 40.00 300.60 297.46 290.96 1050.00 301.40 .00 301. 76 3.76 5.74 488.20 541.20 * 212.800 40.00 300.60 297.46 290.96 1391.00 301. 72 .00 302.28 5.67 7. 19 534.05 584.11 * 212.800 40.00 300.60 297.46 290.96 1536.00 301.82 .00 302.47 6.65 7.83 546. 19 595.80 * 212.800 40.00 300.60 297.46 290.96 1830.00 301.91 .00 302.80 9.03 9.18 559.76 609.02 16SEP99 16:05:24 PAGE 21 SEC NO XLCH ELTRD ELLC ELMIN Q CIJSEL CRllJS EG 10*KS VCH AREA .01K * 213.000 20.00 .00 .00 292.50 1050.00 301.69 297.82 301.84 8.96 3.46 429.55 350.79 213.000 20.00 .00 .00 292.50 1391.00 302.24 298.79 302.41 10.23 3.88 521.78 434.88 213.000 20.00 .00 .00 292.50 1536.00 302.45 299. 19 302.63 10.67 4.04 557.53 470.17 213.000 20.00 .oo .00 292.50 1830.00 302.83 299.96 303.03 11.41 4.31 626.86 541. 70 215.700 270.00 .00 .00 294.00 1050.00 301.98 299.36 302. 19 14.76 4.16 347.43 273.31 215.700 270.00 .00 .00 294.00 1391.00 302.56 300. 10 302.79 15.84 4.57 427.84 349.46 215.700 270.00 .00 .00 294.00 1536.00 302.78 300.37 303.02 16.17 4.72 460.07 381. 93 215.700 270.00 .00 .00 294.00 1830.00 303. 18 300.87 303.45 16.83 5.00 521.12 446.03 * 217.600 190.00 .00 .00 296.20 1050.00 302.51 300.81 302.99 55.70 5.60 188.74 140.69 * 217.600 190.00 .00 .00 296.20 1391.00 303. 10 301.52 303. 71 61.36 6.29 225.54 177.58 * 217.600 190 .00 .00 .00 296.20 1536.00 303.32 301. 79 303.99 63.39 6.55 240.76 192.93 * 217.600 190.00 .00 .00 296.20 1830.00 303. 73 302.25 304.49 67.22 7.03 270.51 223 .20 219.700 210.00 .00 .00 297.00 1050.00 303.59 302.25 304.23 57 .93 6.54 178.41 137.95 219.700 210.00 .00 .00 297.00 1391.00 304.26 303.04 304.99 57.38 7 . 15 227.67 183.64 219.700 210.00 .00 .00 297.00 1536.00 304.51 303.33 305.26 56. 70 7.34 249.63 203.99 219 .700 210.00 .00 .00 297.00 1830.00 304.97 303.94 305. 76 55.28 7.67 295.59 246. 14 16SEP99 16:05:24 PAGE 22 WOLF PEN CREEK PARK POST SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 26.300 394 1 .00 246.50 .00 .00 .00 735.20 .00 26.300 5287.00 247. 14 .64 .00 .00 767.22 .00 26.300 5645.00 247.44 .30 .00 .00 782.00 .00 26.300 6882.00 247.82 .38 .00 .00 801. 23 .00 * 37.300 3941 .00 247.50 .00 .99 .00 549.51 1100.00 * 37.300 5287.00 248. 19 .69 1.05 .00 594.11 1100.00 37.300 5645.00 248.42 .23 .98 .00 617.43 1100. 00 37.300 6882.00 248.90 .48 1.07 .00 666.81 1100.00 * 45.600 3941.00 248.31 .00 .81 .00 380.74 830.00 * 45.600 5287.00 249. 12 .81 .93 .00 395.66 830 .00 * 45.600 5645.00 249.34 .22 .93 .00 399.82 830.00 * 45.600 6882.00 249.92 .58 1.03 .00 410.61 830.00 49.200 3941.00 248.96 .00 .65 .00 382.00 360.00 49.200 5287.00 249.79 .83 .67 .00 392.34 360.00 49 .200 5645.00 250.01 .22 .66 .00 810.04 360.00 49 .200 6882 .00 250.63 .62 .70 .00 814.65 360.00 55.000 3941.00 250.17 .00 1.21 .00 756.04 580.00 * 55.000 5287.00 250.93 .76 1. 15 .00 782.66 580.00 * 55.000 5645.00 251.13 .20 1. 12 .00 789.50 580.00 * 55 .000 6882.00 251.69 .57 1.07 .00 809.29 580.00 61.000 3949.00 250.81 .00 .64 .00 595.08 600.00 61.000 5261.00 251.52 .71 .58 .00 669.31 600.00 61.000 5515.00 251.69 .17 .56 .00 687.65 600.00 6 1.000 6793.00 252 .24 .55 .55 .00 730.90 600.00 * 69.000 3949.00 253.20 .00 2.38 .00 86.63 800.00 * 69 .000 5261.00 253.94 .74 2.42 .00 92.78 800.00 * 69.000 5515.00 254.06 .12 2.36 .00 93.51 800.00 * 69 .000 6793.00 254.62 .57 2.38 .00 95.41 800.00 70.000 3949.00 254.69 .00 1.50 .00 42.00 100.00 70.000 526 1.00 255.69 1.00 1. 75 .00 42.00 100 .00 70.000 5515.00 255 .86 .17 1.80 .00 42.00 100.00 70.000 6793.00 256.63 .77 2 .00 .00 42.00 100.00 * 73.700 3949.00 256 .67 .00 1.98 .00 42.00 370.00 * 73 .700 5261. 00 260.60 3 .93 4.91 .00 42.00 370.00 * 73.700 5515.00 261.43 .83 5.57 .00 42.00 370.00 * 73 . 700 6793.00 262.62 1.19 6.00 .00 42.00 370.00 16SEP99 16:05:24 PAGE 23 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 75.100 3949.00 258.60 .00 1.93 .00 256.57 140.00 75.100 5261.00 262.36 3.75 1. 75 .00 340.00 140.00 75 .100 5515.00 263.14 .78 1. 71 .00 340.00 140.00 75. 100 6793 .00 264.84 1. 70 2.22 .00 340.00 140.00 77.700 3949.00 259.00 .00 .39 .00 627.31 260.00 * 77.700 526 1.00 262.50 3.50 . 14 .00 708.44 260.00 * 77.700 5515.00 263.26 .76 .12 .00 742 .61 260.00 * 77.700 6793.00 264.95 1.69 . 11 .00 907.00 260.00 80.800 3949.00 259.32 .00 .32 .00 409.21 310.00 80.800 5261.00 262.58 3.26 .08 .00 802.92 310.00 80.800 5515.00 263 .32 .74 .06 .00 845.45 310.00 80.800 6793.00 264.99 1.67 .04 .00 850.00 310.00 * 83.600 3949.00 259.76 .00 .44 .00 359.57 280.00 * 83.600 5261.00 262.69 2.93 . 11 .00 682.87 280.00 * 83.600 5515.00 263.40 .71 .08 .00 742.06 280.00 83.600 6793.00 265.05 1.65 .05 .00 760.00 280.00 85.550 3949.00 260.56 .00 .80 .00 332.50 195.00 85.550 5261.00 262.91 2.35 .22 .00 510.97 195.00 85.550 5515.00 263.56 .66 .16 .00 567 .93 195.00 85.550 6793.00 265.15 1.59 .10 .00 625.31 195.00 88.150 3949.00 261.33 .00 .77 .00 271.54 260.00 88.150 5261.00 263.27 1.94 .37 .oo 419.39 260.00 88.150 5515.00 263.85 .58 .29 .00 458.59 260.00 88. 150 6793.00 265.34 1.49 .19 .00 509.98 260.00 91. 900 3949.00 262.23 .00 .90 .00 286.22 375.00 91.900 5261.00 263.84 1.61 .57 .00 330.60 375 .00 91 .900 5515.00 264.32 .48 .47 .00 351 .01 375.00 91.900 6793.00 265.70 1.38 .35 .00 419.96 375.00 95.000 3949.00 263.15 .00 .92 .00 306. 15 310.00 95.000 5261.00 264.50 1.36 .66 .00 365.26 310.00 95.000 5515.00 264.89 .39 .57 .00 383.37 310.00 95.000 6793.00 266. 15 1.25 .45 .00 436.74 310.00 * 98.550 3949.00 263.80 .00 .66 .00 477.77 355.00 * 98.550 5261.00 265.05 1.24 .54 .00 576. 18 355.00 * 98.550 5515.00 265.38 .34 .49 .00 603.43 355.00 * 98.550 6793.00 266.55 1.17 .40 .00 686.68 355.00 * 103.000 3949.00 263.85 .00 .04 .00 282.03 445.00 * 103.000 5261.00 265.05 1.21 .01 .00 351.93 445.00 * 103.000 5515.00 265.38 .33 .00 .00 370.68 445.00 * 103.000 6793.00 266.52 1. 14 -.03 .00 425.36 445.00 16SEP99 16:05:24 PAGE 24 SECNO Q CWSEL OIFWSP DIFWSX DIFKWS TOPWID XLCH 108. 100 3830.00 264.05 .00 .20 .00 157 .58 510.00 108. 100 5195.00 265.24 1.20 .19 .00 165.49 510.00 108.100 5630.00 265.54 .30 . 16 .00 167.45 510.00 108.100 6940.00 266.65 1. 11 .13 .00 191.93 510.00 * 112.000 3830.00 264.25 .00 .20 .00 344.91 390.00 * 112.000 5195.00 265.52 1 .27 .28 .00 390.72 390.00 * 112.000 5630.00 265.85 .32 .31 .00 394.88 390.00 * 112. 000 6940.00 267.02 1.17 .37 .00 410.81 390.00 * 112.900 3830.00 264.20 .00 -.05 .00 169.73 90.00 * 112.900 5195.00 265.45 1.25 -.08 .00 217.06 90.00 * 112.900 5630.00 265.76 .32 -.08 .00 220.51 90.00 * 112.900 6940.00 266.92 1.15 -.10 .00 231.20 90.00 * 113. 900 3830 .00 263.66 .00 -.54 .00 42.00 100.00 * 113.900 5195.00 264.59 .93 -.86 .00 42.00 100.00 * 113. 900 5630.00 264.78 .19 -.98 .00 42.00 100.00 * 113.900 6940.00 265.59 .81 -1.33 .00 42.00 100.00 * 116.200 3830.00 264 .12 .00 .46 .00 42.00 230.00 * 116.200 5195.00 266.67 2.55 2.08 .00 42.00 230.00 * 116.200 5630.00 267.37 . 71 2.59 .00 42.00 230.00 * 116.200 6940.00 267.90 .53 2.32 .00 42.00 230.00 * 116. 700 3830.00 265.85 .00 1 .73 .00 124.97 50.00 116. 700 5195.00 268.66 2.81 2.00 .00 175 .02 50.00 116. 700 5630.00 269.48 .82 2.11 .00 189.54 50.00 116.700 6940.00 271.00 1.52 3.10 .00 461.39 50.00 119.200 3711.00 266.59 .00 . 74 .00 415.42 250.00 * 119 .200 5132.00 269. 19 2.60 .53 .00 467.71 250.00 * 119 .200 5763.00 269.97 .78 .49 .00 478.64 250.00 * 119 .200 7075.00 271.47 1.50 .47 .00 499.63 250.00 * 124.000 3711. 00 268.26 .00 1.67 .00 149.10 565.00 * 124.000 5132.00 269.64 1.38 .45 .00 187.09 565.00 * 124.000 5763.00 270.32 .68 .35 .00 204.38 565.00 * 124.000 7075.00 271. 71 1.39 .24 .00 236.28 565.00 * 126.000 3711. 00 270.67 .00 2.41 .00 401.55 300.00 * 126.000 5132.00 271.75 1.08 2. 11 .00 481. 70 300.00 * 126.000 5763.00 272.20 .45 1.88 .00 500.67 300.00 * 126.000 7075.00 273. 16 .96 1.45 .00 504.05 300.00 130.900 3711. 00 271.88 .00 1.21 .00 394.97 750.00 130.900 5132.00 272.92 1.04 1. 17 .00 525.65 750.00 130.900 5763.00 273.34 .41 1. 14 .00 536.90 750.00 130.900 7075.00 274. 18 .84 1 .02 .00 597.80 750.00 16SEP99 16:05:24 PAGE 25 SEC NO Q CIJSEL DIFIJSP DIFIJSX DIFKIJS TOPIJID XLCH * 135.600 3711.00 272.95 .00 1.07 .00 622.48 835.00 * 135.600 5132.00 273.90 .96 .98 .00 636.11 835.00 * 135.600 5763.00 274.29 .38 .95 .00 640.77 835.00 * 135.600 7075.00 275.05 .76 .87 .00 649.75 835.00 * 145.600 2837.00 274.49 .00 1.55 .00 370.60 550.00 * 145.600 3954.00 275.28 .78 1 .38 .00 464.77 550.00 * 145.600 4444.00 275.59 .32 1 .31 .00 490.47 550.00 * 145.600 5541.00 276.51 .92 1 .47 .00 566.41 550.00 * 156.400 2837.00 278.04 .00 3.55 .00 244.09 1080.00 * 156.400 3954.00 278.90 .86 3.63 .OD 292.69 1080.00 * 156.400 4444.00 279.21 .31 3.62 .00 310. 18 1080.00 156.400 5541.00 279.77 .56 3.26 .00 342. 13 1080.00 160.200 2980.00 278.71 .00 .66 .00 425.40 380.00 160.200 4109.00 279.63 .92 .73 .00 471 .63 380.00 160.200 4564.00 279.97 .33 .76 .00 488.37 380.00 * 160.200 5519.00 280.60 .63 .82 .00 525.56 380.00 163.000 2980.00 279.32 .00 .61 .00 417.39 280.00 163.000 4109.00 280.23 .91 .60 .00 463. 18 280.00 163.000 4564.00 280.56 .33 .59 .00 467. 71 280.00 163.000 5519.00 281. 18 .62 .59 .00 476.27 280.00 166. 100 2980.00 280.04 .00 .73 .00 410.72 280.00 166. 100 4109.00 280.89 .85 .66 .00 425.59 280.00 166.100 4564.00 281 .20 .31 .64 .00 43D.99 280.00 166. 100 5519.00 281. 79 .59 .61 .00 441 .36 280.00 171.800 2591.00 281.86 .00 1.82 .00 177.90 570.00 171.800 3571.00 282.60 .74 1. 71 .00 254. 15 570.00 171.800 3969.00 282.87 .26 1 .66 .00 286.80 570.00 171.800 4800.00 283.37 .51 1 .58 .00 335.54 570.00 173.300 2591.00 282.47 .00 .61 .OD 182.09 140.00 173.300 3571.00 283.33 .86 .73 .OD 221. 16 140.00 173.300 3969.00 283.63 .30 .77 .00 234.16 140.00 173.300 4800.00 284. 19 .55 .81 .OD 264.13 140.00 175.300 2591.00 283.49 .00 1.02 .00 188.62 210.00 175 .300 3571.00 284.45 .97 1. 12 .00 224.25 210.00 175.300 3969.00 284.78 .33 1. 15 .OD 237.52 210.00 175.300 4800.00 285.39 .61 1.21 .00 261.88 210.00 176.500 2575.00 284.15 .00 .66 .00 190.99 145.00 176.500 3520.00 285.12 .97 .67 .00 242.17 145.00 176.500 3900.00 285.46 .33 .67 .OD 260.08 145.00 176.500 4740.00 286.07 .61 .68 .00 304.99 145.00 16SEP99 16:05:24 PAGE 26 SECNO Q CIJSEL DIFIJSP DIFIJSX DI FKIJS TOPIJID XLCH 179.400 2575. 00 285.06 .00 .91 .00 293.24 265.00 179.400 3520.00 286.04 .98 .92 .00 474.27 265.00 179.400 3900.00 286.37 .32 .91 .00 502.83 265.00 179.400 4740.00 287.02 .65 .95 .00 559.39 265.00 * 180.400 2575.00 285.41 .00 .35 .00 31.30 100.00 * 180.400 3520.00 286.33 .91 .29 .00 288.82 100.00 * 180.400 3900.00 286.62 .29 .25 .00 365 .81 100.00 * 180.400 4740.00 287.24 .63 .23 .00 444.18 100.00 * 181.120 2575.00 286.29 .00 .88 .00 268.28 112.00 * 181 . 120 3520.00 286.43 .13 .10 .00 332.87 112.00 * 181.120 3900.00 286.43 .01 -.18 .00 336.13 112.00 * 181.120 4740 .00 286.30 -.13 -.94 .00 274. 11 112. 00 * 182.400 2575.00 286.73 .00 .44 .00 137.93 100.00 * 182.400 3520.00 287.27 .54 .84 .00 174.90 100.00 * 182.400 3900.00 287.50 .23 1.06 .00 190.49 100.00 * 182.400 4740.00 288.04 .54 1. 74 .00 483.59 100.00 185.500 2575 .00 287.64 .00 .91 .00 113. 00 300.00 185.500 3520.00 288.45 .81 1.18 .00 132.69 300.00 185.500 3900.00 288.75 • 30 1.25 . .00 138.08 300.00 185.500 4740.00 289.38 .63 1.34 .00 149.11 300.00 188.000 2575.00 288.71 .00 1.07 .00 244.14 250 .00 * 188.000 3520.00 289.73 1.01 1.28 .00 406.16 250.00 * 188.000 3900.00 290.08 .35 1.33 .00 452.00 250.00 * 188.000 4740.00 290.80 .72 1.42 .00 470.45 250.00 190.800 2560.00 289.38 .00 .67 .00 205.81 280.00 190.800 3464.00 290.38 .99 .65 .00 220.92 280.00 190.800 3855.00 290.70 .32 .62 .00 227.85 280.00 190.800 4675.00 291.33 .63 .52 .00 241.30 280.00 * 193.500 2560.00 289.79 .00 .40 .00 132.33 270.00 * 193.500 3464.00 290.77 .98 .39 .00 147.44 270.00 * 193.500 3855.00 291.10 .33 .40 .00 152.82 270.00 * 193.500 4675.00 291.73 .64 .41 .00 163. 17 270.00 * 195.500 2560.00 290.67 .00 .88 .00 160.15 200.00 * 195 .500 3464.00 291. 71 1.04 .95 .00 222.73 200.00 * 195.500 3855.00 292.09 .37 .99 .00 241.28 200.00 * 195.500 4675.00 292.80 .72 1.07 .00 252.02 200.00 197.500 1050.00 290.93 .00 .26 .00 150.47 200.00 197.500 1391.00 292.02 1.10 .31 .00 181.17 200.00 197.500 1536.00 292.41 .39 .33 .00 202.80 200.00 197.500 1830.00 293.16 .75 .36 .00 243.89 200.00 16SEP99 16:05:24 PAGE 27 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 199.500 1050.00 290.97 .00 .04 .00 154.39 200.00 199.500 1391.00 292 .06 1.10 .04 .00 175.42 200.00 199.500 1536.00 292.46 .39 .04 .00 184.23 200.00 199.500 1830.00 293.21 .75 .04 .00 200.93 200.00 * 203.500 1050.00 291.88 .00 .91 .00 90.96 400.00 * 203.500 1391. 00 292.81 .93 .75 .00 105. 93 400.00 * 203.500 1536.00 293.16 .35 .70 .00 111.53 400.00 * 203.500 1830.00 293.83 .67 .62 .00 122.28 400.00 205.500 1050.00 292.98 .00 1.10 .00 93.45 225.00 205.500 1391. 00 293.78 .79 .96 .00 106.34 225.00 205.500 1536.00 294.08 .31 .92 .00 112.29 225.00 205.500 1830.00 294.68 .60 .85 .00 128.67 225.00 207.300 1050.00 293.75 .00 .77 .00 50.03 180.00 207.300 1391 .00 294.44 .68 .66 .00 54.57 180.00 207.300 1536.00 294.69 .26 .61 .00 56.28 180.00 * 207.300 1830.00 295. 16 .47 .48 .00 59.43 180.00 209.800 1050.00 295.96 .00 2.21 .00 54.48 250.00 209.800 1391.00 296.93 .97 2.49 .00 60.96 250.00 209.800 1536.00 297 .31 .38 2.62 .00 63.41 250.00 209.800 1830.00 298.02 .71 2.85 .00 68.13 250.00 211.800 1050.00 297.63 .00 1.67 .00 64.88 200.00 211.800 1391.00 298.48 .85 1.55 .00 75.96 200.00 211.800 1536.00 298.84 .37 1.54 .00 80.57 200.00 211.800 1830.00 299.46 .62 1.45 .00 88.30 200.00 * 212.400 1050.00 298. 75 .00 1.12 .00 59.46 60.00 * 212.400 1391 .00 299.33 .58 .86 .00 72.04 60.00 * 212.400 1536.00 299.53 .19 .68 .00 76.17 60.00 212.400 1830.00 299.92 .39 .45 .00 84.51 60.00 * 212.800 1050.00 301.40 .00 2.65 .00 137.60 40.00 * 212.800 1391. 00 301. 72 .33 2.39 .00 138.93 40.00 * 212.800 1536.00 301.82 .09 2.29 .00 139.28 40.00 * 212.800 1830.00 301. 91 .10 2.00 .00 139.67 40.00 * 213.000 1050.00 301.69 .00 .30 .00 158.60 20.00 213.000 1391.00 302.24 .55 .51 .00 174.30 20.00 213.000 1536.00 302.45 .21 .63 .00 177.85 20.00 213.000 1830.00 302.83 .38 .92 .00 184.55 20.00 215.700 1050.00 301.98 .00 .29 .00 134.28 270.00 215.700 1391.00 302.56 .58 .32 .00 144.74 270.00 215 .700 1536.00 302.78 .22 .33 .00 148.58 270.00 215.700 1830.00 303.18 .40 .34 .00 155.61 270.00 16SEP99 16:0S:24 PAGE 28 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 217.600 10SO.OO 302.S1 .00 .S3 .00 S7.60 190.00 * 217.600 1391.00 303.10 .S9 .S4 .00 66.49 190.00 * 217.600 1536.00 303.32 .22 .SS .00 69.84 190.00 * 217.600 1830.00 303.73 .41 .SS .00 7S.96 190.00 219.700 1050.00 303.S9 .00 1.08 .00 66.79 210.00 219.700 1391.00 304.26 .66 1.1S .00 83.28 210.00 219.700 1536.00 304.S1 .2S 1.18 .00 91.4S 210.00 219.700 1830.00 304.97 .46 1.23 .00 106.S4 210.00 16SEP99 16:05:24 PAGE 29 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 37.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4S.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4S.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4S.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= SS.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= SS.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 5S.OOO PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73.700 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73. 700 PROFILE= 2 CONV.EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73. 700 PROFILE= 3 HYDRAULIC JUMP D.S. WARNING SECNO= 73. 700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73. 700 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 73. 700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.SSO PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.SSO PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.SSO PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.SSO PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112. 900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112. 900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 16SEP99 16:05:24 PAGE 30 WARNING SECNO= 113. 900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113. 900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113. 900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113. 900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116 .200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO = 116.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 116.200 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 116.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.700 PROFILE = CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119 .200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119 .200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 124.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 124.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 124.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPlABLE RANGE WARNING SECNO= 135.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE = 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 145.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 156.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 156.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 156 .400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 160.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 180.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 180.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 180.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 180.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 181.120 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 181. 120 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181.120 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181. 120 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 16SEP99 16:05:24 PAGE 31 WARNING SECNO= 182.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 182.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 182.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 188.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \.IARNING SECNO= 188.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 188.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 193.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 193.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 193.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 193.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 195.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 195.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 195.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 195.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 199.500 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 203.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 203.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 203.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 203.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 207.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 212.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 212.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 212.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 212.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 212.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 212.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 212.800 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 213.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 217.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 217.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 217.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 217.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Kimley-Horn Th e Seitz Group and Assoc iates , Inc. Appendix B: Exhibit Maps, Stream Profiles, and Cross-Sections The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc Vicinity Map Floodplain Work Map Flood Profiles Cross Sections (Duplicate Effective) Cross Sections (Corrected Effective) Cross Sections (Proposed Project) September, 1999 VICINITY MAP WOLF PEN PLAZA WOLF PEN CREEK COLLEGE STATION, TEXAS / N.T.S. Kimley-Horn and Associates , Inc. The Seitz Group (W olf Pen Creek) G:\HYDRO\proj ects\63006027\Report\wlf_rprt.doc Th e Seit z Gr oup Cross Sections (Duplicate Effective) September, 1999 g c: .Q <ii > Cl> i:U Wolf Pen Creek Geom : Duplicate Effective Model RS= 163 ~--.09 .09 ---- 0 ' : ' ' 7 ' : ' : ' : ' : : : ' ' ----;····;··--;--·-;-----------5·----;··--;·--· ····;··-·;···-;····;··---·-·;··-·;···-----------··;····;·-··;····;···--- : : : : : :. . : ' : : ' : : : : ' . ' ' . ' ' . . ' I ' ' ' ' ' ' I ' 290 +-_:_' ____:__.:._· __;_.,+___;_____:__.:._· __;_+-__:___;_'_.;___;•__;_+-__:_' __;_ _ __;__:_--+_;_• __:_•_.;___·.;__-1- ' ' ' ' ' ' ' ' . . ' . ' . ' ----~----r··-·r·--r------------r--·-r··--r ··------r----r----r----r··------r ·---r----r------------r----}----;----r------ . ' . . . . . . ' ' ' ' ' ' . ' 0 t , I I • < < < o • o I o I o ' ' ' ' I I ' I ' ' I 0 I ' ' ' ' < ' ' ' ' I I I I ----~----~----~----~------------~----~----~--------~----~----~----~--------~----~----~------------~----~----~----~-----· < ' ' ' ' ' ' I ' ' ' ' ' ' ' 0 I ' ' . . ' ' . . ' ' . . . ' ' ' ' ' I ' I ' ' I ' I t ' ' t ' ' I ' l I ' . ' . . . ' ' ' . . ' ' . . . . ' . ' ' . . . . ' ' ' ' I ' ' ' ' ' ' ' t ' -------------------·--------______________ ., ____ ---------·---------.. ·-------·----------------------·---···---.. ·---------· . ' . ' . ' ' ' ' . ' . ' . ' ' ' ' ' ' 0 ' ' ' I ' 0 ' t ' . . . . . ' . . ' . ' . . . ' ' I ! ' ' ' ' ' ' 0 ' ' ' I I . . . . . ' . . ' ' . . . ' , • ! O ' ! ' I o I O O I ' ' ' ' ' ' I ' ' ' I ' ' t 0 I . ---; ---. :-----:-----:--. ---. -. ---. ; . -. -; -. --:--------. :----. :-----; ----:---. . --. -:---. -:---. -:---. ----. --. -;----:-----:-----:-. . . . . . ' ' ' 0 ' I I ' ' ' ' ' ' ! ' ' ! ' ' I ' t ' ' ' ' I I ' ' ' ' I ' . . ' ' ' . . . ' . ' ' 0 ! I I ' I ' ' I . . . ' ' ' ' . ' . . 285 +--..;...·---:·-+·-~· -+-.;...._~·-+·-~+--..;...·---:-+·-~· -+-+·---:-+·-~+--..;...---:-...;.._-+.--+- . . . ' . . ···:----:--··(-:--·· ·--· ··--:·---:----~·-·-----:----:----(•-(-· ·-··:----(·~---·---·----·-------------····· .. . . . . ' ' . ' . . ' . • ' I I o ! ' o I o t • ' I • o I ! ' • I o .. --:---. -:-----:--.. -:-----. -------:--. --:-----:--.. - --. -:-. ---:---. -:----:-------. -:-----~ --. -~ --- ' I I ' ' ' ' 0 ' I < ' ' ' ' I I ' ' ' ' ' I ' ' .. : : : : : : : : : : : . .. \.) .... ~----~---· ·-· ·---~ __ ) __ ) ____ ----l---L--"·---'. ...... ) ____ ~----~--- : \ : : : : : : : : : ' : : \: : : : : ' : : ' : : ----~---~----~----~----... ----~----~----~--------~----~---·----~--------~---------·-------------------------------.. ' \ ' ' : : ! : : : : : ! : : : : : : \ : : : : : : : : : : : : : : 2 80 ~ .... ~----~_.__..____._._\. ~; : :~: _____._.___.__/: : ~: :'----"----'-: ; ~: __,___,___; ; '-----'--+--; ; ······················· .rr· LL! L ILlL TLLT•• IIr···· llriv1LLL .III iITL•• : ; ; ; ; I;::; ; ; : ; ; ; ; ; 275 -1-_;___;:..._...:__:_--1---1:...___:_~L.,.._+-_;___;__;_...:_......;_--1_.;____;___:__:__+-_:_-.;__...:_......;_--1_ : ; /: : : : : ; : : : ; : ; ; r ·!I····-~----·---;·---r----~---r---·--;-·-r·r--;-------r--~----:----~-----· I I ' I I > • • o o ' ' 0 ' I ' I I 0 ' ' .;. . --r---. ;. . --- -... ;. -. -. ;. -. --~. --. ;. ---- -. -. ;. . --. ;. • ---~ ---. ~ ---- ---. ;. ----~ ---• ;. ----;. --. - -. l I I I I 0 ' ' I 0 I I • I I ' ' . ' ' ' . ' ' . . ' ' ' ' I 0 ' I ' ' ' ' ' 0 t ' I t ' ' . ' ' ' . . . ' . ' ' ' I I ' ' I ' I I • 0 • I o • . . ' ' ' . . ' ' . ' . ' . ' r ~--r-··-~--·· ----~----r ···r··r···--··-~----~----[·-·-:---· --·r--r-·--r·--r-· .. ·---:----:----:---·~---· · r ---:··--:-·-----r--r··-r--r--·· ----:----:-·--:·-·-:-----·--:----r --·r--:---· -· 270 -t--+'~+·~+·~~· __j:--~·~u.--+~+·~t---+-' ~·:--~·~~·~+--+·~~·~·:--~·~+--+'~+---+'~~·~1- ' ' . ' --------l ----l-..... 1. •••• 1. •••• -· . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I 0 ·-·--···r ··••r•···r····r--·-·· I I ' ' . . . . . . . ' . . . . ----l----l----'-----l ----. . ' ' ' . . ' . . . . ' ' . ' ' ' . . ' . . . ' ' ' I ' ' ' ·•··r···-r···-r •••-r··-· ' ' ' . . ' ' ' I I I ' . ' ' . ' ' . ' ' ' . ' ' ' ' ............................ I ' I I . . ' ' ' . . ' . . ' ' . . . ' ' . ' . ----·----·--------------' . ' ' ' ' I 0 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1200 1400 1600 1800 2000 2200 Station (ft) 1 in Horiz . = 200 ft 1 in Vert. = 3 ft egen Ground • Bank Sta g c .Q ro > Ql w Wolf Pen Creek Geom: Duplicate Effective Model RS= 171.8 fc 09>J . "'------.09 ---~ : 0 . : 7 -'.·---'.·--·5--·'.·-·-. . ' . ' ' ' . . . ' ---.,--------.. ----.. ----"I·---.. --------.. ----,----.. ----.. --------.... ., .... .,. ' I ' ' ' t ' I ' ' ' ! ' ' I ' . . . . . . ' . ' . . ' ' . . ' . . ' ' . . ' . . ' ' . . . I I • ' o I _ .. _________ ----------·-·----------------------------___________________ .., ____ --------·-·----·------ ---- • ' ' ' I ' ' ' I I ' I 1 ' ' I ' ' ' I ' ' • f ' • ' I ' ' ' ! ' I ' ' . ' . . . ' . . . ' . ' ' • • 1 • ' ' • • ' • ' ' . . . . . . . ' ' . ' . . . ' . ' . ' 290 ~·1_--_·-~:----~-------~':·_---_;.._-;.._--~·r_--_·1~-----~r_·--·'~··----~r~----'~~-----+------'~:··---~'-_·---'~:·----~r-----~-----...;-----'~-----~'-_--_-;......_._~-:.- 275 270 ... ' ' ' ________ .,. ____________________________ .. _________ --------- ' ' ' ' ' . ' ' . o o I o I < o I I ' ' ' ' ' . ' . . ' . ' . ' . ' I I ' o I I . ' ' ' ' ' o 0 o o I I o I ' ---~----r · ··r ·--r-------1---·1 · ---~----1--------1---- • o o I I I o • o . ' . ' ' ' ' ' . o ' I ' I o ' I o I I I I I ' t I ' ' .; .... ; ........ ; .... ; .... ; .... ; .... ----;----; .... ; .... ; .... ----; ... . ' ' . . ---··-···----......................... ······--··----· ' ' I I I I 0 I ' 0 I 0 ' I ' I 0 o I • o ! t t I ' I ' I I I ' I I ' I ' I ' I I ' ' I I I ' I I • I I ··-r-·-r ·· ··--r·-r·-r-·-:--·-----r ·-r-- ' ' ' ' ' ' ' ' ' ' I I 0 t I ' I I I I ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' . . ' ' ' ' ' ' . ' ' . ' . o o O I I I I I I I I o o 0 , O -:--·-r---~-··:·---~----:----:-------T·r -·r--r-·· ---T------1----("-----r---1----r---r-----·-:--·-:---- ---~----r-------:--·-r-·-r-·-r---···:----:---·· 1400 1600 1800 Station (ft) 2000 2200 1 in Horiz. = 200 ft 1 in Vert. = 3 ft egen Ground • Bank Sta Wolf Pen Creek Geom : Duplicate Effective Model RS = 175 .3 :'0:9 ~6 ~':09 :~ : : : -->------)---~-l--) ... ) .. _: _____ ;, __ : ___ ~ __ ; __ ---~-----:---~---- ' . ' .. ' . ' ' ' ' ' ' . . ' . .... ' . ' . . ' ' . ' . ' -----·--------·---·-·-.. ·----·----------···-......................... ---··-------' ' ' ' ' ' ' ··r-----,--• -----,--· ·· ·· •-·r·· -··,· ' ' . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . -·---........ --.......... ---· ·-----... ,. ' ' ' ' ' Legend Ground • Bank Sta ' : : : : '------' ' ' .. ... ' g c 0 ~ > (1) iii ' ' ' ' ' ' ' ' f ' ' • • • ' ' ' ' ' I ' ' ' ' ' I ' ' ' ' I --:-r ---~-r-:·-r ---:---:--:---:---·rrrr ---:----rr --·r ---;--------~---------r ---: 290 -1-.;.-;~·-:-·-J-..;..-~· -;.-T·a-l-...;--.;.-;,:-.-1,H-4-~'-:--'~'-+-:--·-;.........;.._~·-+--...;--~·-r-~·--+--r-~·-:--r--l-T'-T-~' ' ' ' . ' ' . . . . ' ' . ' . ' . ' ' --·--··------·------------·----·· __ _, __________ , ___ ------·--------······-----·-----· -···------·---·-----............ --------..... . . . . ' . ' . ' ' ' ' ' . ' ' ' . ' . ' ' ' . . . . ' ' I ' ' ' ' < I ' ' ' I ' ' I ' ' ' I ' ' ' ' --~---:---~--~------~--~---:---~ ----:---~--~---:-----~---:---~--~------r-----:---~-----:-··r-·r-·:-·· -----:---~-------r -----r . ' . ' ' . . . 285 ' ' ' . ' ' ' . ' . ' ' . . .. ' . ' . ' ' . ' .. ' ' . ' ' . --,·-·,···r-·1·· ···r··i·--,···r · ···,···r·-,···,··---,---,-··r ··1····-·r--···,··-r --···,·--r-·1-··,··· -· ---,---,.--------,.--... ,. I ' I ' ' ' ' ' ' I ' ' ' ' ' I I ' ' I ' l ' ' I ' ' ' I ' I ' ' \ . '': : : : : . ' : : ' ; : : ' .. ' .. ' ' : : : : ' . ' ' . ' . : : . ' --!'{TT" ---~--:·-:--r ··rT-r -r· ·-:--r ·~-r ---:--·-r r ··rr r-r· --··-:---:-------r --1 ' ' ' ' ' . ' .. . ' ' ' 280 I ' I ' ' I ' ' ' l I I I I I t I O I o I , I --rrrr---'--;---;--;----r--·:·--;---·rrr-r· -----:---~------r ---. ···:·-·;·-~·-·:··· --~-··:···;·-~·-···;·· ···:···;·· ···:·-·;·-~·-;··· ·----,···r·-.. ···;·· ··-.· ' ' ' . . ' ' ' . ' ' ' . ' . . ' ' ' ' ' . ' ' ' . ' 0 I ' ' ' __ ; ___ : ___ ~ .. ! .. ---~--! ... _ --__ _: ___ ~ __ ; __ _: ___ --~---;---~·-:···---~-----;---:-----:---~--:--~-----.. .: ... ~---· ---~----~· 275 I l I ' I 0 ' ' I ' I ' ' ' . . . ' . ' . . ' ' ' . ' ' ' 0 t I ' ' I ' . ' ' . ' . ' . . . ' .. ' ' . ' I I I I I I I I I O I l I o I I O I I o o 0 I ·-r -r-:-r -·rt:-r --rT-:---:---·r r·t·r --r--r·t--·-rrrr------:-·r ----r ---: ' ' ' ' ' . ' . ' --. -..... --.. --. --.. ---. -~.. -o • I I I I I I o ··-............................ _ .. ____________ ·-. ' ' . ' ' -----______ ,. _____ ., ___ --__ _, ______ --------...... ' . ' . ' ' ' ' ' ' ' ' t ' ' ' I ' I ' ' ' ' . ' I 0 ' I ' I I I I --'.-----:---:-rr· -----:---'------r ---:- I I I I I I ' 0 I ' ' ' ' ' ' I I ' t I 0 I I I t ' ' I --~---:---~--~-----~--~---·-----:---~--~---:·-· --~---:---~--~------~---- ' . . . ' ' ' ' ' ' . ' . . ' . ' ' 0 0 ! ' I ' ' . . ' ' ' ' ' I I • • • ' I I I I O t t • I • -+-+++-----H---i ~-~-----i---H---:----+-+--H---+---. ' ' ' . ' ' ' ' . . ' ' ' ... ______ , ___ .. ______________ _,, __ :• .. 'TTOTT .. II[JT••:••T1 270 +-+-1-+-+-+-t--+---+-t-l-+-+--1--+----+-+-1r-+-t--l--+--+---+-t-lr-+-t--+--1--l--1-+-1r-+-l---+--+-+ 1000 1200 1400 1600 1800 Station (ft) 2000 2200 2400 1 in Horiz . -30 0 ft 1 in Vert. -3 ft g c: 0 :; > Q) w Wolf Pen Creek Geom : Duplicate Effective Model RS= 179.4 ~ 09 ~ . l~---.09 -----l>I : : 0 . : : 7 : 295 : :5.__..;...:-....__--r-----T-.r----r---+--r---T-__.---r----+-r----r-----;.--r--+-__.---r----r---;-+- . ' . . ' -----------------·----- ----·-------·------·-------------------------........................... -------------------------· ' ' < ' ' ' t ' I ' ' I I ' ' I ' ' ' I ' I ' I ' ' I ' ' . . ' ' ' . ' . . ' ' ' ' ' . . . ' . . ' . ' . ' I ' ' ' ' ' ' I ' I I ' ' . ' . . . ' . ' . ' . ' ' I I o I I I t ' < o I I o o o I -----_1--::-_-r :: :::: :_:: :_1 :-::---: ::_: -::r-L 1-:: ::-:'.:::-:: __ r:r::-:1::r ::r:---r::-: :: . ' ' ' . . ' ' . ' . ' ' ' . ' t ' ' t ' I t ' ' ' ' ' ' ' I I ' ' ' I < I o o ' I t o , o I o I • l o I I o . ' ' . ' . ' . ' . ' . ' I l I I ' ' ' ' I ' I I . ' ' . . ' . ' ' ' ' ' ' ' ' -----------------------------------------------·------·--------------------------------··-··-------------------------.. I ' ' ' I I ' ' I I > I O ' , o I I I t ' ' ' ' I I 1 o I I ' I ' I I o I I o I I < o o I I > I o I I 1 0 ' ' ' < ' ' . ' . ' ' . ' . 290 --1-~-~~·-~·-+--+-~-~·---~· -94--;-1>--!-·___,,___-7---+-~-+-~-~--+-~·~~·-~·-·~~ /: : : : : : ! ! : ! ! ! tr •••• ·rr ·rri rr · ··• ,• ' I I --·-r'··-·r ····r····r ···· ·•·· --- ' I I I < I I I I ' I t I l t I ' ' ' ' t I I I ' . ' ' ' ' . ' ' ' . ' . ' ' ' ' ' . ' ' ' ' ----:----:----:----:---------------:----:------------:----:--··:--------:---r -r --"--------:----:--·-:----:-----· \ ' ' : : : : : : ; : : ' . . : ·---~----~----~----~----------~----~----~------------~----~----~--------~----~----~----~--------~----~----~----~-----· \: : : : : : : : : : : : : : 285 --1--\~·~.;__~:-~:-+--I----': _ _:___;_:---!---'--'-: ___ :_+-__;_:_;__~:-~:-+---'----':-~:-~: --+- :\: : ! ! : : : : : ! : : : : : : ! ! . ' . ' . . ' • t I o I I I I ' t I I I 1 o o I 280 ----r---r -:----;--------:----~----:----:-----------r--:-___ c_ ___ ----:----:----:----~--------:----:----:----;----- ' ' ' I > • I I t 0 I > I I ____ '. ____ '.______ ·-----:----:----:----:-·----------r----:----:--------~----:----:----r --------:----'.--------:------ ----:----:---I~---~~-------r-r--:----:---· ------r--r---r -----r-r--:---·;--------:----~-------:-----· ··-·r ·-··r···· ·· --··:····:····:····:···-···· ····:···-:··-·:···· ····:····:····:····:··---·-·:····:···--···:···· ·· ' . . ' ' . ' ' ' ' ' ' ' ' . ' ' ' . . . ' ' ' . . • I ' I I I I I I ' t o I I I I I I I • I • • 1 t , , I I t ' I I I I I I ' I ' I ' ' I I ----------------....... -------------------.. --------____ .. ____ .. ____ .. ________ .. ____ .. ____ .. ____ .. ________ .. ____ .. ________ .. ____ -- • , I t ' I I I I I t I t I I • I ' • 1 I I I ' ' • t I • I t 1 I t I I I I I I I I • ' I I I I ' I t • t I t I t ' t I ' I I I I • I I ' t I ' I I I I I ' l l I I ' ' ' ' t I I I I ' I I I I t I I ' I ' I I I I I t I ' I I t ' I l I I I 275 --1-~___,,___44-.--1~7--~-;-~~-t-~___,~~--f----!~~--;----+~.,__-+--;-~7-~~-+- . ' ' ' I I I I I I I ' ' ' ' I I I ' I I --··r ····r··-·r ---r --------r--·-r·---r----r------------r-···r·-··r·-------r --··r ···•r····r ·-------r----r --- ' o I o I • • I I I I I t I I ' I 1 ' I ' t I o I I I I I • I • I o I I I I I I I I ' ' I ' o ' I I I I I I I I I I ' I 0 0 I 0 I I I ' I I I I I I I o o I I , o ----~---r --['--·T ·------:----:--+---:----------·-t·---····r ·----r -r --r ----~--------··-·-:--- 1000 1200 1400 1600 1800 2000 Station (ft) 1 in Horiz. = 200 ft 1 in Vert. = 3 ft egen Ground • Bank Sta Kimley-Horn and Associates , Inc. The Seitz Gro up (Wolf Pen C reek) G:\HYDRO\projects\63006027\Re port\wlf_rprt .doc The Se i tz Gr oup Cross Sections (Corrected Effective) September, 1999 g c: .Q 1ii 5) iii Wolf Pen Creek Geom : Corrected Effective Model RS= 163 ---.09 ----..,. ----.09 ---4" 0 7 . ----,---·,--------~-----------5 ----~----'.----""'.'"'~----'.--"'."" ""("'.""t "" ----------------~--------- '· ' ' I I ' I ' ' ' ' . ' . ' . ' . ' . ' . ' ' ' ' 290 -1--'-----'---'--+-------~_;_--·--· -·--+---'--' -·----+--------!-- . . ' ' . ' I ' I I I t I ' ' I I ' ' ----r--·-r··--r----r --------r··--r ----:----r·-------r ·--r·---r ----~--------r ----~----r ----------------r··--r··-·r··---- • I ' I ' ' ' I I ' ' I ' ' . ' ' . ' ' ' . ' ' . ' . ' ' ' I ' t ' ' t I ' I I o I ' I ' I ' I ' ' ' ' I I I I I ' I ····r····r ····r····r···· ···r····r ----,.----··-·r·---,...-.. ,. .... ,.. .... ····r ·---,..---·r ···· ···· ···· .... ,. .... ,. .... ,. .... -· . . ' ' . ' ' ' . ' . . ' . ' I ' t ' ' I ' I I I ' ' ' I . . . . ' ' . ' . . . ' ' ' . . ' ' ' ' ' ' . . . . . . ' ' ' ' ' . ' . . . ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ----.. ---------·----··-------·----·----........ ________ .. ___________________ ----·----.. ----·----------------····-·········· -· ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' . 1 • ' ' ' • ' ' ' ' • ' • ' ' • ' . ' ' ' ' ' ' ' ' ' ' ' . ' . ' . ' ' ' ' ' ' ' . ' ' . . ' ' ' . . ' . ' . . ' . . ' ' ' ' . ' ' . . . . ' . . ' ' ' . ' ' ' . --·-~----~----~···-~----·---~----~----~----:---------~----~----~----~--------~----~----~-------- --------~----~----~-----· ' . ' ' . ' . ' . ' . ' . ' ' . . . ' ' . ' ' . ' . ' ' . ' . . . ' . . ' ' ' ' . ' ' . . . . . . . ' ' ' . ' . ' . 0 0 I ' I ' ' ' ' 0 ' ' ' ' I ' ' I ' 0 I ' 0 ' ' 285 -1--;...·-;..-~·-+·-+--~'-~'-+--+-~--r---T--';--~'-+--T-'-';--~'--r----+---''--~'-+--+-' ---!- . ' . ' ' ' ' ... : .... : .... : .... : .... ----~----'. .... '. .... '. .... ----~----'. .... '. .... '. .... ----'.----~----'. .... ------------~----'.----~----" j : : : j j : : : j j;: : : j : : j ---T°"!'---[--'T-------r----:----:----:--------;--------;--T-------:--·-:----:-··-------------:--°T ---1 280·+---..... ---;-~-!--+--;----!---;--~-+--~---;+--;--:---f-..,._-!---7--;---+-~--;---7--~--I~ J~ TLLI !Arr TTL •••• r lL I •• •••LL.J .•. Sl I tJ .!LI TT ·•TT I •••· .LLLL •• : : : : : : : I:::: : . : : : : : 275 +--'---'--'---'--+-,-+--'----'-/-f.-+----'..---.-+--'----'--, _ __;_-+--_;___;:__...:.__;_--1-- ____ , ____ , ____ , __ _ ----·---~---~----~-----------:----·---r ------:----r--·r ---------t----·----r----:----- ----,----,----~---. ----;--T' r T--------"!'---:----;----____ f __ 'T __ T ___ --------:----r --T __ T ___ - ----:----~----~----~--------~----~4 --~----:------------~----:----:--------:----:----~------------~----~----~----~----- ' . . ' ' . . ' ' . ' . ' ' . . . ' . . . ' . ' . . ' . . ' ' . . . ' ' . . ' ' ' . ' . . ' ' . ' ' ' ' ' . ' ' . . . . ' ' ' . ' ' ' ' ' . . . . ' ' ' . . ' I I I I I I ' o l O < I o I , I 0 O ----:----:--·r --r--------:---:--r --r-----------r----r--·r------r--·r--r------------r----r--·r--r----- 270 I I I I 1 I __ .. ____ ----............ _________ ...................... --------_________ .. _________ -- ' I I I I I I I I I ' I I ' .' t t I I I ' ' ' . ' ' ' . . ' I I ' t ' I I ' I ' : ' ' ' I ' I ' I I I ' I I I I I I o ' I I I 1 I I 1 0 1200 1400 1600 1800 2000 2200 Station (ft) 1 in Horiz. = 200 ft 1 in Vert . = 3 egen Ground • Bank Sta g c: .2 1ii > Cl> [jJ Wolf Pen Creek Geom : Corrected Effective Model RS= 166.1 --------.09 . ~.09 ~ 1 : : I : : : : I : : : : :o : : : : : : : -----:·--.. .; .. ----,---.-·-;·-------i--·:-----;---:---r--i------~--~---:---r-----:7 -r--1---:--------:---r-------r---·-:· '---------' egen . : : : : : : : : : :5 : : : : : : : ' ' I ' ' ' ' ' ' I ' I I ' ' ' ' 300 -1-_;__~· _;_~·--+-_;._~·___;_·_.;_· -+-_;__;_;_;_'-+_.;_' ~·_;_·~-+~·_;_·____;_·_.;_· -+-~'___;_'_.;_' ~·-+___.;.._~·~·_;_-+~'__;__;.· I • I I I . ' ' ' ' ' ' ' ' . ' . ' ' . ' ' ' . ' ' ' . . . . ' ' . ' . Ground • Bank Sta --------····-----·--·---·---·-----·---: .. :·--:-----: .. ~-.. :--:------:--:·--:·--:-----:--·:--:·-~---·----:·-·:--·-·--:----~· L__ ___ _J ' .. ' ' . ' .. ' . . ' ' . ' . ' . ' ' ' ' I I l ' I I I I ' ' I I ' ' I ' o ' ' I ' -----:---~--~-----~--~---:---~----.;---~--~---:·----~---:---~--!------~--~--->·-~-----:---: .. :---:----- ---:---:-------:--··:· . . . ' ' . . ' ---.. :---~--~-----'. .. ~---:---~-----~--r:--r· --~ .. -:---'.--;-----~--~---:---'.----·:·--:--:---:--------:--+------:-----: I t ' ' ' I I ' I ' I I ' ' ' ' ' ' ' ' ' ' -----.---.. --.. -----.. --.. ---·---.. --·--·-··,.····--·-----.. ---·---.. --.--... ,. ............ ,. .. ---.---.. --.---.-----.. ., ... ,. .. --... ,. .. ---·· . ' ' .. ' . . ' ' ' ' . ' ' . . . ' .. ' ' ' ' ' . ' . ' ' . . ' ' ' . ' . . . . . ' . ' ' ' . . ' ' . ' ' ' ' ' . ' . . . . ' ' . . ' ' ' ' ' ' ' ' . . . . . ' ' . 295 -+-~-·~·~·-+~·~·~·~·-+~·~·~·~-+~·~~·~·-+-·~·~·~-+~·~·-·~·-+~~·~~-+~·~~· ' . ' . ' ' ' ' ' . ' ' ' ' ' . ' ' . . . . ' --~---:---~--t-----:--:---:---:-----~---r--;---~-----~---:---~--~-----~--~---:---~-----~---~--~---~--------:---~-------r--. ' ' . . 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' ' ' ' ' --1--1-~----;--1--1---~-----: .. ·r --1---:-----1--i·--r--1-----;--1--1--·r----1·--r--1--1---i ---:---~--------;----1 T LJ~rlf}LTL,. (.IT :TT H,••Tt TJ : : : : : : : : : : >~k::: : : : ! : : : : i nn n1T trt \• n nA··· TT···········•· ,I!TIHII,H IHI IjH J,[J••JI TI : II tlt•Jiil litrrti~:t lt••tf •·II 285 280 : : : i : . : : : : i : : : ~ : : I : : i : i : [ : 275 +-_,,_-----,---,--+-,-'7-_,,_--+~-,-~'7-+-,--,~---,--t--,-...,...-_,,_~-+-t--,-~-+-~~~-+~_;__;_ I I 0 I o •• L •• J ••••• l. •• J ••• • •• t I I I ' -----~---r--1---~-----~--+--~--~-----r--1 -··i---~---i :-~~--1---~--------~---~--------~-----: . I I < I I ' I 0 ' ' I 0 I I ' l I I ' ' I I • I o :::::::: ::::::r:r. :: :::cu ::r: ::cc:::r:::::u::r:::: ::r: ::::::r: :: ::r:::: :: :::::: ::J ' . ' . ' : : : : ' ' ' . ' ' ' . '\ : : : . ' ' ' ' : : : : : : : : : : : : : : : : ' . ' ' ·-:-r ··-r-rr· --.. rr:---:---·r:-·rr·---r:--:--r --r :--:·-r---.. -:·--:----.. r ---: 270 +-+-t-t-+-+-+--+-+-t--t-+-+--+--+-+-;.--,f-+-+-t--+--+-+-+-f-+-+-+--+--+-+-l--lf-+-+-+--+-+ 400 600 800 1000 1200 Station (ft) 1400 1600 1800 1 in Horiz. = 300 ft 1 in Vert . = 4 ft g c: . Q (ii > Q) w Wolf Pen Creek Floodplain Study Geom : Corrected Effective Mode l RS= 171 .8 "'"------.09 .09 ---~--o 7 ' ' -·----------~·---~--------------------~---5 --·-----~----~----~---· ----~·--~--------~--------~------ ' ' ' ' . ' . . ' . ' ' . . ' ' --------................ ----------------··· ----------- •••• •••• •••• L •••• L •••••••••••••••••••• L •••• •••• •••• L. ' . ' ' ' . . 290 -t----~-~-T---t--i---i-----r-~-t-~-~~---t-+--<-~-~-t----~-~_,__,_ . . ' ' . ' . --------_________ ,._ ____ ------------.......... -----------------------------------------------------------------. . ' . . ' ' ' . ' . . ' ' . . ' . ' . ' ' . ' . . ' . ' . . 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' --·-r-··· ····r····r··-· ·---,.----r··--r --· -·-· · ·· ·-·· ····r···· ··-·r·-··r····r·--· ' . . . . . . . . . . . . . . . ' ' . •••• L •••••••• L •••• L •••••••• L •••• L •••• --•••• L •••• L •••• ••. •••• •••• •••• L •••••••• L •••• L••••'-•• ••••• . . . ' . I ' • • ' I 0 ' ' ' ' . . ' I ' ' ' . . . . . . . . . 0 ' I ' . . . ' . . . . . . ' . ' . ' . . ' . ' ' ' . .... ,. ........ ,. .... ,. ........ ,. .... ,. .... -····r-··-r-··· ·-·-·•-· -·-· ····r··--·-··r····r····r···• ---······ ...................... -·--.. . . . . . . . . . . . . . . . . . . . . . ··--'-----•••• L •••• L •••••••• L •••• I..... ..... ..L •••• L •••• •••• •••• L •••• ··-·'-••••'-••••L •••••• ' ' • ' • • • ' l ' . ' ' ' . ' . . ' . ' ' ' . ' . ' ' ' ' ' ' . . . ' ' ' . ' ' . ' ' ' ' ' ' . . . . ' ' ' ' ' . . . . 275 +--T-' ----;-~·-·~-+-~·___,.;•_,_;._-;....-+++-T---T---T-;...--+-~----;--r--~·~+--T-----;'-~·-;...--+- . ' . . .......................................... ' ' ' . ' ' . ' ' ' ' ' ' ' . ' ' ' ' . 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'\ . . . . ; ; ; : : : : ; ; ; :'\ . . . . : : : : . . . . .. --; ---:---~ --; -----~ --; ---:-. . -;-. -~ -. ; ---:--- --; ---:---~. -; --... -~ --; ---:-.. ~ -. -. -:---~ .. ; ---:--.. ; --.:. -. ~ .. ;.. -. -~ --; . -.:. : : : : : : : : i : i : : :·: : \ : : : : : : : : : : : i : : --:--i---:--:-----i·T:---:----:---r--rr· ·r1·--r--------·0:--:-+----:---:-(t· -r:---~--1-----·-·(:· 280 : : : : : : : : .. : : : ! : : : :\: : : : : : : : : : ! : TUT Tlil IiIL I; i . Tl1. I tTL TU l iT' ! I I I o ' ' t > ' I • o I I I I I ' ' I I t ' I I > I I I o ' I ' t ' I I I I ' I ' ' ' I ' I --·--....... -------.... ---_ _, ___ .. __ --......... ----...... ---·-............. ----· --·--..... ... ------· --....... --------·---------------· ---- ' . ' ' . ' .. I I I o I I I o o I I I ' • I • I I I o --i ---:---~--i ------~--1---:---~---··:·-·!--1 --+----(:---~--( --·(j--·(·~~ ---:---~--1---:----·(-(-!--1 -· -+-1---1 ' ' . . . ' ' ' ' ' . ' ' . ' . ' ' ' ' . ' ' . 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' ' ' . . . ' . ' . ' . . . . ' ' ' . ' ' ••• • ••• L •• J •••••• L ••••• • ••• \. •• •••' •• L •• J •• .' ••••• J ••• • ••• l ••••• • ••• L ,, •·•'••• •• J ••• • ••• \. •••••••• L •••• .. ' ' . ' ' .. ' ' ' . ' ' . ' ' ' . . ' ' . . . . . . . . . . . . . . . ' ' . ' ' ' ' ' . ' ' ' .. ··-,···r··1·-----,.-----,-··r·----,···r---·r-· -·-,--· .. , ... , ....... ··--' . . ' . ' ' ' . . .. . . ' ' . ' . ' ' ' . . . ' ' ' ' ' ' ' . . . . ' ' ' ' ' . . ' ' ' I ' ' ' ' ' ' ' I I I t ' ' ' 280 +-~-·~·~-1-~~-·~·-1--·~·~~-t--'~·~~-t-~-+--e~t--~~~·-1--·~~·~-1--~~- ' . ' . . . . -----·---l--l------l--___ . ___ \. _____ , ___ \. __ ---·---.. J •• • ••• l .. J •••••• l .. -·---•• ___ • ___ \. __ ---'-·· __ , __ _. ___ \. __ ---· .l. ·-. . ' ' . . . . . ' ' ' . . . . . . . ' . ' . . ' . . . . . . . . . . . ' . . . . . . . ' . . . ' . ' . ' ' ' ' . ' ' I 0 I < I I 0 ' • I I ' ' ' . ' . 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' ' . . ••••• 1 ••• L •• .l ••••• ,l ••••• • ••• \. ••••• • ••• \. •• ···'··• ,,J,,,• ••• l •• J •••••• l •• ---... • ... \. .. ---·-----•---'---l--' ' . ' . ' ' . . . ' . ' . ' ' . ' .. ' ' . . ' . . . . . ' . ' ' ' . . ' ' ' . . . . . ' ' .. ' . ' ' ' ' ' .. ' ' . . ' . . ' ' ' ··1···.-··r··1··----,----·,·-·r·· ... , .......... , ..... , ... , ... , .. , ...... ,. .. ·--·----.---.. -----.---.. , ... , ............. , .. -- ' ' ' .. ' ' ' . . .. ' . . ' ' .. ' ' I I I 0 I O ' ' . . I I I t I ' ' ' . . . . . . . ' ' . I I ' ' . ' . I o ' I .. ' . ' ' . ' . . ' --·---·-----····------· ---·------........... ---------·---·-------------------- --........... __ _, ___ ···---·------·---------- • ' I ' I ' ' . . . .. ' ' . . . ' ' ' . ' ' . . . . ' . 270 +--+--t-+-f--!--+-+-+-+---t---+-+--t-+-11-+-+-+-+---t---+--+--t-+-\--!--+-+-+-t--+-~·--+·-+---I---+--+-~ 400 600 800 1000 1200 Station (ft) 1400 1600 1800 1 in Horiz . = 300 ft 1 in Vert. = 3 ft g c: .Q -ro > Q) w Wolf Pen Creek Geom: Corrected Effective Model RS= 176 .5 ',1<'-.------.09 --~:0~---1 0 : : 7 : : 295 ~...;_..;._.;_.;._+--:-.;:-.;--T-+---;--r-;--;--+--i---i-~~5---:--;-_...;__;_...+-...;-...;_..;._.;_~.;._.;._;..-;.-i--T--T--T Ground . ' . . . ' . . ----...... ----- ---~ --~--.:---~----~---~ --~ ---:--.. -: . -~---: . -: · ---. -~ --~ .. ~---~----~--.. -~-. -:--.. ·:· --~-. -~--:-----:--:--~-.__s _an_k_S_t_a_, ... ' ' ' ' . . . ' I • I > I I I I ' l I I t I < I I t l I < I • o .................................... ---·---·------·-----·---·------·----.................................... --·---·---------_________ _,_ I ' ! I I I ' I o • I I o I o I I 1 t 1 I , I ' I I I ' ' I ' I ' I ' ' I I I I • ' ' I ' I I ' I ' ' ' I ' t ' ' ' I ' ' I ' I I ' I ... ' 275 • •1·•1 ••f.: I• ••• •f: •!• • I••t•• • : J••i: • 1· • 1 •• • • l••l••I ••I•: Ii. •J••I: •I ••• •I• •I•• I•• 1,•• ••1•· 1 ••1 ·•1•.: •••!• •j••j ' ' ' I I I ' I I I I o I o I o I ·-~--~--~---~-----:---~--~---:-----~---:---~--~------~--~---:-. ' ' . . ' ' I ' ' I I ' ' I I I ' I I I ' ' I ' I ' ' I ··1···,·-·r ··i··-···r ·-,---,-·-r ·· •-·,·-·r-·1 ··•,-·---,---,···r--i-- ' ' ' I ' ' ' ' ' I l I I ' ' 0 I ' ' I I I I I o I ' o I I o I .... o O o t 0 < I I I I I o I 0 I l I I l o < I < o I o o o I o o .................................................................................................................... --·---------·---·-·---·--.... I o I I ' 0 o I I o I ' ' • ' 0 I ' l o ' • o I I I o o I , , ' o O I I 0 • I I I o ' l o I 0 I ' I I ' o I o I I I o I 1 o I • I I • I 0 o O I ' ' I t t I • 0 o I l o ' o o I I I o t ' I 0 I I I ' I I I ' I I ' I o I ' I ' I I I o I I I I t o I I • I I • I I O ' I I I I o ' f ' 0 I o o I I I o 1 ' I I ' ' ' I I I ' ' o t o t , I I 1 1 • ' l 0 > 0 t I t ' ' I ' ' I ' I I ' 0 I I 0 I I o o I t 400 600 800 1000 1200 Station (ft) 1400 1600 1800 1 in Horiz . = 300 ft 1 in Vert . = 3 ft g c: 0 ~ > Q) w Wolf Pen Creek Floodplain Study Geom : Corrected Effective Model RS= 179.4 ""--------.09 ------.;.;..,~ .075 ;+~ ~~----.09 ----~ ' . . ' . ' ' . ' ' ' ----........... 1. .......... ----'-----\.----'--··· ----•••• 1. •••• 1. •••• 1. •••• 1. •••• ----•--------'--------------·· -·----------· ' . ' ' . . . ' ' ' t ' ' ' ' ' I ' I ' . ' . . . . ' ' ' I ' ' I ' ' I ' • I o I ' ' . ' . ' . ' . ' ' ' . ' ' . ' . ' ' ' ' ' . ' ' ' -·-· ····r····r····r···· ····r ····r····r···· ···· ····r····r··-·r····r···---··r···· ····r·· . . ' ' ' ' ' ' . . ' ' ' ' ' ' I ' I ' ' I ' I . . ' ' ' ' ' . ' . ' ' ' ' ' I I I I I I ----------------------------------------------------------·-·······-·· ----------------------------------' . . ' ' . . ' ' ' ' ' ' I I ' I I I I I ' ' I ' I ' ' ' ' ' ' . . . ' I ' I ' I ' ' ' ' ' ' ' . . ' ' 290 -+----+----!0--~·-~· --t-~·---!·,__~·-~-+----+-·-,____,._~--t-C--~----7-·-!---+----+----!-~~_, ' . . ' ' . ' ' ' . ' ' ' . ·----··••r-·--r------------r •·••r·•··r ·••• ···• ·•-·r····r····r ····r --· ····r·---·---,.-------·· ··· ' . ' I I ! I I I I ' ' ···· ····r····r····r··--····r··--r----,..-----------r----r·---r-- . ' . ' ....................... ____ ...... __ ,. ____ .. ____ ----............ ____ .. ________ _ . ' ' . . ' ' . . . ' ' . . ' . . . . . ' . . ' . . . . . ' ' . ' ' ' . ' . . 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' 275 -+----+----!·-~·-~· --t-7·__,·,____,._~--t--t----:-----t-t-~-+---;-~--7-~----t-C----7---7-~--t- . . . . . . ' . --------,..----.. ----.. --------.. ----.. ----.. --------. ' . . . . ' ' ' . . ' ' ' ' . ' ' ' . . ' ' ' ' . ' . ' . ' . ' ----____ .. ____ .. ____ .. ________ .. ____ .. ____ .. ____ ----. ' . ' . ' . ' . . ' . ' ' . . . ' ' ' ' . . . . . . . . . . . . . . . . . 600 800 1000 1200 1400 1600 Station (ft) 1 in Horiz . = 200 ft 1 in Vert . = 3 ft Ground • Bank Sta Kimley-Horn and Associates , Inc. Th e Seitz Gro up (Wolf Pe n Creek) G:\HYDRO\proj ects\63006027\Report\wlf_rprt.doc The Seitz Group Cross Sections (Proposed Project) September, 1999 g c: .Q (;j > Q) w Wolf Pen Creek Floodplain Study Geom : Proposed Project Model RS= 163 i'f----.09 ~ .09 ---.,., 0 7 --·-~--...... ""'."" ""('5 "" ----~--.. ""'.----~----~ .. --~----...... -~ ' ' . ' ' . ' ' ' ' ' ' . ' ' ' . . ' . ' ' ' . . 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' . 270 -t-+-+-+-<r-1-+-+ 0 -+- 0 -+--+--+-+-+-t--il-+-+-+-+--f--+--+-+-+-f---<r-;.-+-+--f--+--+-+-+-I---<'--+-+ 400 600 800 1000 1200 Station (ft) 1400 1600 1800 1 in Horiz . = 300 ft 1 in Vert. = 3 ft egen Ground • Bank Sta g c: 0 :; > Q) iii 290 Wolf Pen Creek Floodplain Study Geom: Proposed Project Model RS= 175 .3 --------.09 -------,...· . fc 06 ;1 : 0 : . ' . ' : 7 : ' . -----:---~--------~--;---:---~-----:---~ .; ... ; ... --:---:---~--:------~ -:--5 --~-----:---~--------.---- ' I ' ' 0 ' --........... ______ .. _____ .., ___ .. _____ , ___ .. -4---·---______ , ___ .. _________ .. _ ............ ___ ,_ ----·---·---.. ' ' ' . ' -----·---\.--•••••• 1. •• J ••• • ••• 1. •• ---·---1. .. J ••• • ••••• J ••• • ••• \. •• J •••••• l. •• J .•• • ....... -. . ' ' ' ' ... ' . ' . ' ' .. . . . ' ' ' . ' . ' . ' ' ' ' ' ' ' ' ' ' . ' .. ' . . ' . ' . ' ' ' I ' I I ' ' ' ' ' ' ' ' ' ' . ' . ' ' . ' ' . ' ' ' ' ' ' ' ' . . . . ' ' ' ' ' ' ' ' . . . . ' . ' ' . ' ' . . . . ' . 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' ' ' . . ' . ' . ' . . ' . ' . ' ' . ' . ' . . ' . ' . . . ' . ' . . ' I I ' I . . ' ' ' ' ' ' . . . ' ' ' ' ' ' . ' ' ' ' . ' 600 800 1000 1200 1400 1600 Station (ft) 1 in Ho ri z. = 200 ft 1 in Vert . = 3 ft egen Ground • Bank Sta • Floodplain Study Wolf Pen Plaza Coll ege Station , Texas Prep ared For: The Seitz Gro up 6805 Hillcrest Avenue , Su ite 200 Dall as, TX 75205 Prepared By: Kimley-Horn a nd Associates , I nc. S uite 1800 12 700 Park Central Drive Dall as, Texas 75251 (972)-77 0-I 300 © Kim ley-Horn a nd Associates , Inc. Jan ua ry 2000 1111"'1 __ .,,. Kimley-Horn 111........l [_J and Associates , Inc. Kimley-Horn and Associates , Inc. Floodplain Study Wolf Pen Plaza College Station, Texas Prepared For: The Seitz Group 6805 Hillcrest A venue, Suite 200 Dallas, TX 75205 Prepared By: Kimley-Hom and Associates, Inc. Suite 1800 12700 Park Central Drive Dallas, Texas 75251 (972)-770-1300 Janu ary 2000 © Kimley-Hom and Associates, Inc . G:\HYDRO\proj ects\63006027\Report\wl f_rprt.doc The Seitz Group Kim ley-Ho rn and Ass oc iates, Inc. The Seitz Group Table of Contents Appendices ..................................................................................................................................................................... i List of Tables ................................................................................................................................................................. i 1. Introd uction ........................................................................................................................................................... 1 1.1 Authority ........................................................................................................................................................... l l .2 History .............................................................................................................................................................. 1 1.3 Purpose of Study ............................................................................................................................................... l 1.4 Location ............................................................................................................................................................ 2 1.5 General Site Characteristics .............................................................................................................................. 2 l .5 .1 Landscape ................................................................................................................................................ 2 1.5 .2 Soils ......................................................................................................................................................... 2 1.6 Methodology ..................................................................................................................................................... 2 1.7 Results ............................................................................................................................................................... 2 2. Hydrology ............................................................................................................................................................ .4 2.1 Method De scription ......................................................................................................................................... .4 2.2 Model Description ........................................................................................................................................... .4 3. Hydraulics ............................................................................................................................................................. 5 3.1 Method Description .......................................................................................................................................... 5 3.2 Work Study Maps ............................................................................................................................................. 5 3.3 Roughness Coefficients ..................................................................................................................................... 5 3.4 Cross Secti on Desc ription ................................................................................................................................ 6 3.4.1 Duplic ate Effective Model ....................................................................................................................... 6 3.4 .2 Corrected Effective Models ..................................................................................................................... 6 3.4 .3 Proposed Project M odel s ......................................................................................................................... 7 3.6 Final Results ..................................................................................................................................................... 8 3.6.1 Hydrauli c Analysis Results ...................................................................................................................... 8 4. References ............................................................................................................................................................. 9 The Seitz Gro up (Wolf Pen Creek) G:\HYDRO \projects\63006027\Report\wlf_rprt .doc January, 2000 -i- Kimley-Horn and Associates , Inc . A pp e ndix A : HEC-2 Models Dup licate Effective M odel -Floodplain Corrected Effec tive Model - F lood pl ain Proposed Projec t Model -Floodp lain Ap pe ndi x B : Ex hibi t M a ps, Stream Profiles, a nd Cross-Sec tio ns Th e Sei tz Gr ou p Appendices List of Tables Tabl e 1: Manning 's "n" V a lu e s ...................................................................................................................................... 5 Tabl e 2 : Comp ari son of Water Surface E levations ........................................................................................................ 8 Tabl e 3 : Summar y of Correc ted Effec tive a nd Pro posed-Project Hydrau lics ................................................................ 8 T hi s document, together with th e conce pts and des igns presented here in , is an instrum ent of serv ices inte nd ed only for th e s pec ifi c purpose and cli e nt for whi ch it was prepared . Reuse of and imprope r reliance on thi s docum ent with out written auth ori zati on and adaptati on by Kim ley-Horn and Assoc iates, lnc . s hall be with out li ab ility to Kim ley-Horn and Assoc iates, Inc. T he Seit z Gro up (Wo lf Pen C reek) G :\HY DRO\projects\63006027\Report\w lf_rprt .doc Jan uary , 2000 -11 - Kimle y-Ho rn and As soci ates, Inc . The Seitz Group 1. Intro ductio n 1.1 Authority The Seitz Group, Inc. retained the services of Kimley-Hom and Associates, Inc. for the evaluation of floodplain impacts to Wolf Pen Creek. This report will describe the overall characteristics of the overbank improvements to Wolf Pen Creek and the associated adjustments to the floodplain . It will also include supporting technical documentation for the floodplain de lineation. Acting on behalf of the client, contacts for the study are as follows : Kevin Gaskey, P .E . Dan Grant, E.I. Kimley-Hom and Associates, Inc. 12700 Park Central Drive, Suite 1800 Dallas, Texas 75251 (972) 770-1300 1.2 History Wolf Pen Creek and its watershed are located in Brazos County. Wolf Pen Creek is a tributary of Ca1ters Creek. The drainage area includes the eastern half of Texas A&M University east toward State Highway 6 and beyond to its confluence with Carters Creek. 1.3 Purpose of Study Portions of the subject property currently lie wit hin a Federal Emergency Management Agency (FEMA) designated Zone AE, which is an area of 100-year flood with base flood elevations and flood hazard factors determined . The remaining portion of the property is designated as Zone X, which is an area outside the 100-year floodplain. Subsequent to the FEMA maps, Nath an D. Maier Consulting Engineers (NDMCE) submitted a letter of map revision for Wolf Pen Creek. Their hydraulic model covered this property, although the revised flood boundary maps considered only their client's property. The purpose of this study is to, first determine if a portion of the site can be reclaimed from the 100-year floodplain based on the NDMCE map revision, and then to provide design data to the City that indicates a "no rise" condition for the 100-year event in the built out condition. T he Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027 \Report\wlf_rprt.doc January , 2000 -1- Kimley-Horn and Associates, Inc. The Seitz Group 1.4 Location The site is located on the northeast corner of Texas Ave and Holleman Drive, downstream of the Texas Ave bridge . The site is bounded by Texas Ave to the southwest, Wolf Pen Creek to the north and northeast, and Holleman Drive to the southeast. Tributary "A" outfalls into Wolf Pen Creek from the west at the northeast border of the site . 1.5 General Site Characteristics 1.5.1 Landscape The upland areas of the site are abandoned building foundations with light brush. The low-lying areas adjacent to the channel are a combination of heavy brush and trees. The existing Wolf Pen Creek main channel is "V" shaped with side slopes from 1: 1 to 2: 1. Portions of the channel are incised. There are areas of local erosion along the banks throughout the project reach. 1.5.2 Soils Based on local soil surveys, soils within the site are primarily ligniferous clays and sands. The zone most adjacent to Wolf Pen Creek indicates soils with high plasticity indeces and low strength. Other zones within the site contain high plasticity clays with considerable compressive strength, indicating that these soils are not erosive to moderate stream velocity. 1.6 Methodology KHA applied the NDMCE HEC-2 analysis to the stream reach utilizing identical hydrology. KHA then developed a corrected effective hydraulic model that incorporated three additional cross sections through the subject property. The purpose of this modification was to facilitate the no-rise investigation. 1.7 Results KHA applied and mapped the NDMCE floodplain and floodway boundaries. Improvements on the subject site are partially within the 100-year flood fringe, but are entirely outside the 100-year floodway, per the previous hydraulic studies of NDMCE. Based on City concurrence, a LOMR shall be submitted to FEMA depicting the NDMCE floodplain/floodway boundaries. The site shall be developed consistent with these boundaries, and ultimately a LOMR based on fill may be submitted. The Seitz Group (Wolf Pen Creek) G :\HYO R O\proj ects\63006027\Report\ w If _rprt. doc January, 2000 -2- Kim ley-Ho rn and Assoc iates, Inc. The Seitz Group KHA has evaluated the impact of the floodplain encroachment, and finds minimal increases in water surface elevations for the 100-year event. As discu ssed with the City, a LOMR based on an as-built survey will be required. The minimal increases mentioned above will be addressed based on that survey. The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027 \Repmt\wlf_rprt .do c January, 2000 -3- Kimley-Horn and Assoc iates, Inc. The Seitz Group 2. Hydrology 2.1 Method Description Discharge values were obtained from the effective FEMA FIS and are consistent with the LOMR submitted for SCC Development, Ltd. by NDMCE in October, 1998 and the CLOMR submitted for Clarke-Wyndham by NDMCE in September, 1998 . 2.2 Model Description Tributary "A" outfall s into Wolf Pen Creek from the west at the northern border of the site. Flow values are increased at the cross sections down stream of Tributary "A" in each of the model s to account for this outfall. The Floodplain Models (Duplicate Effective, Corrected Effective and Proposed Project) discharge values within project limits are: 10 year (upstream of Tributary "A") 10 year (downstream of Tributary "A") 50 year (upstream of Ttibutary "A") 50 year (downstream of Tributary "A") 100 year (upstream of Tributary "A") 100 year (downstream of Tributary "A") 500 year (upstream of Tributary "A") 500 year (downstream of Tributary "A") The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt .doc 2591 cfs 2980 cfs 3571 cfs 4109 cfs 3969 cfs 4564 cfs 4800 cfs 5519 cfs January, 2000 -4- Kimley-Horn and Ass ociates, Inc. The Seitz Group 3. Hydraulics 3.1 Method Description The hydraulic models for this study were prepared based on two-foot aerial topography that was obtained from NDMCE upon the direction of the City of College Station, and two-foot topography that was recently prepared for the project site by KHA. The effective FEMA FIS was prepared by NDMCE for the 1998 LOMR and CLOMR submittals . NDMCE submitted a CLOMR in September, 1998 for Clarke-Wyndaham Real Estate Investment Services and a LOMR in October, 1998 for SCC Development Ltd. Both the CLO MR and the LOMR were submitted for developments that are located on Wolf Pen Creek within one mile downstream of the site proposed in this report . KHA received the effective FEMA FIS model dated January 13, 1999 with these revisions from NDMCE at direction of the City of College Station . 3.2 Work Study Maps The existing and proposed floodplain limits for the study are shown in Appendix B. 3.3 Roughness Coefficients The Roughness coefficients (Manning's "n") Values used in the Corrected Effective Model have been altered from the Duplicate Effective Model. Based on discussions with City staff, the Manning's "n" values used in the Effective FEMA model are higher than what is necessary to represent actual field conditions. The representative "n" values have been modified in the project reach only . The proposed project will improve the right overbank of the channel within the property boundary and will not modify the main channel or the left overbank. A retaining wall will be constructed along outer portions of the right overbank. The right overbank will be regraded within the site property boundary. These improvements will lower the roughness coefficient of the right overbank. KHA used a lower roughness coefficient to represent the proposed conditions (i.e. wall and grading in front of the wall) within the project site along the right overbank. The ro ughness coefficient for the proposed right overbank is based on the recommended Manning's "n" Values published in the City of Co ll ege Station Drainage Policy and Design Standards. All of these improvements to the right overbank are represented in the proposed project model. The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt .doc January , 2000 -5 - Kimley-Horn and Associates , Inc. Table 1: Manning's "n" Values River Stations Manning's "n" V alue Left Overbank Main Channel Right Overbank Duplicate All Models All Models Effective and Corrected EffectiveM odels Downstream to 163.00 0 .075 .0055 0 .075 166.10 to 176.50 0.070 .0050 0 .070 179 .40 to 180.40 0.070 .0050 0.070 180.40 to upstream 0.065 0.055 0 .065 3.4 Cross Section Description 3.4.1 Duplicate Effective Model The Seitz Group Right Overbank Proposed Project Model 0.075 0.065 0.070 0.065 NDMCE provided KHA with both the floodplain and floodway effective FIS models. KHA h as labeled this model as the Duplicated Effective model in thi s report. Model results for the 100 year di scharge, within project vicinity, are summarized in Table 2 with computer o utput files located in Appendix A. As part of the analysis it is necessary to ensure that the hydraulic model u sed is consistent with the previous study's paper copy results. This ensures that model version variation or keystroke errors do not impact the modeling results. 3.4.2 Corrected Effective Models The NDMCE Duplicate Model was then annotate d to facilitate the a nalysis of the Proposed Proj ect. Although this study provides a revi sion to the floodpl ain only, KHA reviewed both th e floodplain and floodway models that were prepared by NDMCE. It should b e noted that the geometric data in the two cross section s 160.20 a nd 163 .0 differ significantly between NDMCE's floodplain and floodway models. NDMCE references geometric revisions to these two cross sections in th e title card s of both th e flood way and flo odplai n m odels . However, only the NDMCE floodway model had been revised with th ese c hanges. The NDMCE floodplain mode l had not been updated with th ese c hanges. The Seitz Grou p (W olf Pen Creek) G:\HYD RO \projects\63006027 \Report\wlf_rpit .do c January, 2000 -6- Kimley-Horn and Associates , Inc. The Seitz Group KHA revised the Duplicate Effective model based on its review of the effective FIS floodplain and floodway models and the most recent available topographical mapping. The geometric data for the two cross sections 160.20 and 163 .0 in the floodplain model was revised to match the updated geometry in the floodway model. KHA added three cross sections (166 .10, 173.30, and 176 .5 0) at the locations that best represent the improvements to the right overbank in the proposed project. KHA revised the geometric data in cross sections 171.80, 175 .30, and 179.40, which are located within the project site. The geometric data in both the three additional cross sec tions and the revised cross sections located within the project site boundary is based on the two-foot topographical mapping that was recently produced for the project site, and the two-foot aerial topography obtained from the City of College Station. The recent site topography is limited to the outer edge of the right overbank and does not cover the main channel or the left overbank. The city topography covers the entire vicinity . Therefore the cross section data for outer portions of the right overbank is based on the recent site topography and the data for the main channel, left overbank, and the remaining inner portions of the right overbank are based on the city topography. The Floodplain Map in Appendix B shows both the site and city topography that was used to model the three additional cross sec tions and the revisions to the cross sections located within the project site boundary . In the Floodplain Map, the city topography is trimmed and removed within the proj ect site property boundary and the recent site topography has replaced it. The resulting model was used to determine the baseline existing conditions 100-year water surface elevations. Model results for the 100 year discharge are summarized in Tables 2 and 3, with computer output files located in Appendix A and cross section plots in Appendix C. 3.4.3 Proposed Project Models The Proposed Project model is base d on modifications to the Corrected Effective model to reflect proposed site development. The modifications to the Corrected Effective model consist of; clearing and regrading the right overbank, constructing a retaining wall along portions of the outer right overbank of the channel, and placing fill along portions of the outer right overbank of the channel. Model results are summarized in Tables 2 and 3, with computer output files in Appendix A and cross section plots in Appendix C. The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc January, 2000 -7- Kimley-Horn and Ass oci ates, Inc . The Seitz Group 3.6 Final Results 3.6.1 Hydraulic Analysis Results The proposed project conditions will only slightly increase th e water surfac e elevation s (d ue to a shift in the weighted conveyance with a more efficient right overbank) and thus will comply in as-built condi tion s with the City of College Station Drainage Policy and Design Standards. Tables 2 and 3 show the hydraulic modelin g results of the 100 year discharge for Wolf Pen Creek within propo sed project boundaries. Table 2: Comparison of Water Surface E levations 100-Year Water Surface Elev ations River Station Discharge Duplicate Corrected (cfs) Effective Effective Proposed-Project 166.10 4564 280.27 280.27 171.80 3969 283.73 282.16 282 .15 173.30 3969 282.64 282.64 175.30 3969 286.27 283 .97 283.94 176 .50 3900 284.76 284.68 179.40 3900 287.19 285.42 285.44 Table 3: Summary of Corrected Effective and Propos ed Project Hydraulics 100 year Water Surface River Elevations Station Corrected Proposed- Effective 166 .10 280.27 171 .80 282.16 173.30 282.64 175.30 283.97 176.50 284.76 179.40 285.42 The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt .doc Pro"ect 280.27 282.15 282.64 283.94 284.68 285.44 Net Change in Water Surface (ft) 0.00 -001 0.00 -0.03 -0.08 +0.02 100-Year Channel Velocity Corrected Effective 8 .04 8.39 9.5 8 8.14 6.0 1 6.23 Proposed- Project 8.03 8.36 9 .51 8.17 6.40 6 .21 January, 2000 -8- Kiml ey-Horn and Associate s, In c. The Seitz Group 4. References l. Nathan D. Maier Consulting Engineers Request for a Letter of Map Revision Wolf Pen Creek, College Station, Texas, October 1998. 2 . Nathan D . Maier Consulting Engineers Request for a Conditional Letter of M a p Revision Wolf Pen Creek, College Station , Texas , September 1998 . 3. City of College Station . Drainage Policy and Design Standards, October 1990 . 4. Flood Insurance Rate Map, Brazos Co u nty , Texas, Panel 4804 1C0144C. 5 . Army Corp of E ngineers ., User Manual for HEC-2 , September 1991. The Seitz Group (Wolf Pen Creek) G :\H YD RO\projects\63006027\Report\ wl f_rp1t .doc January, 2000 -9- Kimley-Horn and Assoc iates , Inc. T he Seitz Group (Wolf Pen C reek) G:\HYDRO\projects\63006027\Report\wlf_rprt .doc The Sei tz Gr oup Appendix A: HEC-2 Models Janu ary, 2000 Kimley-Horn and Associates, Inc. The Seitz Group (Wolf Pen Creek) G :\HYDRO\projects\63006027\Report\wlf_rprt.doc The Seitz Group Duplicate Effective Model -Floodplain January, 2000 1******************~************************* * HE C-2 WA TE R SURFACE PROFILES * * * Ve rsi on 4 .6.2; May 1991 * * RUN DATE 10SEP99 TIME * * * 11:05:49 * ******************************************** x x xxxxxxx xxxxx x x x x x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x xxxxxxx 10SE P99 11 :05:49 ************************************* HEC -2 WA TER SURFACE PROFILES Version 4 .6.2; May 1991 ************************************* 11-14 -95 us i ng e r v meyer's fi le "WOLFAMPR " as a base model and new topo f r om clarke & wi ndham, secns 124.00, 126 .00, x x xxxxx 130.90, 13 5 .60, & 145.60 wer e revised and model rerun to determ i ne l i mit s at the s e sections. x 9-16 -98 Revisions per City's Rev i ew. La ke at Amph i theater mod if ied to r eflect Silted i n cond i t i on . No plans to dredge l ake . Stations 189 .00 -223.20 Modifi ed to mat ch FI S. Appe ars to be +/-450 ft. added into the NDM station i ng At ab out Sta t ion 186.00 Rev i s ed 10/22 /98 t o r emove fil l i n l e ft bank at 160.20 and 163.00 Rev ised 01 /12/99 t o correct channel reach length at 124 .00 -145.60 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11 -7 -95 T2 EXIST. COND. 10-YR.FLD.-HYPOTHET!CAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2R Revi sed 10/22/98 to remove fill in left bank at 160.20 and 163.00 J1 !CHECK lNQ NINV !DIR STRT METRIC HVINS 0 2 0 0 .001977 0 0 Q J2 NPR OF !PLOT PRFVS XSECV XSECH FN AL LDC lBW 0 -1 0 0 0 -1 J3 VAR IABL E CODE S FOR SUMMAR Y PRINTOUT 150 0 0 JS LPR NT NUMSEC ********REQUESTED SECTION NUMBERS******** J6 QT NC 1 -10 lHLEQ 4 0 .09 10 SEP 99 -10 !COPY 3941 .075 11 :05:49 SUBDIV 5287 0 .06 STRTDS 56 45 0 . 1 RM!LE 6882 0.3 xxxxx x x x xxxxx x x xxxxxxx *************************************** * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITED * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 * * * * * *************************************** PAGE THIS RUN EXECUTED 10SEP99 11 :05:49 WSEL FQ 0 0 CHNIM !TRACE 0 0 PAGE 2 BEGIN WOLF PEN CREE K 2630 FT. U/S OF CARTERS CREEK CONFLUENCE X1 26 .30 17 1153 1185 0 0 0 GR 250.0 1000 248 .0 103 0 246.0 1070 244.0 1100 242.0 1145 GR 240.0 1153 236.0 1156 235.0 1158 235.0 1168 236.0 1173 GR 238.0 1180 240.0 1185 242.0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 X1 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 1325 242.0 1535 GR 240.0 1545 238.0 1550 237.0 1553 238.0 1562 240.0 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1780 GR 260.0 1900 X1 45.60 16 1302 1335 700 500 83 0 GR 250 .0 650 25 0 .0 10 18 248.0 1030 246.0 1060 244.0 1285 GR 242.0 1297 240.0 13 02 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246.0 138 0 250.0 1430 252.0 1460 254.0 1500 GR 256.0 1555 X1 49.20 17 1305 1335 150 300 360 GR 250.0 600 250.0 1015 246.0 1045 246.0 1260 244.0 1300 GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238.0 1320 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 .060 X1 55.00 14 1527 1565 460 300 580 GR 254 .0 1000 252.0 1050 250.0 1085 248.0 1200 248.0 1425 GR 246.0 1527 244 .0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248 .0 1795 250.0 1835 252.0 1870 QT 4 3949 526 1 551 5 6793 X1 61.00 11 1630 1670 300 420 600 GR 254.0 100 0 252.0 1060 250.0 1240 248.0 1280 246.0 1630 GR 240.0 1650 246.0 1670 248.0 1740 250.0 1750 254.0 1810 GR 256.0 1860 NC .065 .065 .060 .3 .5 X1 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266.0 1100 264.0 1300 262.0 1560 260.0 1675 GR 258.0 1790 256.0 1940 250.0 1960 248.0 1968 246.0 1990 GR 245.0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260.0 2430 26 0.0 2560 260.0 2665 266.0 2850 STATE HIGHWAY 6 WEST LANE, U/S IS MOS T RESTRICTIV E (4 -10' X 8 1 ) W'X HI AL L FOUR BARRELS CONS IDERED TO BE EFFECTIVE X1 70 .00 12 1700 174 2 100 100 100 GR 270 .0 1000 268.0 1095 266.0 1190 264.0 1450 263.85 1700 GR 246. 11 1700 246.11 174 2 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 28 70 1 10SEP99 11 :05:49 PAGE 3 NC .015 SB 1.25 1.5 2 .9 0 42 2 320 0 247 .32 246.11 X1 73.70 370 370 370 1.21 X2 1 255 .32 263.85 BT 10 1000 270 .0 0 1095 268.0 0 1190 266.0 0 BT 1450 264.0 0 170 0 263.85 0 1742 263.85 0 2600 BT 264.0 0 2695 26 6.0 0 2780 268. 0 0 2870 270.0 BT 0 NC .070 .070 .060 SECTION CUT OFF AT HO LLEMAN R.O.W. AND LOWE 'S ENTRANCE X1 75.10 18 1600 163 0 100 150 140 GR 270.0 1000 270 .0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258 .0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 GR 254.0 1765 270.0 1765 270.0 2260 NC .1 .3 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 77.70 22 1529 1570 190 310 260 GR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257.63 1287 GR 258.00 1299 256 .00 13 49 254.70 1449 254.50 1503 252.50 1529 GR 246.30 1534 243.25 154 9 246.61 1564 254.01 1570 257.71 1623 GR 257.35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 GR 263.34 1907 270.0 19 07 NC .075 .075 .065 SECTION CUTOFF AT ~OLLEMAN R.O.W. AND LOWE'S BUILDING X1 80.80 15 1315 1355 320 230 310 GR 270.00 1000 263.4 1000 262.0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 GR 256.0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTI ON CUTOFF AT HOLLEMAN R.O.W. X1 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256. 0 1285 GR 254.0 1360 246.37 1370 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 270.0 1760 I SECTION CUTOFF AT HOLLEMAN R.O.W. X1 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258.0 1290 256.0 1315 254.0 1410 GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 88.15 12 1400 1445 280 230 260 GR 270.00 1000 263.6 1140 262.0 1270 260.0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254.0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 1 10SEP99 11:05:49 PAGE 4 SECTION CUTOFF AT SEARS SERVICE CENTER X1 91.90 14 1660 1705 450 200 375 GR 270.00 1470 266.0 1470 264.0 1540 262.0 1565 260.0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 1780 260.0 1815 270.0 1965 SECTION CUTOFF AT SEARS SERVICE CENTER X1 95.00 16 1181 1211 170 350 310 GR 266.01 1000 264.56 1057 263. 16 1107 262.36 1157 262.36 1181 GR 253.06 1190 251. 96 1207 256.94 1211 257.94 1257 259.44 1357 GR 259.84 1389 268.82 1457 270.32 1507 277.65 1607 282.35 1699 GR 280.36 1780 X1 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1420 260.0 1500 GR 258.0 1595 256.0 1620 254.0 1670 252.58 1675 260.0 1695 GR 262.0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512.5 .025 1567.5 .045 1675 X1 103.00 14 1512.5 1567.5 150 600 445 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1450 259.0 1480 GR 256.0 1490 255.0 1512.5 254.0 1512.5 254.00 1540 254.0 1567.5 GR 255.0 1567.5 256.0 1582 258.0 1588 270.0 1675 QT 4 3830 5195 5630 6940 -AMPHITHEATER DAM NH 4 .045 1296 .025 1374 .045 1408 .075 1584 X1 108. 10 14 1310 1374 500 220 510 GR 274.0 1140 267.0 1233 257.0 1278 255.0 1296 255.0 1310 GR 254.0 1310 254.0 1342 254.0 1374 255.0 1374 255. 15 1385 GR 266.0 1408 268.0 1465 269.0 1510 270.0 1584 NC .065 .065 LAKE MODIFIED TO REFLECT SILT NH 4 .075 1130 .045 1374 .025 1634 .045 1755 X1 112.00 16 1486 1634 360 320 390 GR 272.0 1000 270.0 1130 267.0 1318 265.0 1330 265.0 1345 GR 256.00 1374 255.00 1486 254.00 1486 254.0 1560 254.0 1634 GR 255.0 1634 256. 1645 263. 1672 264.0 1685 265.0 1714 GR 271.0 1755 NC .3 .5 LAKE MODIFIED TO REFLECT SILT NH 4 .045 1464 .025 1565 .045 1760 .075 1820 100' D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECT ION X1 112.90 15 1473 1565 100 250 90 R 272.0 1000 267.0 1432 256.0 1464 255.0 1473 254.0 1473 GR 254.0 1540 254.0 1565 255.0 1565 256.0 1578 265.0 1613 GR 265.0 1650 266.0 1658 269.7 1680 269.7 1760 272.0 1820 1 10SEP99 11 :05:49 PAGE 5 D/S FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION X1 113. 90 12 1418 1460 100 100 100 GR 271.21 1000 270.4 1140 269.86 1240 269.32 1340 269.04 1418 GR 254. 19 1418 254.19 1460 269.04 1460 270.11 1500 271.00 1600 GR 271.49 1700 272. 12 1800 NC .015 SB 1.25 1. 50 2.9 0 42 2 400 0 255.34 254. 19 X1 116.20 230 230 230 1. 15 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269.86 0 BT 1340 269.32 0 1418 269.04 0 1460 269.04 0 1500 BT 270. 11 0 1600 271.00 0 1700 271.49 0 1800 272.12 BT 0 NC .075 .075 .055 X1 116. 70 15 1495 1587 50 50 50 GR 272.06 1000 271.48 1100 270.94 1200 270.4 1300 269.86 1385 GR 269.68 1445 264.0 1495 255.34 1520 255.34 1562 264.0 1587 GR 271 .0 1650 271.24 1750 271 .87 1850 272.5 1950 272.82 2050 QT 4 3711 5132 5763 7075 NC . 1 .3 X1 119.20 9 1300 1337 250 250 250 GR 27'1.48 1000 264.0 1030 262.0 1290 260.0 1300 256. 12 1310 GR 260.0 1337 264.0 1380 268.0 1465 272.5 1510 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 124.00 22 1070 1111 580 300 565 GR 272 1000 270 1003 268 1007 266 1010 264 1014 GR 266 1018 268 1070 266 1073 264 1075 262 1077 GR 260 1080 258 1083 256.42 1087 258 1091 260 1097 GR 262 1103 264 1106 266 1111 268 1149 270 1200 GR 272 1243 272 1314 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 126.00 22 1161 1244 240 180 300 GR 276 1000 274 1005 272 1012 270 1028 268 1059 GR 266 1133 266 1161 264 1177 264 1190 262 1221 GR 260 1225 258 1226 256 1232 258 1237 268 1244 GR 268 1257 268 1273 266 1285 268 1320 270 1341 GR 270 1380 272 1512 NC .090 .090 .075 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 130.90 21 1010 1099 500 370 750 GR 276 1000 274 1010 272 1020 270 1029 268 1033 GR 266 1049 264 1056 258 1065 258 1082 264 1090 GR 266 1099 268 1149 268 1162 270 1265 272 1425 GR 272 1485 272 1520 274 1565 274 1593 276 1748 GR 278 1823 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob 10SEP99 11: 05 :49 PAGE 6 LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 135.60 24 1860 1920 340 300 835 277.5 1000 278 1184 276 1294 272 1321 270 1515 270 1540 268 1550 268 1763 270 1848 270 1860 268 1875 266 1880 263.14 1895 264 1900 266 1905 268 1910 270 1920 272 1930 274 1945 276 1955 278 1975 280 2035 282 2200 284 2290 T 4 2837 3954 4444 5541 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 145.60 16 1610 1636 410 450 550 280 1090 278 1127 275 1328 273 1580 272 1610 265.95 1624 265.95 1624 266 1627 268 1630 270 1636 272 1725 274 1756 276 1785 278 1814 280 1844 280 1894 SECTION CUTOFF AT XMAS STORE 156.40 13 1135 1190 520 600 1080 283.24 1120 283.24 1120 283.24 1120 274.0 1135 272.0 1145 270.0 1150 267.52 1155 270.0 1175 272.0 1190 274.0 1260 GR 276.0 1330 278.0 1370 280.0 1480 QT 4 2980 4109 4564 5519 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 160.20 15 1360 1400 250 220 380 GR 285 1000 284.11 1140 284 1175 277 1205 276.0 1240 GR 274.0 1290 272.0 1360 270.0 1365 266.79 1375 270.0 1385 GR 274.0 1400 276.0 1420 278.0 1470 280.0 1555 282.0 1610 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 163.00 16 1460 1492 350 240 280 GR 284.0 1230 282.5 1230 282 1245 280 1300 279 1343 GR 276 1368 276.0 1460 270.0 1475 268.98 1480 270.0 1485 GR 272.0 1492 274.0 1515 276.0 1600 278.0 1665 280.0 1690 GR 284.0 1745 QT 4 2591 3571 3969 4800 SECTION CUTOFF AT CAR WASH X1 171.80 11 1385 1415 400 480 850 GR 286.0 1340 284.09 1340 284.09 1340 276.0 1385 271.0 1400 GR 280.0 1415 282.0 1430 284.0 1520 286.0 1570 288.0 1690 GR 290.0 1730 X1 175.30 13 1310 1350 330 420 350 GR 286.8 1000 284.0 1150 282.0 1240 280.0 1290 278.0 1310 GR 270.72 1330 280.0 1350 282.0 1360 284.0 1380 290.0 1380 GR 290.0 1540 290.0 1565 290.0 1640 10SEP99 11 :05 :49 PAGE 7 QT 4 2575 3520 3900 4740 NC .3 . 5 100' D/S OF BOX CULVERT ON TEXAS AVENUE X1 179.40 13 1110 1160 310 410 410 GR 286.6 1000 286.0 1010 284.0 1083 282.0 1095 280.0 1110 GR 273. 16 1130 280.0 1160 282.0 1170 284.0 1190 284.0 1215 GR 290.0 1340 290.0 1385 290.0 1460 D/S FACE BOX CULVERTS ON TEXAS AVENUE 180.40 11 1235 1266.3 160 60 100 GR 290.0 800 289.4 1000 286.6 1235 273.01 1235 273.01 1266.3 GR 286.5 1266.3 286.0 1410 286.0 1500 286.4 1590 287.2 1625 GR 290.5 1640 c .015 B 1 .25 1.5 2.9 0 31 .3 1 .3 300 0 273. 01 273.01 X1 181. 12 112 112 112 2 1 283.01 286.6 T 9 800 290.0 0 1000 286.6 0 1235 286.75 0 T 1266.3 286. 75 0 1410 286.6 0 1500 286.6 0 1590 BT 286.8 0 1625 287.2 0 1640 290.5 0 c .065 .065 .055 . 1 .3 NOM STATION 186.00 100 1 U/S BOX CULVERTS X1 182.40 11 1185 1270 100 100 100 R 290.0 800 289.4 1000 286.6 1150 286.0 1185 273.8 1207 R 273.8 1215 284.0 1250 286.0 1270 288.0 1300 288.0 1555 R 290.0 1620 NDM STATION 189.00 185.50 12 1370 1435 260 390 300 295.0 1000 295.0 1310 288.0 1310 286.0 1370 276.3 1400 276.3 1403 288.0 1435 290.0 1470 292.0 1545 294.0 1660 GR 298.0 1840 300.0 1880 NOM STATION 191 .50 188.00 8 1425 1490 150 270 250 GR 290.0 1060 288.0 1370 286.0 1425 276. 75 1462 286.0 1490 GR 288.0 1500 290.0 1510 300.0 1765 4 2560 3464 3855 4675 NOM STATION 194.30 X1 190.80 13 1235 1280 230 200 280 295.0 1175 288.0 1185 286.0 1235 277.5 1258 277.5 1262 284.0 1280 286.0 1355 290.0 1395 292.0 1435 294.0 1490 296.0 1530 298.0 1585 300.0 1610 10SEP99 11 :05:49 PAGE 8 NC .075 NDM STATION 197.00 X1 193.50 12 1252 1297 275 320 270 GR 295.0 1210 289.0 1210 288.0 1240 286.0 1252 278.1 1275 GR 286.0 1297 288.0 1320 290.0 1345 294.0 1410 296.0 1490 GR 298.0 1570 300.0 1610 NDM STATION 199.00 X1 195. 50 12 1292 1380 200 150 200 GR 295.0 1260 288.0 1260 280.0 1311 279.0 1315 280.0 1322 GR 286.0 1340 288.0 1355 290.0 1380 292.0 1500 296.0 1560 GR 298.0 1620 300.0 1690 NC .085 .085 .050 QT 4 10 50 1391 1536 1830 NDM STATION 201.00 X1 197.50 13 1290 1350 380 130 200 GR 300.0 1160 293.5 1170 292.0 1230 290.0 1255 286.0 1275 GR 284.0 1290 280.5 1320 282.0 1330 284.0 1350 290.0 1380 GR 296.0 1470 298.0 1610 300.0 1655 NDM STATION 203.00 X1 199.50 10 1230 1290 150 230 200 GR 31JO. 0 1140 293.5 1150 292.0 1170 286.0 1230 282.0 1260 GR 286.0 1290 296.0 1380 298.0 1415 300.0 1455 302.0 1520 NDM STATION 207.0 0 X1 203.50 12 1355 1375 320 410 400 GR 300.0 1000 298.0 1015 296.0 1100 296.0 1285 294.0 1285 GR 288.0 1355 286.1 1370 286.0 1375 294.0 1410 296.2 1410 GR 298.0 1792 300.0 1800 NDM STATION 209.00 X1 205.50 14 1198 1215 180 130 225 GR 300.0 1000 298.0 1080 294.0 1140 292.0 1160 290.0 1180 GR 288.0 1198 287.0 1205 288.0 1215 290.0 1225 294.0 1250 GR 296.0 1275 298.0 1300 298.0 1380 300.0 1390 NDM STATION 210.80 X1 207.30 10 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 1158 296.0 1168 290.0 1185 GR 287.5 1195 290.0 1210 296.0 1233 300.0 1250 302.0 1400 NC .3 .5 NDM STATION 213.30 X1 209.80 10 1250 1265 250 240 250 GR 306.0 1000 304.0 1061 302.0 1140 300.0 1180 298.0 1197 GR 290.0 1250 289.0 1255 290.0 12 65 300.0 1265 300.8 1430 NDM STATION 215.30 10SEP99 11:05:49 PAGE 9 X1 211.80 12 1295 1310 150 180 200 GR 310.0 1000 308.0 106 0 306.0 1100 304.0 1190 300.0 1265 GR 294.0 1295 291.0 1308 294.0 1310 298.0 1345 300.0 1360 GR 300.7 1380 300.8 1580 NDM STATION 215.90 X1 212.40 18 1101.9 111 4 . 1 90 30 60 GR 308.1 820 308.0 830 304.0 1000 302.0 1070 298.0 1086 GR 290.96 1101.9 290.96 110 2 290 .96 1102.8 290.96 1105 290.96 1108 GR 290.96 1111 290.96 1113.2 290.96 1114 290 .96 1114. 1 298.0 1129 GR 300.6 1175 300.6 1210 320.0 1210.1 NC .024 SB 1.25 1.5 2.9 0 8.5 0 55 0 290.96 290.96 NDM STATION 216.30 X1 212.80 40 40 40 X2 1 297.46 300.60 BT 18 820 308.1 0 830 308.0 0 1000 304.0 0 BT 1070 302.0 0 108 6 301.3 0 1101. 9 300.6 0 1102 BT 300.6 0 1102.8 300.6 0 1105 300.6 0 1108 300.6 BT 0 1111 300.6 0 1113.2 300.6 0 1114 300.6 0 BT 1114.1 300.6 0 1129 300.6 0 1175 300.6 0 1210 BT 300.6 0 1210.1 320.0 0 NC .050 .050 .045 NDM STATION 216.50 1 1 X1 213.00 GR 308.1 GR 300.0 GR 300.0 NDM STATION X1 215.70 GR 307.0 GR 294.0 GR 306.0 NC NDM STATION X1 217.60 GR 305.9 GR 296.2 GR 304.0 NDM STATION X1 219.70 GR 306.0 GR 300.0 10SEP99 13 .1000 1300 1380 219.20 13 1000 1240 1380 221. 10 14 1000 1175 1230 223.20 9 1000 1115 11 :05 :49 1315 308.0 298.0 300.0 1225 306.0 296.0 308 .0 1150 306.0 296.2 306.0 10 85 30 4 .0 302 .0 1345 1055 1315 1395 125 5 1055 1250 1395 .1 1210 1030 1185 1245 1120 10 55 1120 20 306.0 292.5 320.0 230 304.0 298.0 310.0 .3 300 306.0 298.0 308.0 170 302.0 308.0 20 1135 1330 1395 290 1190 1255 1420 300 1085 1195 1265 210 1085 1150 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11:05:49 20 304.0 292.5 270 302.0 300.0 190 304.0 300.0 310.0 210 300.0 310.0 T1 HYDRAULIC ANALYSIS OF WOLF PEN CR EEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 50-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANAL YSIS-NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS 0 3 0 0 .001977 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 2 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11:05:49 Q IBW r1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 2 -EXIST. COND . 100 -YR.FLD.-HYPOTHETICAL STORM ·-W/AMPHITHEATER AND LAKE T3 WOLF PEN CRE EK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 !CHECK INQ NINV !DIR STRT METRIC HVINS 4 0 .001799 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 3 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF ROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR HAILS. 10SEP99 11 :05:49 Q IBW HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11 -7 -95 T2 EXIST. COND. 500 -YR.FLD .-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 !CHECK INQ NINV !DIR STRT METRIC HVINS Q 0 5 0 .001977 WSEL 1190 1338 1205 1275 1150 1200 1290 1090 1170 CHNIM WSEL 247.44 CHNIM WSEL FQ 302.0 298.0 298.0 302.0 300.0 302.0 297 .0 !TRACE FQ !TRACE FQ 1225 1345 1225 1340 1170 1210 1100 PAGE 10 PAGE 11 PAGE 12 PAGE 13 1 J2 NPROF !PLO T PRFVS XSECV XSECH FN AL LDC 15 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS CHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11 :05:49 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* IBW CHNIM !TRACE PAGE 14 THIS RUN EXECUTED 10SEP99 11:05:50 NOTE-A~TERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELL C ELMIN Q CWSEL CRI\.JS EG 10*KS VCH AREA 26.300 .00 .00 .00 235.00 3941.00 246.50 244.81 246.67 19.94 4.85 1809.68 26.300 .00 .00 .DO 235.00 5287.00 247. 14 245.45 247.31 20.16 5.08 2290.71 26.300 .00 .DO .OD 235.00 5645.00 247.44 245.43 247 .59 17.99 4.89 2519.74 26.300 .00 .00 .00 235.00 6882.00 247.82 246.01 247.99 19.80 5.25 2824.26 * 37.300 1100. 00 .00 .OD 237.00 3941.00 247.50 243.79 247.56 8.68 2.97 2336.41 * 37.300 1100.00 .OD .OD 237.00 5287.00 248.19 244.27 248.27 10.23 3.39 2732.00 37.300 1100.00 .OD .OD 237.00 5645.00 248.42 244.36 248.50 10.23 3.45 2869.83 37.300 1100.00 .DO .00 237.00 6882.00 248.90 244.69 249.00 11.64 3.80 3179.17 * 45.600 830 .00 .OD .OD 237. 50 3941.00 248.31 245 .89 248.53 21.04 5.21 1486.74 * 45.600 830.00 .00 .DO 237.50 5287.00 249. 12 246.79 249.37 23.10 5. 75 1799.84 * 45.600 830.00 .00 .DO 237. 50 5645.00 249.34 246.85 249.59 23.17 5.83 1889. 16 * 45.600 830.00 .OD .O D 237 .50 6882.00 249.92 247.27 250.21 25.09 6.28 2125.59 49.200 360.00 .00 .DO 237.70 3941.00 248.96 247.33 249.22 31.34 5.80 1361.12 49.200 360.00 .DO .00 237.70 5287.00 249.79 247.84 250.06 31.84 6.20 1681.42 49.200 360.00 .00 .DO 237.70 5645.00 250.01 247.99 250.28 31.61 6.26 1769.45 49.200 360.00 .OD .OD 237.70 6882.00 250.63 248.35 250.89 30.89 6.44 2268.35 55.000 580 .00 .00 .OD 239.00 3941.00 250.17 248.59 250.27 17 .59 3.95 2028.40 55.000 580.00 .DO .00 239.00 5287.00 250.93 248.93 251.03 15.57 3.95 2613.57 * 55.000 580.00 .DO .00 239.00 5645.00 251. 13 248.96 251.22 15.07 3.95 2767.12 * 55.000 580.00 .DO .OD 239.00 6882.00 251.69 249.29 251. 79 14.43 4.02 3219.31 61.000 600.00 .00 .DO 240.00 3949.00 250 .81 248.48 250.89 12.89 3.40 2037.71 61.000 600.00 .DO .00 240.00 5261.00 251.52 248.79 251 .61 13.44 3.68 2484.67 61.000 600.00 .OD .00 240.00 5515.00 251.69 248.86 251. 78 13.06 3.68 2603. 18 61.000 600.00 .00 .OD 240.00 6793.00 252.24 249.12 252.35 13.66 3.92 2995.76 69.000 800 .00 .00 .OD 245.00 3949.00 253.20 252.24 254. 76 153.97 10.22 413.29 * 69.000 800.00 .DO .DO 245.00 5261.00 253.94 253.29 256.05 181.03 11.94 479.46 * 69.000 800.00 .DO .OD 245.00 5515.00 254.06 253.47 256.27 186.79 12.27 490.48 69.000 800.00 .00 .OD 245.00 6793.00 254.62 254.47 257.37 211.16 13.74 544.48 10SEP99 11:05:49 PAGE 15 SEC NO XLCH EL TRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA 70.000 100.00 .OD .OD 246. 11 3949.00 254.69 252.59 256.56 175.96 10.96 360.37 70.000 100.00 .DO .DO 246. 11 5261.00 255.69 253.95 258.34 226.13 13.08 402.32 70.000 100.00 .00 .DO 246.11 5515.00 255.86 254.20 258.67 236.18 13.47 409.40 70.000 100.00 .OD .DO 246.11 6793.00 256.63 255.43 260.30 287.26 15.37 441.84 73.700 370.00 263 .85 255.32 247.32 3949.00 256.67 .00 258.24 8.54 10.05 392.78 ------ .01K 882.60 1177.49 1330.93 1546.57 1337.28 1652.61 1764.80 2017.00 859.11 1099.92 1172. 78 1373.81 703.94 936.99 1004.08 1238.16 939.75 1340.01 1454.36 1811.46 1099.n 1435 .10 1526.08 1837.73 318.25 391.01 403.53 467.47 .01K 297.70 349.85 358.86 400.79 1351.23 * 73.700 37 0;00 263.85 255.3 2 247.32 5261.00 260.60 .OD 261.98 5.54 9.43 557.90 2236.05 * 73.700 370.00 263 .85 255.3 2 247 .32 5515.00 261.43 .00 262.77 5.13 9.31 592.62 2433.76 * 73. 700 370.00 263 .85 255.3 2 247 .32 6793.00 262.62 .DO 264.36 6.21 10.57 642.75 2725.04 75.100 140.00 .OD .O D 245.93 3949.00 258.60 255.37 258.81 16.14 4.85 1310.09 982.87 75 .100 140.00 .OD .00 245.93 5261.00 262.36 256.09 262.45 5.38 3.37 2473.95 2268.25 75 .100 140.00 .OD .O D 245.93 5515.00 263.14 256.12 263.22 4.44 3.16 2740.67 2617.98 75. 100 140.00 .00 .OD 245.93 6793 .00 264.84 256.79 264.92 3.86 3.15 3318.76 3456.92 77.700 260.00 .00 .OD 243.25 3949.00 259.00 252. 71 259. 11 8.64 3.58 2082.66 1343.46 * 77.700 260.00 .00 .DO 243.25 5261.00 262. 50 256.06 262.53 2.12 2.08 4416.48 3612.23 * 77.700 260 .00 .O D .OD 243.25 5515.00 263.26 256.30 263.29 1.66 1.90 4973.46 4274.28 * 77.700 260.00 .D O .OD 243.25 6793.00 264.95 257.16 264.97 1.28 1. 78 6447.81 6007.25 80.800 310.00 .D O .OD 246.39 3949.00 259.32 256.48 259.46 15.60 4.02 1610.14 999.78 80.800 310.00 .OD .DO 246 .39 5261 .00 262. 58 257 .OD 262.62 4.27 2.53 3575.24 2544.56 80.800 310.00 .DO .O D 246.39 5515.00 263.32 257.11 263.36 3.20 2.26 4188.62 3083.44 80.800 310.00 .DO .00 246.39 6793.00 264.99 257 . 52 265.02 2.24 2.04 5611.76 4542.13 * 83.600 280.00 .DO .00 246.37 3949.00 259.76 257.49 260.08 36.93 5.86 1109.63 649.79 * 83.600 280.00 .00 .O D 246.37 5261.00 262.69 258.44 262.78 9.39 3.53 2653.99 1716.53 * 83.600 280.00 .00 .OD 246.37 5515.00 263.40 258.50 263.47 6.80 3.12 3163.33 2115.17 83.600 280.00 .00 .00 246.37 6793.00 265.05 259.14 265 .10 4.31 2.68 4405.14 3271.72 8~.550 19 5 .00 .00 .00 246.64 3949.00 260.56 257.53 260.77 30 .56 4.64 1179.64 714.34 85.550 195.00 .00 .O D 246.64 5261.00 262.91 258.25 263 .02 13.39 3.66 2157.81 1437.62 85.550 195.00 .OD .00 246.64 5515.00 263.56 258.36 263.66 10.37 3.36 2511.86 1712.22 85.550 195.00 .00 .DO 246.64 6793.00 265. 15 258.99 265.22 6.92 3.01 3460.20 2583.24 88.150 260.00 .OD .00 246.61 3949.00 261 .33 258.01 26 1 .54 28.50 4.43 1159.04 739.69 88. 150 260.00 .DO .00 246.61 5261.00 263.27 258. 57 263.43 17.04 3.96 1808.51 1274.64 88 .1 50 260.00 .00 .D O 246.61 5515 .00 263.85 258.76 263.98 13.86 3. 71 2063.99 1481.26 88. 150 260.00 .00 .00 246.6 1 6793 .00 265.34 259.40 265.46 10.12 3.47 2787 .95 2135.08 91 .900 375.00 .00 .00 247.49 3949.00 262.23 259.26 262.42 27.35 4.42 1216.56 755.07 91.900 375.00 .00 .OD 247.49 5261.00 263.84 259.84 264.01 19.27 4.19 1714.31 1198.46 91.900 375 . 00 .00 .O D 247.49 5515.00 264.32 259.87 264.47 16.59 4.01 1877.41 1353.96 91.900 375.00 .00 .00 247.49 6793.00 265.70 260.47 265.84 13.22 3.89 2409.00 1868.44 95.000 310.00 .00 .00 251.96 3949.00 263.15 260.51 263.36 31 .82 4.84 1164.29 700.05 95.000 310.00 .OD .00 251.96 5261.00 264.50 26 1 .13 264.70 24.57 4.68 1620.03 1061 .27 95.000 310.00 .00 .OD 251.96 5515.00 264.89 261.17 265.08 21.66 4.51 1766.20 1184.97 95.000 3 10.00 .00 .00 251.96 6793.00 266.15 261.53 266.31 17.07 4.31 2282.49 1644 .08 10SEP99 11:05:49 PAGE 16 SECN O XLCH ELTRD ELLC ELM IN Q CWSEL CR IWS EG 10*KS VCH AREA .01K * 98.550 355.00 .00 .00 252.58 3949.00 263.80 259.47 263.89 12.38 3.12 1819.29 1122.31 * 98.550 355.00 .00 .00 252.58 5261.00 265.05 260.10 265 .13 10.33 3.14 2472.67 1637.24 * 98.550 355.00 .OD .OD 252.58 5515.00 265.38 260.23 265.46 9.38 3.06 2671.45 1800.44 * 98.550 355.00 .OD .D O 252.58 6793.00 266.55 260.77 266 .62 7 .68 2.99 3427.56 2452.01 * 103.000 445.00 .00 .OD 254.00 3949.00 263.85 258.82 264.11 3.36 4.89 1273.37 2155.67 * 103.000 445.00 .00 .00 254.00 5261.00 265.05 259.70 265.37 3.61 5.47 1656.57 2768.98 * 103.000 445.00 .00 .00 254.00 5515.00 265.38 259.86 265.69 3.48 5.48 1774.92 2954.63 * 103.000 445.00 .00 .00 254.00 6793.00 266 .5 2 260.64 266.85 3.42 5.79 2231.36 3670.97 108.100 510.00 .00 .00 254.00 3830.00 26 4 .05 258.16 264.25 2.24 4.06 1208.99 2557.13 108 .1 00 510.00 .D O .OD 254.00 5195.00 265.24 258.96 265.52 2. 73 4.83 1402.09 3145.49 108.100 510.00 .00 .00 254.00 5630.00 265.54 259. 19 265.84 2.91 5.07 1451.35 3300.06 108 .1 00 510 .00 .DO .00 254.00 6940.00 266.65 259.87 267.01 3 .14 5.60 1646.89 3916.73 * 112.000 390.00 .OD .D O 254.00 3830.00 264.25 256.63 264.28 .30 1. 51 2842.64 7038.64 * 112.000 390 .00 .00 .00 254.00 5195.00 265.52 257 .05 265 .57 .35 1.79 3312.48 8734.65 * 112.000 390.00 .00 .00 254.00 5630.00 265.85 257.18 265.89 .37 1.87 3439.51 9197.65 * 112.000 390.00 .00 .OD 254.00 6940.00 267.02 257.54 267.07 .40 2.06 3909.94 10969.99 * 112.900 90 .00 .00 .OD 254.00 3830.00 264.20 257.66 264.35 1.50 3.38 1357.97 3126.80 * 112.900 90 .00 .DO .00 254.00 5195.00 265.45 258.41 265.66 1.81 4.01 1592.26 3858.79 * 112.900 90 .00 .00 .00 254.00 5630.00 265.76 258.63 266.00 1.92 4.20 1661.39 4061.22 * 112.900 90.00 .00 .00 254.00 6940.00 266 .92 259.27 267.19 2.05 4.61 1922.05 4852.52 * 113. 900 100.00 .00 .OD 254 . 19 3830.00 263.66 260.53 265.10 69.70 9.63 397. 75 458.76 * 113.900 100.00 .DO .00 254.19 5195.00 264.59 261.97 266.79 97. 74 11.90 436.72 525.48 * 113 .900 100 .00 .DO .00 254. 19 5630.00 264.78 262.39 267.27 108.87 12.66 444.81 539.59 * 113.900 100.00 .00 .00 254.19 6940.00 265.59 263.63 268.85 133.90 14.50 478. 75 599.76 * 116.200 230.00 269.04 265.3 4 255 .34 3830.00 264.12 .DO 265.79 9.65 10.38 368.98 1232.91 * 116.200 230.00 269.04 265.3 4 255.34 5195.00 266.67 .00 268.52 8.48 10.92 475.84 1783.65 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 116.200 116. 200 116.700 116.700 116.700 116. 700 119.200 119.200 119.200 119.200 124.000 124.000 124.000 124.000 10SEP99 SECNO 12(>.000 126.000 126.000 126.000 130.900 130.900 130.900 130.900 135.600 135.600 135.600 135.600 145.600 145.600 145.600 145.600 156.400 156.400 156.400 156.400 160.200 160.200 160.200 160.200 163.000 163.000 163.000 163.000 171.800 171.800 171.800 171.800 175 .300 175 .300 175 .300 175 .300 179.400 179.400 179.400 179.400 10SEP99 SECNO 180.400 180.400 230.00 230.00 50.00 50.00 50.00 50.00 250.00 250.00 250.00 250.00 565.00 565.00 565.00 565.00 11 :05:49 XLCH 300.00 300.00 300.00 300.00 750.00 750.00 750.00 750.00 835.00 835.00 835.00 835.00 550.00 550.00 550.00 550.00 1080.00 1080.00 1080 .00 1080.00 380.00 380.00 380.00 380.00 280.00 280.00 280.00 280.00 850.00 850.00 850.00 850 .00 350.00 350.00 350.00 350.00 410.00 410.00 410 .00 410.00 11 :05:49 XLCH 100.00 100.00 269.04 269.04 .00 .00 .00 .00 .0 0 .00 .DO .00 .00 .00 .00 .00 ELTRD .DO .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 265.34 265.34 .00 .O D .00 .OD .00 .00 .0 0 .O D .00 .00 .00 .DO ELLC .00 .OD .00 .OD .00 .OD .DO .00 .00 .00 .DO .OD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,.oo .00 .00 .00 .00 .00 .00 .00 .0 0 .00 ELLC .00 .0 0 255.34 255.34 255.34 255.34 255.34 255.34 256. 12 256. 12 256. 12 256. 12 256.42 256.42 256.42 256.42 ELM IN 256.00 256.00 256.00 256.00 258.00 258.00 258.00 258.00 263.14 263.14 263.14 263.14 265.95 265.95 265.95 265.95 267.52 267.52 267.52 267.52 266.79 266.79 266.79 266.79 268.98 268.98 268.98 268.98 271.00 271.00 271.00 271.00 270. 72 270.72 270.72 270. 72 273. 16 273.16 273.16 273.16 ELM IN 5630.00 6940.00 3830.00 5195.00 5630.00 6940.00 3711.00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075.00 Q 3711. 00 5132.00 5763.00 7075.00 3711.00 5132.00 5763.00 7075 .00 3711. 00 5132.00 5763.00 7075.00 2837. 00 3954.00 4444.00 5541.00 2837.00 3954.00 4444.00 5541. 00 2980.00 4109.00 4564.00 5519.00 2980.00 4109.00 4564.00 5519.00 2591.00 3571. 00 3969.00 4800.00 2591. 00 3571.00 3969.00 4800.00 2575.00 3520.00 3900.00 4740.00 Q 273.01 2575.00 273.01 3520.00 267.37 267.90 265.85 268.66 269.48 271 .00 266. 59 269. 19 269.97 271.47 268.26 269.64 270.32 271. 71 CWSEL 270.67 271. 75 272.20 273. 16 271.88 272.92 273.34 274.18 272.95 273.90 274. 29 275.05 274.49 275.28 275.59 276.51 278.04 278.90 279. 21 279.77 278. 76 279. 70 280.05 280.69 279.43 280.41 280. 76 281.41 282.50 283.41 283.73 284.31 284. 71 285.88 286.27 286.97 285.68 286.81 287.19 287.89 CWSEL 285.96 287.09 .00 .00 260.88 261.99 262.30 263.15 264.39 264.80 265.06 265.42 268.26 269.37 269.67 270.49 CRIWS 266.77 267.88 268.27 268.88 267.26 268.85 269.32 270.14 269. 73 270.13 270.30 270.61 273.60 274.30 274.48 274.89 274.61 275.45 275.64 276.36 275.28 275 .98 276.34 276. 73 276. 72 277.23 277.44 277 .80 280.49 281. 72 282.35 283.34 280. 16 281.52 282.07 282.79 281.01 282. 18 282.55 283.34 CRIWS 278.96 280.31 269.30 270.59 266.25 269.02 269.82 271.35 266.73 269.26 270.04 271.54 269.99 271 .15 271 .64 272.73 EG 270.82 271.92 272.37 273 .33 272.05 273.09 273. 50 274.34 272.99 273.96 274.34 275 .11 274.89 275.63 275.92 276.75 278.19 279.10 279.42 280.03 278.89 279.86 280.21 280.87 279.54 280.52 280.88 281 .54 283.44 284.60 284.98 285.66 284.90 286.07 286.46 287 .17 285.94 287.08 287.47 288.19 EG 286.59 287.76 8.38 11.27 22.32 14.05 12.55 11.36 15.41 6.27 5.46 4.41 151.00 117. 22 98.02 68.69 10*KS 13.08 13. 11 12.91 11 .66 25.40 25.36 25.00 23.24 12.71 12.20 12. 10 11.69 117 .86 98.98 90.36 59.24 24. 14 28. 17 29.93 34.34 21 .37 22.96 23.35 24.02 22.67 21 .94 21 .71 21.51 131.99 152.89 158.88 166.01 23.57 22.68 22.54 22.63 28.01 28.03 28.00 28.83 10*KS 75.53 84.06 11. 14 13.15 5.07 4.90 4.86 5.01 4.35 3.31 3.23 3. 15 11 . 21 11 . 13 10.72 9.86 VCH 3.70 4.03 4. 13 4.18 3.83 4.00 4.04 4.04 2.33 2.51 2.59 2.72 6.79 6.75 6.64 5.84 3.73 4.32 4.56 5.09 3.75 4. 16 4.30 4.55 3.64 3.87 3.95 4. 11 8.50 9.82 10.25 10.91 4.19 4.43 4.52 4. 71 4.46 4.82 4.94 5.23 VCH 6.35 6.99 505.46 1944.32 527.73 2067.11 781.14 810. 76 1202.87 1385.87 1351.52 1589.33 1834.02 2059.19 1586.84 945.20 2744.26 2049.42 3113.62 2466.21 3846.30 3368.53 433.88 666.09 799.74 1105 .34 PAGE 17 AREA 302.00 474.01 582.08 853.66 .01K 1451.31 1026.00 1929.59 1417.57 2146.31 1603. 72 2631.88 2072.12 1361.50 736.29 1887.25 1019.11 2104.60 1152.52 2569.91 1467.62 2311.16 1041.11 2912.82 1469.18 3153.10 1656.70 3645.87 2068.94 715.62 1047.63 1198.26 1690.64 1045. 13 1275.47 1368.60 1552.61 261.32 397.43 467.51 719.90 577.37 745.02 812.32 945.62 1196.97 644 .61 1507.00 857.56 1629.20 944.44 1871.20 1126.03 1316.79 625.88 1693.38 877.23 1837.96 979.52 2123.69 1189.90 386.93 501.33 550.64 654.35 225.52 288.80 314.88 372.54 933.05 533. 71 1281.69 749.79 1415.91 836.08 1674.35 1009.05 782.06 1068.90 1175.42 1378.47 PAGE 18 AREA 486.55 664.90 736.97 882.84 .01K 405.31 296.28 757.67 383.92 * 180.400 100.00 .00 .00 273.01 3900.00 287.49 280.82 288.07 77.00 6.82 940.54 444.46 * 180.400 10.0 .00 .00 .00 273.01 4740.00 288.23 286.30 288.68 64.65 6.46 1310.84 589.49 * 181. 120 112.00 286.6 0 283.01 273.01 2575.00 286.53 .00 287.10 2.65 6.05 541.24 1581.94 * 181.120 112.00 286.6 0 283.01 273.01 3520.00 286.76 .00 287.76 4.61 8.06 628.86 1639.73 * 181.120 11 2.00 286.60 283 .01 273.01 3900.00 286.89 .00 288.07 5.43 8.80 679.30 1673.92 * 181.120 112.00 286.60 283.0 1 273.01 4740.00 286.98 .00 288.68 7.81 10.59 712.70 1696.60 * 182.400 100.00 .00 .00 273.80 2575.00 286.95 281.44 287.24 21.90 4.39 613.54 550.29 * 182.400 100.00 .00 .00 273.80 3520.00 287. 54 282.60 287.98 29.83 5.42 716.25 644.52 * 182.400 100.00 .00 .00 273.80 3900.00 287.84 283.03 288.33 31.16 5.69 778.23 698.62 * 182.400 100.00 .00 .00 273.80 4740.00 288.48 283.87 288.99 31.50 6.03 1052.64 844.59 * 185.500 300.00 .00 .00 276.30 2575.00 287.77 284.41 288.33 45.59 6.08 459.76 381.38 185.500 300.00 .00 .00 276.30 3520.00 288.58 285.54 289.32 53.92 7 .11 562.31 479.37 185.500 300.00 .00 .00 276.30 3900.00 288.91 285.98 289.70 54.99 7.40 607.87 525.91 185.500 300.00 .00 .00 276.30 4740.00 289.54 287.00 290.45 57.90 8.01 700.33 622.93 188.000 250.00 .00 .0 0 276.75 2575 .00 288.78 28 4.78 289.12 23.93 4.89 646.44 526.38 * 188.000 250.00 .00 .00 276.75 3520.00 289.78 285.99 290.14 23.22 5.24 982.36 730.51 * 188.000 250.00 .00 .0 0 276.75 3900.00 290.15 286 .14 290.49 21.95 5.25 1145.27 832.47 * 188.000 250 .00 .0 0 .0 0 276.75 4740.00 290.88 287.08 291.17 19.25 5 .18 1479.67 1080.45 190.800 280 .00 .00 .O D 277.50 2560.00 289.43 286. 18 289.61 13.97 4.03 894. 12 684.82 190.800 280.00 .OD .OD 277.50 3464.00 290.41 286.94 290.62 14.56 4.43 1103.19 907.90 190.800 280.00 .OD .OD 277.50 3855.00 290.74 287.03 290.96 15.11 4.62 1177.62 991.76 190.800 280.00 .OD .OD 277.50 4675.00 291.37 287.62 291.62 16. 14 4.98 1326.35 1163.67 * 193.500 270.00 .DO .OD 278. 10 2560.00 289.82 286.80 290.37 38.65 6.34 508.45 411.78 * 193.500 270.00 .OD .OD 278. 10 3464.00 290.79 288. 17 291.44 41.04 7.07 644.71 540.74 * 193.500 270.00 .OD .OD 278. 10 3855.00 291. 13 288.69 291.82 42.58 7.38 695.32 590.78 * 193.500 270.00 .OD .OD 278. 10 4675.00 291.77 289.53 292.55 45.40 7.98 796.79 693.85 * 195.500 200.00 .O D .OD 279.00 2560.00 290.69 285.95 290.89 18.28 3.65 714.15 598.77 * 195 .500 200.00 .OD .OD 279.00 3464.00 291. 73 286.91 291.98 18.90 4. 12 914.08 796.82 * 195.500 200.00 .O D .OD 279.00 3855.00 292.10 287.27 292.38 19.21 4.29 1002.11 879.49 * 195.500 200.00 .OD .DO 279.00 4675.00 292.82 287.94 293.13 19.52 4.59 1179.41 1058.02 197.500 200.00 .DO .OD 280.50 1050.00 290.94 284.44 290.98 1.88 1. 70 795.00 765.83 197.500 200.00 .OD .OD 280.50 1391.00 292.03 284.89 292.08 2.05 1.92 976.13 972.47 197.500 200.00 .DO .OD 280.50 1536.00 292.43 285.07 292.48 2.12 2.01 1052.37 1055. 94 197.500 200.00 .DO .OD 280.50 1830.00 293. 18 285.42 293.24 2.22 2.16 1220.13 1228.21 * 199.500 200.00 .OD .00 282.00 1050.00 290.98 286.09 291.05 3.96 2.15 655.00 527.93 199.500 200 .00 .DO .OD 282.00 1391.00 292.08 286.55 292.15 3.89 2.35 835.31 705.05 199.500 200.00 .OD .00 282.00 1536.00 292.47 286.74 292.55 3.88 2.42 906.69 779.41 199.500 200.00 .DO .OD 282.00 1830.00 293.22 287. 10 293 .30 3.86 2.55 1051.23 931.66 10SEP99 11 :05:49 PAGE 19 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 203.500 400.00 .O D .DO 286 .00 1050.00 291.89 290.45 292.35 56.43 6.58 265.68 139.78 203.500 400.00 .DO .DO 286.00 1391.00 292.82 291.07 293.28 48.39 6.81 357.52 199.96 203.500 400.00 .OD .OD 286.00 1536. 00 293.17 291.30 293.64 46.17 6.91 395.73 226.06 203.500 400.00 .DO .DO 286.00 1830.00 293.84 291.74 294.31 42.24 7.07 474.38 281.57 205.500 225.00 .OD .OD 287.00 1050.00 292.98 291.47 293.38 47.63 6.35 277. 11 152. 15 205.500 225.00 .00 .OD 287.00 1391.00 293.78 292.07 294.20 45.25 6.77 356.46 206.79 205.500 225.00 .OD .OD 287.00 1536. 00 294.09 292.28 294.52 44.17 6.91 390. 18 231. 11 205.500 225.00 .DO .OD 287.00 1830.00 294.68 292.70 295. 12 41.39 7.09 462.21 284.46 207 .300 180.00 .D O .OD 287.50 1050.00 293.76 292.52 294.56 77.21 7.54 172.13 119.49 207.300 180.00 .00 .OD 287.50 1391.00 294.44 293.25 295.45 84.03 8.56 207.77 151. 74 207 .300 180.00 .OD .DO 287.50 1536.00 294.69 293.53 295.79 86.70 8.96 222.01 164.96 * 207.300 180.00 .D O .OD 287.50 1830.00 295 .17 294.06 296.43 91.94 9.71 249.39 190.85 209.800 250.00 .DD .OD 289.00 1050.00 295.96 294.15 296.52 74.29 7.08 214.55 121.82 209.800 250.00 .DO .OD 289.00 1391.00 296.93 294.89 297.54 74.66 7.56 270.96 160.99 209.800 250.00 .OD .OD 289.00 1536.00 297.31 295. 18 297.94 74.93 7.74 293.93 177.44 209.800 250.00 .OD .OD 289.00 1830.00 298.02 295. 71 298.67 74.67 8.02 340.54 211.78 211.800 200.00 .DO .OD 291.00 1050.00 297.63 297.34 298.79 149.07 9.95 167.37 86.00 211.800 200.00 .DO .00 291.00 1391.00 298.48 298.13 299.60 127.13 10.17 227.29 123.37 211.800 200.00 .OD .OD 291.00 1536.00 298.84 298.35 299.91 115.80 10. 11 256.16 142.74 211.800 200.00 .DO .DO 291.00 1830.00 299.46 298.82 300.50 104.55 10.22 308.34 178.97 212.400 60.00 .OD .DO 290.96 1050.00 298.75 296. 12 299.33 38.70 7.27 233.18 168.79 * 212.400 60 .00 .OD .DO 290.96 1391.00 299.33 297.02 300.11 49.17 8.60 271.30 198.37 * 212.400 60.00 .DO .00 290.96 1536.00 299.53 297.36 300.40 54.05 9.15 285.42 208.92 212.400 60:00 .00 .00 290.96 1830.00 299.91 298.27 300.95 62.44 10. 13 316.31 231.59 * 212.800 40.00 300.6D 297.46 290.96 1050.00 301.40 .OD 301. 76 3.76 5. 74 488.20 541 .20 * 212.800 4D.OO 300.6D 297.46 290.96 1391.00 3D1. 72 .00 302.28 5.67 7. 19 534.05 584.11 * 212.800 40.00 300.60 297.46 290.96 1536.00 301.82 .00 302.47 6.65 7.83 546. 19 595.80 * 212.800 40.00 300.60 297.46 290.96 1830.00 301.91 .00 302.80 9.03 9. 18 559.76 609.02 * 213.000 20.00 .00 .OD 292.50 1050.00 301.69 297.82 301.84 8.96 3.46 429.55 350.79 213.000 20.00 .OD .00 292.50 1391. 00 302.24 298.79 302.41 10.23 3.88 521. 78 434.88 213.000 20.00 .OD .00 292. 50 1536.00 302.45 299.19 302.63 10.67 4.04 557.53 470. 17 213.000 20.00 .00 .00 292.50 1830.00 302.83 299.96 303.03 11 .41 4.31 626.86 541. 70 215.700 270.00 .00 .00 294.00 1050.00 301.98 299.36 302.19 14.76 4.16 347.43 273.31 215.700 270.00 .00 .00 294.00 1391.00 302.56 300.10 302.79 15.84 4.57 427.84 349.46 215.700 270.00 .00 .DO 294.00 1536.00 302.78 300.37 303.02 16.17 4.72 460.07 381.93 215.700 270.00 .00 .00 294.00 1830.00 303. 18 300.87 303.45 16.83 5.00 521.12 446.03 * 217.600 190.00 .00 .00 296.20 1050.00 302.51 300.81 302.99 55.70 5.60 188. 74 140.69 * 217.600 190.00 .00 .00 296.20 1391.00 303. 10 301.52 303.71 61 .36 6.29 225.54 177 .58 * 217.600 190.00 .00 .00 296.20 1536.00 303.32 301.79 303.99 63.39 6.55 240.76 192.93 * 217.600 190.00 .00 .00 296.20 1830.00 303.73 302.25 304.49 67.22 7.03 270.51 223.20 10SEP99 11 :05:49 PAGE 20 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 219.700 210.00 .00 .00 297.00 1050.00 303 .59 302.25 304.23 57.93 6.54 178.41 137.95 219.700 210.00 .00 .00 297.00 1391.00 304.26 303.04 304.99 57.38 7 .15 227.67 183.64 219.700 210.00 .00 .00 297.00 1536.00 304.51 303.33 305.26 56.70 7.34 249.63 203.99 219.700 210.00 .00 .00 297.00 1830.00 304.97 303.94 305.76 55.28 7.67 295.59 246.14 10SEP99 11 :05:49 PAGE 21 WOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 SEC NO Q CWSEL DI FWSP DI FWSX DI FKWS TOPWID XLCH 26.300 3941.00 246.50 .00 .00 .00 735. 20 .00 26.300 5287.00 247.14 .64 .00 .00 767.22 .00 26.300 5645.00 247 .44 .30 .00 .00 782.00 .00 26.300 6882.00 247.82 .38 .00 .00 801.23 .00 * 37.300 3941.00 247.50 .00 .99 .00 549. 51 1100.00 * 37.300 5287.00 248.19 .69 1.05 .00 594.11 1100.00 37.300 5645.00 248.42 .23 .98 .00 617.43 1100.00 37.300 6882.00 248.90 .48 1 .07 .00 666 .81 1100.00 *-45.600 3941.00 248.31 .00 .81 .00 38D.74 830.00 * 45.600 5287.00 249.12 .81 .93 .00 395.66 830.00 * 45.600 5645.00 249.34 .22 .93 .00 399.82 830.00 * 45.600 6882.00 249.92 .58 1.03 .00 410.61 830.00 49.200 3941.00 248.96 .00 .65 .00 382.00 360.00 49.200 5287.00 249.79 .83 .67 .00 392.34 360.00 49.200 5645.00 250.01 .22 .66 .00 81 0.04 360.00 49.200 6882.00 250.63 .62 .70 .00 814.65 360.00 55.000 3941 .00 250.17 .00 1.21 .00 756.04 580.00 * 55.000 5287.00 250.93 .76 1.15 .00 782.66 580.00 * 55.000 5645.00 251. 13 .20 1. 12 .00 789.50 580.00 * 55.000 6882.00 251.69 .57 1 .07 .00 809.29 580.00 61 .000 3949.00 250.81 .00 .64 .00 595.08 600.00 61 .000 5261.00 251.52 . 71 .58 .00 669.31 600.00 61 .000 5515.00 251.69 .17 .56 .00 687.65 600.00 61.000 6793.00 252.24 .55 .55 .00 730.90 600.00 * 69.000 3949.00 253.20 .00 2.38 .00 86.63 800.00 * 69.000 5261.00 253.94 .74 2.42 .00 92.78 800.00 * 69.000 5515.00 254.06 .12 2.36 .00 93.51 800.00 * 69.000 6793.00 254.62 .57 2.38 .00 95.41 800.00 70.000 3949.00 254.69 .00 1.50 .00 42.00 100.00 70.000 5261 .00 255.69 1.00 1. 75 .00 42.00 100.00 70.000 5515.00 255.86 .17 1.80 .00 42.00 100.00 70.000 6793 :00 256.63 .77 2.00 .00 42.00 10 0.00 * 73. 700 3949.00 256.6 7 .00 1 .98 .00 42.00 370.00 * 73. 700 5261. 00 260.60 3 .93 4 .91 .00 42 .00 370 .00 * 73. 700 5515.00 261 .43 .83 5.57 .00 42.00 370 .00 * 73. 700 6793.00 262.62 1. 19 6.00 .00 42.00 370 .00 10SEP99 11:05:49 PAGE 22 SECNO Q CWSEL DIFWS P DIFWSX DIFKWS TOPWID XLCH 75. 100 3949.00 258.6 0 .O D 1.93 .00 256.57 140.00 75. 100 5261.00 262.36 3.75 1. 75 .00 340.00 140.00 75. 100 5515.00 263.14 .78 1.71 .DO 340.00 140.00 75. 100 6793.00 264 .84 1. 70 2.22 .OD 340.00 140.00 77.700 3949.00 259.00 .OD .39 .OD 627.31 260.00 * 77.700 5261.00 262.50 3.50 . 14 .00 708.44 26 0.00 * 77.700 5515.00 263.26 .76 .12 .OD 742.61 260.00 * 77.700 6793.00 264.95 1.69 . 11 .OD 907.00 26 0.00 80.800 3949.00 259. 3 2 .DO .32 .DO 409.21 3 10.00 8D.800 5261.00 262.58 3.26 .08 .OD 802.92 3 10 .00 80.800 5515.00 263 .32 .74 .06 .OD 845.45 3 10 .00 80.800 6793.00 264.99 1.67 .04 .OD 850.00 3 10 .00 * 83.600 3949.00 259 .76 .DO .44 .DO 359.57 280.00 * 83.600 5261.00 262.69 2.93 • 11 .OD 682.87 280.00 * 83.600 5515.00 263.40 . 71 .08 .OD 742.06 280.00 83.600 6793 .00 265.05 1 .65 .05 .OD 760.00 280.00 85.550 3949.00 260.56 .D O .80 .OD 332.50 195.00 85.550 5261.00 262.9 1 2.35 .22 .DO 510.97 19 5.00 85.550 5515.00 263 .56 .66 .16 .OD 567.93 195.00 85.550 6793.00 265. 15 1.59 .10 .OD 625.31 195.00 88. 150 3949.00 261 .33 .OD .77 .OD 27 1 .54 260.00 88. 150 5261.00 263.27 1.94 .37 .OD 419.39 260.00 88. 150 55 15.00 263.85 .58 .29 .DO 458.59 260.00 88. 150 6793.00 265.3 4 1.49 . 19 .DO 509.98 260.00 91 .900 3949.00 262.23 .DO .90 .OD 286.22 375.00 91.900 5261.00 263.84 1.61 .57 .OD 330.60 375.00 91.900 5515.00 264.32 .48 .47 .OD 351.01 375.00 9 1 .900 6793.00 265.70 1.38 .35 .DO 419.96 375.00 95.000 3949.00 263. 15 .D O .92 .OD 306. 15 310.00 95.000 526 1.00 264.5 0 1.36 .66 .OD 365.26 310.00 95.000 5515.00 264.89 .39 .57 .DO 383.37 310.00 95.000 6793.00 266. 15 1.25 .45 .DO 436.74 310.00 * 98.550 3949.00 263.80 .OD .66 .OD 477.77 355 .00 *-98.550 526 1 .00 265 .05 1.24 .54 .OD 576. 18 35 5 .00 * 98.550 5515.00 265.38 .34 .49 .OD 603.43 355.00 * 98.550 6793.00 266 .55 1. 17 .40 .OD 686.68 355 .00 * 103.000 3949.00 263.85 .OD .04 .DO 282.03 445.00 * 103.000 5261 .OD 265.05 1 .21 .01 .OD 35 1 .93 445.00 * 103.000 5515.00 265.38 .33 .OD .DO 370.68 445.0 0 * 103.000 6793.00 266.52 1.14 -.03 .OD 425.36 445.00 10SEP99 11:05:49 PAGE 23 SECNO Q CWSEL OIFWS P DIFWSX DI FKWS TOPWID XLCH 108.100 3830.00 264.05 .OD .20 .OD 15 7.58 510.00 108. 100 5195.00 265.24 1 .20 . 19 .OD 165.49 510.00 108.100 5630.00 265.5 4 .30 .16 .OD 167.4 5 5 10 .00 108. 100 6940.00 266.65 1.11 .13 .OD 191.93 5 10 .00 * 112.000 3830.00 26 4 .25 .OD .20 .DO 34 4 .91 390.00 * 112.000 5195.00 265.52 1 .27 .28 .DO 39 0.72 390.00 * 112 .000 5630.00 265.85 .3 2 .31 .OD 394.88 390.00 * 112.000 6940.00 267.02 1. 17 .37 .DO 410.81 390.00 * 112. 900 3830.00 264.2 0 .OD -.05 .DO 169. 73 90.00 * 112.900 5195.00 265.45 1.25 -.08 .OD 217.06 90.00 * 112.900 5630.00 265.76 .32 -.08 .OD 220.51 90.00 * 112.900 6940.00 266.92 1. 15 -. 10 .OD 231.20 90.00 * 113.900 3830.00 263.66 .OD -.54 .00 42.00 100.00 * 113.900 5195.00 264.59 .93 -.86 .DO 42.00 100.00 * 113.900 5630.00 264.78 .19 -.98 .DO 42.00 100.00 * 113.900 6940.00 26S.S9 .81 -1.33 .00 42.00 100.00 * 116.200 3830.00 264.12 .00 .46 .DO 42.00 230.00 * 116.200 519S.OO 266.67 2.55 2.08 .OD 42.00 230.00 * 116.200 5630.00 267.37 .71 2.59 .OD 42.00 230.00 * 116.200 6940.00 267.90 .53 2.32 .OD 42.00 230.00 * 116. 700 3830.00 265.85 .00 1. 73 .OD 124.97 SO.OD 116.700 S195.00 268.66 2.81 2.00 .OD 175.02 50.00 116.700 5630.00 269.48 .82 2.11 .00 189.54 SO .OD 116.700 6940.00 271.00 1.52 3.10 .00 461.39 SO.OD 119.200 3711.00 266.S9 .00 . 74 .00 41S.42 250.00 * 119.200 5132.00 269. 19 2.60 .53 .OD 467. 71 2SO.OO * 119.200 5763.00 269.97 .78 .49 .00 478.64 2SO.OO * 119.200 707S.OO 271.47 1 . 50 .47 .00 499.63 2SO.OO * 124.000 3711.00 268.26 .00 1 .67 .DO 149.10 56S.OO * 124.000 S132.00 269.64 1.38 .45 .DO 187.09 56S.OO * 164.000 5763.00 270.32 .68 .35 .DO 204.38 565.00 * 124.000 7075.00 271. 71 1.39 .24 .DO 236.28 S65.00 * 126.000 3711.00 270.67 .00 2.41 .00 401.55 300.00 * 126.000 5132.00 271. 75 1.08 2.11 .00 481.70 300.00 * 126.000 S763.00 272.20 .45 1.88 .00 500.67 300.00 * 126.000 7075.00 273.16 .96 1.45 .00 504.05 300.00 130.900 3711.00 271.88 .OD 1.21 .OD 394.97 750.00 130.900 5132.00 272.92 1 .04 1 .17 .00 525.65 750.00 130.900 5763.00 273.34 .4 1 1. 14 .DO 536.90 7SO.OO 130.900 7075.00 274. 18 .84 1.02 .DO 597.80 750.00 10SEP99 11 :OS :49 PAGE 24 SECNO Q CWSEL DIFWS P DIFIJSX DIFKIJS TOPIJID XLCH * 135.600 3711.00 272.95 .00 1.07 .DO 622.48 835.00 * 135.600 5132.00 273.90 .96 .98 .OD 636. 11 835.00 * 135.600 5763.00 274. 29 .38 .95 .OD 640.77 835.00 * 135.600 7075.00 275.05 .76 .87 .00 649.75 835.00 * 145.600 2837.00 274.49 .00 1.55 .00 370.60 550.00 * 145.600 3954.00 275.28 .78 1 .38 .00 464.77 550.00 * 145.600 4444.00 275.59 .32 1 .31 .00 490.47 550.00 * 145.600 5541.00 276.51 .92 1.47 .OD 566.41 550.00 * 156.400 2837.00 278.04 .O D 3.55 .00 244.09 1080.00 ; 156.400 3954.00 278.90 .86 3.63 .OD 292.69 1080.00 * 156.400 4444.00 279.21 .31 3.62 .00 310 .18 1080.00 156.400 5541.00 279.77 .56 3.26 .OD 342.13 1080.00 160.200 2980.00 278.76 .00 • 71 .00 304.39 380.00 160.200 4109.00 279.70 .94 .80 .00 348.80 380.00 160.200 4564.00 280.05 .34 .83 .00 364.20 380.00 160.200 5519.00 280.69 .64 .91 .00 384.74 380.00 163.000 2980.00 279.43 .00 .67 .00 358.21 280.00 163.000 4109.00 280.41 .97 .70 .00 406.80 280.00 163.000 4564.00 280.76 .35 . 71 .00 421.21 280.00 163.000 5519.00 281.41 .66 .72 .00 448.32 280.00 * 171.800 2591.00 282.50 .00 3.07 .OD 104.29 850.00 * 171.800 3571.00 283.41 .91 3.01 .00 149.81 850.00 * 171.800 3969.00 283. 73 .31 2.97 .OD 165.62 850.00 * 171.800 4800.00 284.31 .58 2.89 .OD 187.67 850.00 * 175 .300 2591 .00 284.71 .00 2.21 .00 268.17 350.00 * 175.300 3571 .00 285.88 1 .16 2 .46 .OD 330.56 350.00 * 175.300 3969.00 286.27 .39 2.54 .00 351 .64 350.00 * 175.300 4800.00 286.97 .70 2.66 .00 380.00 350.00 179.400 2575.00 285.68 .00 .97 .00 228.67 410.00 179.400 3520.00 286.81 1. 12 .93 .OD 273. 58 410.00 179.400 3900.00 287.19 .38 .92 .DO 281 .57 410.00 179.400 4 740. 00 287.89 .70 .92 .00 296.22 410.00 * 180.400 2575.00 285.96 .00 .28 .00 31.30 100.00 * 180.400 3520.00 287.09 1. 13 .28 .00 425.58 100.00 * 180.400 3900.00 287.49 .40 .30 .00 466.27 100.00 * 180.400 4740.00 288.23 . 74 .34 .00 531 .91 100.00 * 181.120 2575.00 286.53 .00 .57 .00 360.69 112.00 * 181.120 3520.00 286.76 .23 -.33 .00 385.01 112.00 * 181 .120 3900.00 286.89 .13 -.60 .00 401.38 112.00 * 181.120 4740.00 286.98 .08 -1.26 .DO 411.87 112.00 10SEP99 11: 05 :49 PAGE 25 SEC NO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 182.400 2575. 00 286.95 .00 .42 .00 152.86 100.00 * 182.400 3520.00 287.54 .59 .78 .00 193.52 100.00 * 182.400 3900.00 287.84 .30 .95 .00 214.37 100.00 * 182.400 4740.00 288.48 .64 1.51 .00 521.32 100.00 * 185.500 2575.00 287.77 .00 .83 .00 117.43 300.00 185.500 3520.00 288.58 .81 1 .04 .00 135.03 300.00 186.500 3900.00 288.91 .33 1.07 .00 140.81 300.00 185.500 4740.00 289.54 .63 1.06 .00 151.87 300.00 188.000 2575.00 288.78 .00 1.01 .00 255.26 250.00 * 188.000 3520.00 289.78 1.00 1.20 .DO 415.52 250.00 * 188.000 3900.00 290.15 .37 1 .24 .00 453.93 250.00 * 188.000 4740.00 290.88 . 72 1 .33 .00 472.34 250.00 190.800 2560.00 289.43 .00 .64 .00 206.31 280.00 190.800 3464.00 290.41 .98 .63 .00 221.64 280.00 190.800 3855.00 290.74 .33 .59 .00 228.73 280.00 190.800 4675.00 291.37 .63 .so .00 242.26 280.00 * 193.500 2560.00 289.82 .00 .39 .00 132. 73 270.00 * 193.500 3464.00 290.79 .97 .38 .00 147 .86 270.00 * 193.500 3855.00 291.13 .34 .39 .00 153.32 270.00 * 193.500 4675.00 291.77 .64 .40 .00 163.73 270.00 * 195.500 2560.00 290.69 .00 .87 .00 161. 24 200.00 * 195.500 3464.00 291. 73 1.04 .94 .00 223.58 200.00 * 195.500 3855.00 292.10 .38 .97 .00 241.53 200.00 * 195.500 4675.00 292.82 . 72 1.05 .00 252.30 200.00 197.500 1050.00 290.94 .00 .25 .00 150.91 200.00 197.500 1391.00 292.03 1.09 .31 .00 181.86 200.00 197.500 1536.00 292.43 .40 .33 .00 203.62 200.00 197.500 1830.00 293.18 . 75 .36 .00 244.77 200.00 * 199.500 1050.00 290.98 .00 .04 .00 154.69 200.00 199.500 1391.00 292.08 1.09 .04 .00 175.70 200.00 199.500 1536.00 292.47 .40 .04 .00 184.55 200.00 199.500 1830.00 293.22 . 75 .04 .00 201.28 200.00 * 203.500 1050. 00 291.89 .00 .90 .00 91.10 400.00 * 203.500 1391.00 292.82 .93 .74 .00 106.05 400.00 * 203.500 1536.00 293. 17 .35 .70 .00 111.68 400.00 * 203.500 1830.00 293.84 .67 .62 .00 122.46 400.00 205.500 1050.00 292.98 .00 1.10 .00 93.49 225.00 205.500 1391.00 293.78 .79 .96 .00 106.39 225.00 205.500 1536.00 294.09 .31 .92 .00 112.39 225. 00 205.500 1830.00 294.68 .60 .84 .00 128.82 225.00 10SEP99 11:05:49 PAGE 26 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 207.300 1050.00 293.76 .00 .77 .00 50.03 180.00 207 .300 1391.00 294.44 .68 .66 .00 54 .58 180.00 207.300 1536.00 294.69 .26 .61 .00 56.29 180.00 * 207 .300 1830.00 295. 17 .47 .48 .00 59.44 180.00 209.800 1050.00 295.96 .00 2.20 .00 54.48 250.00 209.800 1391.00 296.93 .97 2.49 .00 60.96 250.00 209.800 1536.00 297.31 .38 2.61 .00 63.40 250.00 209.800 1830.00 298.02 . 71 2.85 .00 68. 13 250.00 211.800 1050.00 297.63 .00 1.67 .00 64.88 200.00 211.800 1391.00 298.48 .85 1.55 .00 75.96 200.00 211.800 1536.00 298.84 .37 1.54 .00 80.57 200.00 211.800 1830.00 299.46 .62 1.45 .00 88.29 200.00 * 212.400 1050.00 298.75 .00 1. 12 .00 59 .46 60.00 * 212.400 139 1 .00 299.33 .58 .86 .00 72.04 60.00 * 212.400 1536.00 299.53 .19 .69 .00 76.17 60.00 212.400 1830.00 299.9 1 .39 .45 .00 84.51 60.00 * 212.800 1050.00 301.40 .0 0 2.65 .00 137.60 40.00 * 212.800 1391.00 301 .72 .33 2.39 .00 138.93 40.00 * 212.800 1536.00 301.82 .09 2.29 .00 139.28 40.00 * 212.800 1830.00 301.91 .1 0 2.00 .00 139.67 40.00 * 213.000 1050.00 301.69 .00 .30 .00 158.60 20.00 213.000 1391.00 302.24 .55 .51 .00 174.30 20.00 213.000 1536.00 302.45 .21 .63 .00 177.85 20.00 213.000 1830.00 302.83 .38 .92 .00 184.55 20.00 215.700 1050.00 301. 98 .00 .29 .00 134.28 270.00 215.700 1391.00 302.56 .58 .32 .00 144.74 270.00 215 .700 1536.00 302.78 .22 .33 .00 148.58 270.00 216. 700 1830.00 303. 18 .40 .34 .00 155.61 270.00 * 217 .600 1050.00 302.51 .00 .53 .00 57.60 190.00 * 217.600 1391.00 303. 10 .59 .54 .00 66.49 190.00 * 217.600 1536.00 303.32 .22 .55 .00 69.84 190.00 * 217.600 1830.00 303.73 .41 .55 .00 75.96 190.00 219.700 1050.00 303.59 .00 1.08 .00 66.79 210.00 219.700 1391.00 304.26 .66 1 . 15 .00 83.28 210.00 219 .700 1536.00 304.51 .25 1.18 .00 91.45 210.00 219.700 1830.00 304.97 .46 1.23 .00 106.54 210.00 10SEP99 11 :05:49 PAGE 27 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 37.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37.300 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \{ARN I NG SECNO= 55.000 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69 .000 PRO FI LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \./ARNING SECNO= 69.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \./ARNING SECNO= 73. 700 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73.700 PROFILE= 3 HYDRAULIC JUMP D.S. WARNING SECNO= 73.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73. 700 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 73.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \./ARNING SECNO= 77.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \./ARNING SECNO= 77.700 PROFILE= 4 CO NVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 1 CO NVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \./ARNING SECNO= 83.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 3 CO NVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE \./ARNING SECNO= 98.550 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.000 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 112.900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 10SEP99 11:05:49 PAGE 28 WARNING SECNO= 113.900 PROFILE= 1 CONVEYANCE CHANGE OUTS IDE ACCEPTABLE RANGE WARNING SECNO= 113.900 PROFILE= 2 CONVEYANCE CHANGE OUTS IDE ACCEPTABLE RANGE WARNING SECNO= 113.900 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113.900 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN<i SECNO= 116.200 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 116.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 116.200 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 116.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.700 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 124.000 PROF I LE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 124.000 PROF I LE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 124.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 126.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.00D PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE W_(IRN I NG SECNO= 145.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 156.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 156.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 156.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 175 .300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 175 .300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 175 .300 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 175.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE = CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 10SEP99 11 :05:49 PAGE 29 WARNING SECNO= 180.400 PRO FILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181.120 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181.120 PROFILE= 2 CO NVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE --- WARNING SECNO= 181.1 20 PRO FILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAN GE WARNING SECNO= 181.120 PRO FILE= 4 CONVEYANCE CHANGE OUTS IDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 182.400 PROF ILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 185.500 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROF ILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANG E WARNING SECNO= 193.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193 .500 PROF I LE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAN GE WARNING SECNO= 193 .500 PROF I LE = 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.5 00 PROF I LE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 195.500 PROF ILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING 'SECNO= 199.500 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 207.300 PRO FILE = 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 212.400 PROF ILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 212.400 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFI LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 213.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROF ILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PRO FILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROF ILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROF I LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 10SEP9 9 11 :05:49 PAGE 30 Kimley-Horn and Associa tes , Inc . Th e Seitz Gro up (Wolf Pen C reek) G:\HYDRO\projects\63006027\Report\wlf_rprt .doc Th e Seitz Gr o up Corrected Effective Model -Floodplain January , 2000 1*"'******•······· ... ••••••••••••••••••••••••••• HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 RUN DATE 20DEC99 TIME 15:48:37 x x xxxxxxx xxxxx x x x x x x x x x xxxxxxx xxxx x xxxxx x x x x x x x x xxxxxxx 20DEC99 15:48:37 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 * •• *** * •• * ••• * * ** * * ...... * * * .... * ........ * * *. 11-14-95 using erv meyer's file ·woLFAMPR• as a base model and new topo from clarke & windham, secns 124 .00, 126 .00, x x x xxxxx 130.90, 135.60, & 145.60 were revised and model rerun to determine limits at these sections. 9 -16-98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge lake. Station s 189 .00 -223 .20 Modified to match FIS. Appears to be +/-450 ft. added into the NDM stationing At about Station 186 .00 Revised 9/1/99 by KHA to remove fill in left bank at 160.20 and 163.00 (MPJ KH This revision was referenced in wolf2r 10/22 /98 but not implemented Revised 01 /12/99 to correct channel reach length at 124. 00-145. 60 Revised 09 /01 /99 for updated topo at sections 171. 8-180 . 40 (MPJ KHA) Added sections 166 .l, 173.3 & 176.5 per updated topo 09/01/99 (MPJ KHA) Tl HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES REVISED 10 /99 T 2 CORRECTED EFFECTIVE MODEL T3 WOLF PEN CREEK PARK EXISTING CONDITION MULITI PROFILE, FILE:WLF_CE Revised 10 /22 /98 to remove fill in left bank at 160 . 20 and 163. 00 Jl I CHECK INQ NINV IDIR STRT METRIC HVINS . 001977 0 Q J2 NPROF I PLOT PRFVS XSECV XSECH FN ALL DC IBW 0 -1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 JS LPRNT NUMSEC *"'******REQUESTED SECTION NUMBERS******** -10 -10 J6 IHLEQ I COPY SUBDIV STRTDS RMI LE 20DEC99 15:48:37 QT 4 3941 5287 5645 6882 NC . 09 . 075 0.06 0.1 0. 3 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE Xl 26.30 17 1153 1185 0 0 0 GR 250. 0 1000 248.0 1030 246 .0 1070 244 .0 GR 240.0 1153 236 .0 1156 235 .0 1158 235. 0 GR 238. 0 1180 240. 0 1185 242.0 1190 244 .0 GR 248. 0 1840 250 . 0 1875 Xl 37. 30 16 1535 1570 580 540 1100 GR 250.0 1000 248 .0 1165 246.0 1245 244 .o GR 240.0 1545 238.0 1550 237.0 1553 238. 0 GR 242 .0 1675 244 .0 1700 246 .0 1720 248. 0 GR 260 .0 1900 Xl 45. 60 16 1302 1335 700 500 830 GR 250 .0 650 250 .0 1018 248. 0 1030 246. 0 xxxxx x x x xxxxx x x xxxxxxx U.S . ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616-4687 ( 916) 7 56-1104 PAGE THIS RUN EXECUTED 20DEC99 WSEL FQ CHNIM !TRACE PAGE 1100 242 .o 1145 1168 236 .0 1173 1350 246.0 1780 1325 242 .0 1535 1562 240.0 1570 1740 250 . 0 1780 1060 244.0 1285 GR 242.0 1 297 240 .0 1302 238.0 1312 237 . 5 1322 238 . 0 1330 GR 240.0 1335 246 .0 1380 250 .0 1430 252 . 0 1460 254 . 0 1500 GR 256 .0 1555 Xl 49 .20 17 1305 1335 150 300 360 GR 250. 0 600 250 .0 1015 246 .0 1045 246.0 1260 244.0 1300 GR 242.0 1305 240.0 1310 238. 0 1312 237 . 7 1316 238. 0 1320 GR 240 .0 1323 242.0 1335 244.0 1350 246 . 0 1370 248. 0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 . 060 Xl 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252. 0 1050 250.0 1085 248.0 1200 248 .0 1425 GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248.0 1795 250 .o 1835 252 .0 1870 QT 4 3949 5261 5515 6793 Xl 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252. 0 1060 250. 0 1240 248.0 1280 246.0 1630 GR 240 .0 1650 246.0 1670 248.0 1740 250. 0 1750 254.0 1810 GR 256.0 1860 NC .065 .065 .060 . 3 . 5 Xl 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266 .0 1100 264. 0 1300 262. 0 1560 260. 0 1675 GR 258.0 1790 256 .0 1940 250. 0 1960 248 .0 1968 246.0 1990 GR 245. 0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260 .0 2430 260.0 2560 260 . 0 2665 266 .0 2850 STATE HIGHWAY 6 WEST LANE, UIS IS MOST RESTRICTIVE ( 4-10. x 8') w·x H' 20DEC99 15' 48 '37 PAGE ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE Xl 70.00 12 1700 1742 100 100 100 GR 270.0 1000 268.0 1095 266 .0 1190 264 .0 1450 263 . 85 1700 GR 246 .11 1700 246 .11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268. 0 2780 270 .0 2870 NC . 015 SB 1.25 1. 5 2 .9 42 2 320 24 7 . 32 246 .11 Xl 73.70 370 370 370 1. 21 X2 1 255.32 263.85 BT 10 1000 270. 0 0 1095 268. 0 0 1190 266. 0 0 BT 1450 264.0 0 1700 263.85 0 1742 263. 85 0 2600 BT 264 .0 0 2695 266 .0 0 2780 268. 0 2870 270. 0 BT 0 NC . 070 .070 .060 SECTION CUT OFF AT HOLLEMAN R.0 w. AND LOWE 'S ENTRANCE Xl 75 .10 18 1600 1630 100 150 140 GR 270.0 1000 270 .0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260 .0 1470 258. 0 1525 252 .0 1590 250.0 1600 245. 93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252. 0 1635 254 .0 1640 GR 254. 0 1765 270 .0 1765 270. 0 2260 NC .1 . 3 SECTION CUTOFF AT HOLLEMAN R.O.W . AND LOWE'S BUILDING Xl 77. 70 22 1529 1570 190 310 260 GR 270. 00 1000 263.31 1000 264. 03 1149 258. 23 1249 257.63 1287 GR 258.00 1299 256. 00 1349 254.70 1449 254 .50 1503 252.50 1529 GR 246.30 1534 243.25 1549 246. 61 1564 254.01 1570 257. 71 1623 GR 257.35 1649 257.25 1722 256. 45 1749 256.55 1849 262. 46 1883 GR 263.34 1907 270.0 1907 NC . 075 .075 . 065 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING Xl 80. 80 15 1315 1355 320 230 310 GR 270.00 1000 263 .4 1000 262 .0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246 . 39 1330 246 .39 1340 254.0 1355 GR 256 .0 1580 260.0 1660 262.0 1850 270. 0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R.O w. Xl 83.60 13 1360 1395 270 160 280 GR 270. 00 1000 263.4 1000 260. 0 1180 258.0 1270 256. 1285 GR 254.0 1360 246. 37 1370 254 .0 1395 256. 0 1400 260.0 1560 GR 262 .0 1700 264.0 1760 270. 0 1760 SECTION CUTOFF AT HOLLEMAN R.O .W. Xl 85. 55 13 1410 1455 200 270 195 GR 270. 00 1000 263 . 6 1000 258 .0 1290 256. 0 1315 254.0 1410 GR 252. 0 1420 246 . 64 1430 252. 0 1435 254.0 1440 258. 0 1455 GR 260 . 0 1480 262 .0 1515 270.0 1795 l 20DEC99 15,43,37 PAGE SECTION CUTOFF AT HOLLEMAN R.0.W . Xl 88.15 12 1400 1445 280 230 260 GR 270 . 00 1000 263.6 1140 262.0 1270 260 . 0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254 .0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270. 0 1670 SECTION CUTOFF AT SEARS SERVICE CENTER Xl 91 .90 14 1660 1705 450 200 375 GR 270. 00 1470 266.0 1470 264. 0 1540 262. 0 1565 260 .0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 1780 260. 0 1815 270 .0 1965 SECTION CUTOFF AT SEARS SERVICE CENTER Xl 95 .00 16 1181 1211 170 350 310 GR 266. 0 1 1000 264.56 1057 263.16 1107 262.36 1157 262. 3 6 1181 GR 253.06 1190 251. 96 1207 256. 94 1211 257. 94 1257 259. 44 1357 GR 259. 84 1389 268. 82 1457 270. 32 1507 277. 65 1607 282.35 1699 GR 280. 36 1780 Xl 98. 55 13 1670 1695 360 170 355 GR 269. 35 1140 266.0 1240 264. 0 1340 262.0 1420 260.0 1500 GR 258. 0 1595 256.0 1620 254 .o 1670 252.58 1675 260 .o 1695 GR 262. 0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512. 5 .025 1567. 5 .045 1675 Xl 103. 00 14 1512 . 5 1567.5 150 600 445 GR 269. 35 1140 266. 0 1240 264 .0 1340 262 .o 1450 259.0 1480 GR 256. 0 1490 255 . 0 1512.5 25 4.0 1512.5 254.00 1540 254 .0 1567. 5 GR 255. 0 1567 .5 256. 0 1582 258. 0 1588 270. 0 1675 QT 3830 5195 5630 6940 AMPHITHEATER DAM NH 4 .045 1296 .025 1374 . 045 1408 . 075 1584 Xl 108 .10 14 1310 1374 500 220 510 GR 274.0 1140 267. 0 1233 257. 0 1278 255 .0 1296 255. 0 1310 GR 254 .0 1310 254.0 1342 254.0 1374 255. 0 1374 255.15 1385 GR 266 .o 1408 268. 0 1465 269. 0 1510 270. 0 1584 NC .065 .065 LA>KE MODIFIED TO REFLECT S ILT NH 4 .075 1130 .045 1374 .025 1634 . 045 1755 Xl 112 . 00 16 1486 1634 360 320 390 GR 272 .0 1000 270 . 0 1130 267. 0 1318 265.0 1330 265 0 1345 GR 256. 00 1374 255. 00 1486 254.00 1486 254.0 1560 254 .0 1634 GR 255. 0 1634 256. 1645 263. 1672 264.0 1685 265 .o 1714 GR 271.0 1755 NC . 3 . 5 LAKE MODIFIED TO REFLECT SILT NH 4 . 045 1464 . 025 1565 . 045 1760 . 075 1820 l 20DEC99 15:48:37 PAGE 100' DIS OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECTION Xl 112. 90 15 1473 1565 100 250 90 GR 272.0 1000 267 .0 1432 256 .0 1464 255. 0 1473 254. 0 1473 GR 254.0 1540 254 .0 1565 255 .0 1565 256. 0 1578 265. 0 1613 GR 265. 0 1650 266 . 0 1658 269 . 7 1680 269.7 1760 272.0 1820 DIS FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION Xl 113. 90 12 1418 1460 100 100 100 GR 271.2 1 1000 270 . 4 1140 269. 86 1240 269. 32 1340 269 .04 1418 GR 254 .19 1418 254 .19 1460 269. 04 1460 270 .11 1500 271 . 00 1600 GR 271. 49 1700 272 .12 1800 NC . 015 SB l.25 l. 50 2 .9 42 2 400 255 . 34 254 .19 Xl 116. 20 230 230 230 l.15 X2 l 265 .34 269 . 04 BT 10 1000 271. 21 0 1140 270. 40 0 1240 269.86 0 BT 1340 269. 32 0 1418 269. 04 0 1460 269. 04 0 1500 BT 270.11 0 1600 271.00 0 1700 271.49 0 1800 272 .12 BT 0 NC . 075 . 075 . 055 Xl 116 . 70 15 1495 1587 so 50 50 GR 272. 06 1000 271.48 1100 270. 94 1200 2 70 . 4 1300 269 .86 1385 GR 269. 68 1445 264 .0 1495 255.3 4 1520 255 . 34 1562 264.0 1587 GR 271.0 1650 271. 24 1750 271. 87 1850 272. 5 1950 272. 82 2050 QT 3711 5132 5763 7075 NC . l . 3 Xl 119. 20 9 1300 1337 250 250 250 GR 271. 48 1000 264.0 1030 262. 0 1290 260. 0 1300 2 56 .12 1310 GR 260. 0 1337 264.0 1380 268. 0 1465 272. 5 1510 SECTION UPDATED USING LATEST TOPO-NOV 6, 199 5 Xl 124. 00 22 1070 1111 580 300 565 GR 272 1000 270 1003 268 1007 266 1010 264 1014 GR 266 1018 268 1070 266 1073 264 1075 262 1077 GR 260 1080 258 1083 256. 42 1087 258 1091 260 1097 GR 262 1103 264 1106 266 1111 268 1149 270 1200 GR 272 1243 272 1314 SECTION UPDATED USING LATEST TOPO-NOV 6' 1995 Xl 126. 00 22 1161 1244 240 180 300 GR 276 1000 274 1005 272 1012 270 1028 268 1059 GR 266 1133 266 1161 264 1177 264 1190 262 1221 GR 260 1225 258 12 26 256 1232 258 1237 268 1244 GR 268 1257 268 1273 266 1285 268 1320 270 1341 GR 270 1380 272 1 5 1 2 l 20DEC99 15:48:37 PAGE NC . 070 . 070 .050 SECTION UPDATED USING LATEST TOPO-NOV 6, 199 5 Xl 130. 90 21 1010 1099 500 370 750 GR 276 1000 274 1010 272 1020 270 1029 268 1033 GR 266 1049 264 1056 258 1065 258 1082 264 1090 GR 266 1099 268 1149 268 1162 2 70 1265 272 1425 GR 272 1485 272 1520 274 1565 274 1593 276 174 8 GR 278 1823 SECTION UPDATED USING LATEST TOPO-NOV 6' 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 Xl 135. 60 24 1860 1920 340 300 835 GR 277. 5 1000 278 1184 276 1294 272 1321 270 1515 GR 270 1540 268 1550 268 1763 270 1848 270 1860 GR 268 1875 266 1880 263 .14 1895 264 1900 266 1905 GR 268 1910 270 1920 272 1930 274 1945 276 1955 GR 278 1975 280 2035 282 2200 284 2290 QT 4 2837 3954 4444 5541 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94, UPDATED 11-6-95 Xl 145. 60 16 1610 1636 410 450 550 GR 280 1090 278 1127 275 1328 273 1580 272 1610 GR 265. 95 1624 265. 95 1624 266 1627 268 1630 270 1636 GR 272 1725 274 1756 276 1785 278 1814 280 1844 GR 280 1894 SECTION CUTOFF AT XMAS STORE Xl 156. 40 13 1135 1190 520 600 1080 GR 283.2 4 1120 283.24 1120 283. 24 1120 274.0 1135 272 .o 1145 GR 270. 0 1150 267 . 52 1155 270. 0 1175 272 . 0 1190 274. 0 1260 GR ' 276. 0 1330 278.0 1370 280. 0 1480 QT 4 2980 4109 4564 5519 SECTION REVISION IMPLEMENTED 9/1 /99 LACOUR SUBDIVISION NO FILL IN LEFT BANK Xl 160. 20 15 1360 1400 250 220 380 GR 282.0 1000 280 . 0 1065 278. 0 1080 276.0 1130 276 . 0 1240 GR 274.0 1290 272 . 0 1360 270. 0 1365 266. 79 1375 270.0 1385 GR 274.0 1400 276.0 1420 278 . 0 1470 280. 0 1555 282. 0 1610 SECTION REVISION IMPLEMENTED 9 /1 /99 LACOUR SUBDIVISION NO FILL IN LEFT BANK Xl 163 . 00 14 1460 1492 350 240 280 GR 284. 0 1230 280.0 1230 280 . 0 1245 27 8. 0 1300 276.0 1460 GR 270.0 1475 268 .98 1480 270 . 0 1485 272.0 1492 274 .0 1515 GR 276 .0 1600 278. 0 1665 280. 0 1690 284. 0 1745 Section 166. 10 Added 09/01/99 BY KHA per updated to po 20DEC99 l5o48o37 PAGE Xl 166 .10 19 1432 1472 200 200 280 GR 288 508 286 799 284 1043 282 1078 280 1098 GR 278 1310 276 1429 274 1432 272 1440 271. 0 1456 GR 272 1471 274 1472 276 1474 278 1476 280 1508 GR 282 1523 284 1568 286 1584 288 1618 QT 2591 3571 3969 4800 Section 171.80 Revised 09/01/99 BY KHA per updated to po SECTION CUTOFF AT CAR WASH Xl 171 . BO 18 1383 1413 200 280 570 GR 286. 0 1005 284 1090 282 1260 280 1292 278 1344 GR 276 1383 274 1389 272 1395 271.4 1400 272 1405 GR 274 1407 276 1413 278 1422 280 1431 282 1441 GR 284 1531 286 1621 288 1686 Section 173 . 30 Added 09/01/99 BY KHA per updated to po Xl 173 .30 21 1355 1386 120 250 140 GR 290 548 288 693 288 905 286 960 286 1066 GR 284 1210 282 1297 280 1324 278 1344 276 1355 GR 274 1359 272 1364 271.5 1370 272 1375 274 1381 GR 276 1386 278 1393 280 1404 282 1434 284 1592 GR 286 1637 288 1687 Section 175 .30 Revised 09/01 /99 BY KHA per updated topo Xl 175.30 21 1307 1343 210 170 210 GR 290 559 288 839 286 1109 284 1189 282 1213 GR 280 1287 278 1307 276 1317 274 1321 272 1325 GR 271. 7 1330 272.0 1334 274 1337 276 1340 278 1343 GR 280 1346 282. 0 1351 284 1395 284 1506 286 1536 GR 288 1581 QT 2575 3520 3900 4740 Section 176. 50 Added 09/01/99 BY KHA per updated topo Xl 176. 50 17 1175 1234 90 150 145 GR 290 470 288 622 286 1033 284 1113 282 1143 GR 280 1175 278 1185 276 1195 274 1201 273.2 1206 GR 274 1212 276 1218 278 1225 280 1234 282 1264 GR 284 1374 286 1445 Sect ion 179. 40 Revised 09 /01 /99 BY KHA per updated topo NC . 070 . 070 . 050 . 3 . 5 100' D/S OF BOX CULVERT ON TEXAS AVENUE Xl 179. 40 19 1086 1162 220 260 265 GR 290 706 288. 9 766 288.0 856 286 .0 1026 284.0 1079 GR 282 1086 280 .o 1095 278 1109 276 1118 274 1124 GR 273.5 1130 274 1135 276 1139 278 1144 280 1156 GR 282 1162 284.0 1172 286 1497 288 1501 l 20DEC99 15o48o37 PAGE DIS FACE BOX CULVERTS ON TEXAS AVENUE Xl 180. 40 11 1235 1266 . 3 160 60 100 GR 290 .0 800 289 .4 1000 286. 6 1235 273.01 1235 273.01 1266. 3 GR 286.5 1266. 3 286.0 1410 286 . 0 1500 286 .4 1590 287.2 1625 GR 290.5 1640 NC . 015 SB 1 .25 1 . 5 2.9 31. 3 1. 3 300 273.01 273 . 01 Xl 181 .12 112 112 112 X2 1 283.01 286. 6 BT 9 800 290 .o 0 1000 286. 6 0 1235 286.75 0 BT 1266. 3 286. 75 0 1410 286. 6 0 1500 286. 6 0 1590 BT 286 .8 0 1625 287 .2 0 1640 290.5 0 NC . 065 .065 .055 .1 . 3 NDM STATION 186 .00 100' UI S BOX CULVERTS Xl 182. 40 11 1185 1270 100 1 00 100 GR 290.0 800 289 .4 1000 286 . 6 1150 286.0 1185 273.8 1207 GR 273.8 1215 284 .o 1250 286 .0 1270 288.0 1300 288.0 1555 GR 290.0 1620 NDM STATION 189.00 Xl 185.50 12 1370 1435 260 390 300 GR 295. 0 1000 295.0 1310 288 .0 1310 286.0 1370 276. 3 1400 GR 276. 3 1403 288.0 1435 290.0 1470 292 .0 1545 294.0 1660 GR 298. 0 1840 300.0 1880 NDl! STATION 191. 50 Xl 188. 00 8 1425 1490 150 270 250 GR 290. 0 1060 288. 0 1370 286.0 1425 276.75 1462 286. 0 1490 GR 288. 0 1500 290. 0 1510 300 . 0 1765 QT 2560 3464 3855 4675 NDM STATION 194. 30 Xl 190. 80 13 1235 1280 230 200 280 GR 295. 0 1175 288. 0 1185 286. 0 1235 277.5 1258 277 .5 1262 GR 284.0 1280 286. 0 1355 290. 0 1395 292 . 0 1435 294.0 1490 GR 296.0 1530 298.0 1585 300. 0 1610 NC .075 NDM STATION 197. 00 Xl 193 . 50 12 1252 1297 275 320 270 GR 295. 0 1210 289. 0 1210 288 .0 1240 286 .0 1252 278.1 1275 GR 286 . 0 1297 288 .o 1320 290. 0 1345 294 .0 1410 296 .0 1490 GR 298 .0 1570 300.0 1610 NDM STATION 199.00 20DEC99 15,48,37 PAGE Xl 195.50 12 1292 1380 200 150 200 GR 295.0 1260 288. 0 1260 280 .0 1311 279.0 1315 280 .0 1322 GR 286.0 1340 288 . 0 1355 290. 0 1380 292 .0 1500 296.0 1560 GR 298.0 1620 300 . 0 1690 NC .085 . 085 . 050 QT 4 1050 1391 1536 1830 NDM STATION 201. 00 Xl 197. 50 13 1290 1350 380 130 200 GR 300. 0 1160 293. 5 1170 292. 0 1230 290 .0 1255 286. 0 1275 GR 284. 0 1290 280 . 5 1320 282 .0 1330 284.0 1350 290 .o 1380 GR 296. 0 1470 298. 0 1610 300.0 1655 NDM STATION 203 .00 Xl 199 . 50 10 1230 1290 150 230 200 GR 300. 0 1140 293. 5 1150 292. 0 1170 286 .0 1230 282 .o 1260 GR 286. 0 1290 296 .0 1380 298. 0 1415 300. 0 1455 302. 0 1520 NOM STATION 207 . 00 Xl 203.50 12 1355 1375 320 410 400 GR 300. 0 1 000 298.0 1015 296 .0 1100 296 .o 1285 294 .o 1285 GR 288. 0 1355 286.1 1370 286. 0 1375 294 .o 1410 296 .2 1410 GR 298 .0 1792 300. 0 1800 NDM STATION 209 . 00 Xl 205. 50 14 1198 1215 180 130 225 GR 300. 0 1000 298.0 1080 294 .0 1140 292.0 1160 290 .0 1180 GR 288. 0 1198 287.0 1205 288.0 1215 290 .0 1225 294 .0 1250 GR 296.0 1275 298 . 0 1300 298.0 1380 300 . 0 1390 NDM STATION 210.80 Xl 207.30 10 1185 1210 170 140 180 GR 304.0 1000 300. 0 1140 298 .o 1158 296. 0 1168 290 .o 1185 GR 287. 5 1195 290 .o 1210 296. 0 1233 300 .0 1250 302 .0 1400 NC .3 . 5 NDM STATION 213. 30 Xl 209. 80 10 1250 12 65 250 240 250 GR 306. 0 1000 304.0 1061 302. 0 1140 300.0 1180 298 .0 1197 GR 290. 0 1250 289 .0 1255 290. 0 1265 300.0 1265 300 . 8 1430 NDM STATION 215. 30 Xl 211. 80 12 1295 1310 150 180 200 GR 310.0 1000 308.0 1060 306 .0 1100 304.0 1190 300. 0 1265 GR 294 .o 1295 291.0 1308 294.0 1310 298 .o 1345 300. 0 1360 GR 300. 7 1380 300 . 8 1580 NDM STATION 215.90 20DEC99 15:48:37 PAGE 10 Xl 212.40 18 1101 . 9 1114 .1 90 30 60 GR 308 .1 820 308. 0 830 304.0 1000 302.0 1070 298.0 1086 GR 290. 96 1101. 9 290. 96 1102 290. 96 1102 . 8 290. 96 1105 290. 96 1108 GR 290. 96 1111 290.96 1113. 2 290. 96 1114 290. 96 1114 .1 298. 0 1129 GR 300. 6 1175 300.6 1210 320.0 1210 .1 NC . 024 SB 1. 25 1 . 5 2.9 0 8.5 55 290. 96 290.96 NDM STATION 216. 30 Xl 212. 80 40 40 40 X2 1 297 .46 300.60 BT 18 820 308.l 0 830 308 . 0 0 1000 304. 0 0 BT 1070 302.0 0 1086 301 . 3 0 1101 . 9 300. 6 0 1102 BT 300. 6 0 1102. 8 300. 6 0 1105 300. 6 0 1108 300.6 BT 0 1111 300.6 0 1113 .2 300 . 6 0 1114 300. 6 0 BT 1114 .1 300. 6 0 1129 300.6 0 1175 300. 6 0 1210 BT 300.6 0 1210 .1 320.0 0 NC .050 . 050 . 045 NDM STATION 216 . 50 Xl 213. 00 13 1315 1345 20 20 20 GR 308 .1 1000 308. 0 1055 306 .0 1135 304. 0 1190 302 .0 1225 GR 300 . 0 1300 298. 0 1315 292.5 1330 292 .5 1338 298. 0 1345 GR 300. 0 1380 300. 0 1395 320 .0 1395 NDM STATION 219. 20 Xl 215. 70 13 1225 1255 230 290 270 GR 307.0 1000 306. 0 1055 304.0 1190 302.0 1205 298 .0 1225 GR 294. 0 1240 296. 0 1250 298.0 1255 300. 0 1275 302 .o 1340 GR 306.0 1380 308 . 0 1395 310.0 1420 NC .1 . 3 NDM STATION 221.10 Xl 217 . 60 14 1150 1210 300 300 190 GR 305 .9 1000 306. 0 1030 306. 0 1085 304. 0 1150 300. 0 1170 GR 296. 2 1175 296.2 1185 298 .0 1195 300.0 1200 302. 0 1210 GR 304 . 0 1230 306.0 1245 308.0 1265 310 .0 1290 NDM STATION 223 .20 Xl 219. 70 9 1085 1120 170 210 2 1 0 GR 306.0 1000 304.0 1055 302 .0 1085 300 . 0 1090 297. 0 1100 GR 300.0 1115 302.0 1120 308.0 1150 310.0 1170 1 20DEC99 15:48:37 PAGE 11 IHLEQ = 1. THEREFORE FRICTION LOSS IHL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS . 1 20DEC99 15:48 :37 PAGE 12 Tl HYDRAULIC ANALYSIS OF l~OLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 50-YR.FLD.-HYPOTHETICAL STORM--W /AMPHITHEATER AND LAKE T 3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 Jl I CHECK INQ NI NV IDIR STRT METRIC HVINS Q WSEL FQ . 001977 J2 NPROF I PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS IHLI IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REAC H TO REACH. SEE DOCUMENTATION FOR DETAILS. 20DEC99 15:48:37 PAGE 13 Tl HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 100-YR.FLD .-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 Jl I CHECK INQ NINV IDIR STRT METR I C HVINS Q WSEL FQ . 001799 247.44 J2 NPROF I PLOT PRFVS XSECV XSECH FN AL LDC IBW CHNIM ITRACE -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 20DEC99 15:48:37 PAGE 14 Tl HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND . 500-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE :WOLF2 Jl ICHECK INQ NINV !DIR STRT METRIC HVINS Q WSEL FQ . 001977 J2 NPROF I PLOT PRFVS XSECV XSECH FN AL LDC IBW CHN IM I TRACE 15 -1 -1 IHLEQ = l. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE , WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 20DEC99 15:48:37 PAGE 15 THIS RUN EXECUTED 20DEC99 15:48:39 * ** ** ............. ** .... ** ••• "'**"'*" * ** " •• * HEC-2 WATER SURFACE PR OFILES Version 4.6 .2; May 1991 ...................................... NOTE-ASTERISK (') AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WOLF PEN CREEK PARK EXIS SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CR IWS EG lO•KS VC H AREA . OlK 26. 300 .00 .00 .00 235. 00 3941 . 00 246. 50 244 . 81 246. 67 19. 94 4.85 1809 .68 882 . 60 26. 300 .00 . 00 .00 23 5 . 00 5287 .00 247 .14 245. 45 247 . 31 20 .16 5.08 2290 . 71 1177 .49 26.300 .00 . 00 .00 235 . 00 5645 .00 247. 44 245 . 4 3 247. 59 17.99 4.89 2519 . 74 1330 . 93 26.300 .00 . 00 .00 23 5. 00 6882 . 00 247. 82 246 . 01 247 .99 19. 80 5.2S 2824 .26 1S46 . S7 37.300 1100. 00 .00 . 00 237. 00 3941 .00 247. so 243 . 79 247.S6 8 .68 2.97 2336.41 1337 .28 37 . 3 00 1100. 00 .00 .00 237. 00 S287. 00 248.19 244. 27 248. 27 10. 23 3 .39 2732.00 16S2. 61 37 .300 1100.00 . 00 . 00 237. 00 S64S . 00 248. 42 244 .36 248. so 10. 23 3.4S 2869.83 1764.80 37 . 300 1100 .00 . 00 . 00 237. 00 6882. 00 248. 90 244.69 249. 00 11.64 3.80 3179.17 2017. 00 4S .600 830.00 . 00 .00 237 .SO 3941.00 248. 31 24S. 89 248 . S3 21. 04 s. 21 1486 . 74 8S9 .11 4S. 600 83 0. 00 . 00 . 00 237. so S287 . 00 249.12 246.79 249. 37 23 .10 S .7S 1799 .84 1099. 92 4S. 600 830.00 . 00 .00 237.SO S64S. 00 249. 34 246. 8S 249. S9 23 .17 S.83 1889 .16 1172.78 4S. 600 830. 00 .00 .00 237 .SO 6882. 00 249. 92 247. 27 2S0.21 2S. 09 6 .28 212S.S9 1373.81 49 . 200 360.00 .00 .00 237. 70 3941.00 248.96 247.33 249 .22 31. 34 S.80 1361.12 703 . 94 49. 200 360. 00 . 00 .00 237.70 S287 . 00 249.79 247.84 2SO. 06 31. 84 6.20 1681. 42 936.99 49. 200 360.00 .00 .00 237.70 S64S . 00 2SO. 01 247.99 2SO. 28 31.61 6 . 26 1769.4S 1004 . 08 49. 200 360 .00 .00 . 00 237.70 6882. 00 2SO. 63 2 48.3 S 2 so. 89 30. 89 6.44 2268. 3 s 1238 .16 S5. 000 580.00 .00 .00 239. 00 3941 .00 2SO .17 2 48. S9 2 so. 27 17.S9 3. 9S 2028.40 939 . 7S SS . 000 S80 . 00 .00 .00 23 9. 00 S287. 00 2SO. 93 248. 93 2Sl. 03 lS. 57 3. 9S 2613 . S7 1340 .01 SS . 000 S80. 00 .00 .00 239.00 5645. 00 2Sl .13 248. 96 2Sl . 22 15. 07 3.95 2767 .12 1454 .36 SS. 000 S80. 00 . 00 .00 239. 00 6882 . 00 2Sl. 69 249.29 2Sl.79 14.43 4.02 3219.31 1811 .46 61. 000 600. 00 . 00 . 00 240. 00 3949.00 2SO. 81 248.48 2SO. 89 12 .89 3.40 2037 . 71 1099 . 77 6 1 . 000 600. 00 . 00 . 00 240. 00 S261. 00 2Sl. S2 248.79 2Sl. 61 13. 44 3.68 2484 . 67 143S. 10 61. 000 600. 00 . 00 .00 240. 00 SS15.00 2Sl. 69 248. 86 251.78 13.06 3.68 2603.18 1S26 .08 61. 000 600.00 .00 . 00 240. 00 6793.00 2S2. 24 249 .12 2S2.35 13.66 3.92 299S. 76 1837 . 73 69. 000 800. 00 . 00 . 00 245. 00 3949.00 2S3 .20 252. 24 2S4. 76 1S3. 97 10 .22 413.29 318.2S 69. 000 800.00 . 00 . 00 24S. 00 S261 . 00 2S3 . 94 2S3.29 256. OS 181. 03 11 .94 479.46 391 .01 69. 000 800.00 . 00 .00 24S. 00 5S1S . 00 2S4 .06 25 3.47 2S6. 27 186. 79 12 .27 490.48 403.S3 69. 000 800. 00 . 00 . 00 24S. 00 6793 .00 2S4 . 62 254 . 47 257.37 211.16 13 .74 S44.48 467.47 20DEC99 15:48:37 PAGE 16 SECNO XLCH ELTRD ELLC ELM IN Q CWSEL CRIWS EG l O'KS VCH AREA .OlK 70. 000 100. 00 . 00 . 00 246 .11 3949 .00 254. 69 2S2.59 256 . S6 17S . 96 10 . 96 360. 37 297.70 70. 000 100 .00 . 00 . 00 246 .11 S261. 00 255. 69 2S3.95 2S8. 34 226 .13 13.08 402. 32 349.8S 70. 000 100. 00 . 00 . 00 246 .11 5SlS . 00 2SS. 86 2S4.20 2S8. 67 236.18 13.47 409 . 4 0 3 S8. 86 70. 000 100. 00 . 00 . 00 246 .11 6793.00 256 . 63 2S5 . 43 260 .30 287. 26 15.37 441.84 400. 79 73.700 370.00 263. 85 2SS.32 247. 32 3949.00 2S6. 67 . 00 2S8. 24 8 .S4 10 . OS 392.78 1351. 23 73.700 370.00 263. 8S 2SS.32 247. 32 S261. 00 260. 60 . 00 261. 98 S .S4 9 .43 SS7 . 90 2236.05 73.700 370.00 263 . 8S 2SS .32 247 . 32 SSlS.00 261. 43 . 00 262. 77 s .13 9 .31 S92. 62 2433.76 73.700 370.00 263.85 255.32 247. 32 6793.00 262. 62 . 00 264. 36 6.21 10 . S7 642. 7S 2725.04 7S .100 140 .00 . 00 . 00 24S. 93 3949.00 258. 60 2SS. 37 258. 81 16 .14 4.8S 1310 . 09 982. 87 7 s .100 140 .00 .00 .00 24S. 93 5261. 00 262. 36 2S6 . 09 262. 4S s .38 3.37 2473 .9S 2268.25 75.100 140. 00 . 00 .00 24S. 93 SSlS.00 263 .14 2S6.12 263 . 22 4 .44 3 .16 2740.67 2617. 98 7S.100 140 .00 . 00 .00 24S . 93 6793. 00 264 .84 2S6.79 264.92 3 .86 3.lS 3318. 76 34S6. 92 77 . 700 260.00 . 00 .00 243. 2S 3949.00 259 . 00 2S2 . 71 2S9 .11 8 .64 3.58 2082. 66 1343 .46 77 . 700 260.00 . 00 .00 243. 2S S261. 00 262 . so 2S6.06 262. 53 2 .12 2.08 4416.48 36 12 .23 77 . 700 260 . 00 . 00 .00 243 .25 SSlS .00 263 .26 2S6 .30 263 . 29 l .66 1. 90 49 73.46 4274 .28 77 . 700 260.00 . 00 .00 243 . 2S 6793. 00 264 .9S 2S7 .16 26 4 . 97 1 .28 1. 78 6447.81 6007 .2S 80. 800 80. 800 80. 800 80. 800 83. 600 83. 600 83. 600 83 . 600 85.550 85 .550 85.550 85.550 88 .150 88 .150 88 .150 88. 150 91. 900 91. 900 91. 900 91. 900 95.000 95. 000 95.000 ' 95. 000 20DEC99 SECNO 9B. 550 9B. 550 98. 550 98. 550 103. 000 103. 000 103. 000 103. 000 108 .100 lOB .100 108.100 lOB .100 112. 000 112. 000 112 .000 112. 000 112. 900 112. 900 112. 900 112. 900 113. 900 113. 900 113. 900 113. 900 116. 200 116. 200 116. 200 116. 200 116 . 700 116. 700 116. 700 116. 700 119. 200 119.200 119. 200 119. 200 124. 000 124. 000 124. 000 124. 000 20DEC99 SECNO 126. 000 126. 000 126.000 126.000 130. 900 130.900 130. 900 130. 900 310. 00 310. 00 310. 00 310.00 280. 00 280.00 280. 00 280. 00 195. 00 195. 00 195. 00 195 . 00 260.00 260. 00 260.00 260.00 375. 00 375.00 375.00 375.00 310 .00 310.00 310. 00 310 .00 XLCH 355.00 355.00 355.00 355.00 445.00 445 .00 445.00 445.00 510. 00 510.00 510. 00 510. 00 390. 00 390.00 390.00 390 .00 90 .00 90. 00 90.00 90.00 100. 00 100 . 00 100. 00 100 . 00 230.00 230.00 230. 00 230. 00 50 .00 50.00 50.00 50. 00 250. 00 250. 00 250.00 250. 00 565.00 565.00 565. 00 565.00 XLCH 300.00 300.00 300.00 300.00 750. 00 750.00 750.00 750.00 . 00 . 00 . 00 . 00 .00 .00 . 00 . 00 . 00 . 00 . 00 . 00 .00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 ELTRD .00 . 00 .00 .00 .00 . 00 .00 .00 . 00 .00 . 00 . 00 . 00 . 00 .00 .00 .00 .00 .00 . 00 . 00 . 00 . 00 . 00 269 .04 269.04 269.04 269.04 . 00 .00 .00 .00 . 00 . 00 . 00 . 00 .00 .00 . 00 . 00 ELTRD .00 .00 . 00 . 00 . 00 . 00 .00 .00 .00 .00 .00 . 00 . 00 . 00 .00 .00 .00 .00 . 00 . 00 . 00 . 00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 . 00 ELLC . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .00 .00 .00 .00 .00 .00 . 00 .00 . 00 . 00 . 00 . 00 .00 .00 265.34 265.34 265. 34 265.34 .00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .00 . 00 . 00 ELLC . 00 .00 . 00 . 00 . 00 .00 .00 . 00 246 .39 246.39 246.39 246.39 246. 37 2 46 . 37 246. 37 246.37 246 . 64 246.64 246 . 64 246. 64 246. 61 246.61 246. 61 246.61 247. 49 247.49 247. 49 247 .49 251. 96 251.96 251 . 96 251. 96 ELM IN 252.5B 252.5B 252.5B 252.58 254.00 254.00 254.00 254 .00 254 . 00 254.00 254 . 00 254 . 00 254. 00 254 . 00 254. 00 254. 00 254. 00 254 . 00 254.00 254. 00 254.19 254.19 254.19 254 .19 255. 34 255. 34 255.34 255. 34 255. 34 255. 34 255. 34 255.34 256 .12 256.12 256 .12 256 .12 256 .42 256.42 256. 42 256. 42 ELM IN 256. 00 256 . 00 256. 00 256. 00 25B. 00 258. 00 25B. 00 258. 00 3949.00 5261.00 5515 . 00 6793. 00 3949.00 5261. 00 5515.00 6793.00 3949.00 5261. 00 5515.00 6793 .00 3949.00 5261 . 00 5515. 00 6793. 00 3949.00 5261. 00 5515. 00 6793. 00 3949.00 5261 .00 5515. 00 6793.00 Q 3949.00 5261.00 5515.00 6793. 00 3949.00 5261. 00 5515.00 6793.00 3830.00 5195.00 5630. 00 6940. 00 3830 .00 5195.00 5630 . 00 6940 . 00 3B30 .00 5195 . 00 5630.00 6940 .00 3B30.00 5195. 00 5630.00 6940. 00 3830.00 5195.00 5630. 00 6940. 00 3830.00 5195. 00 5630. 00 6940. 00 3711.00 5132. 00 5763. 00 7075.00 3711.00 5132.00 5763.00 7075.00 Q 3711. 00 5132.00 5763. 00 7075.00 3711.00 5132. 00 5763 .00 7075.00 259.32 262. 58 263.32 264. 99 259.76 262. 69 263.40 265.05 260. 56 262.91 263.56 265 .15 261. 33 263.27 263.B5 265.34 262 . 23 263. 84 264. 32 265.70 263.15 264 .50 264.89 266 .15 CWSEL 263 . 80 265. 05 265. 38 266.55 263. 85 265. 05 265 . 3B 266. 52 264.05 265 . 24 265. 54 266. 65 264 .25 265. 52 265 . B5 267. 02 264.20 265.45 265. 76 266. 92 263.66 264.59 264.7B 265.59 264 .12 266.67 267.37 267. 90 265.B5 26B. 66 269. 4B 271. 00 266. 59 269.19 269. 97 271. 4 7 268.26 269. 64 270. 32 271. 71 CWSEL 270 . 67 271. 75 272. 20 273.16 271.53 272. 60 273.02 273 .B9 256. 48 257.00 257 .11 257.52 257 .49 25B. 44 25B.50 259.14 257 . 53 258.25 25B .36 25B.99 258 . 01 258. 57 258. 76 259 .40 259 . 26 259.B4 259.B7 260 .47 260 .51 261.13 26 1 .17 26 1 .53 CRIWS 259.47 260.10 260. 23 260. 77 258. B2 259. 70 259. B6 260. 64 25B .16 258. 96 259 .19 259. 87 256. 63 257. 05 257.18 257.54 257. 66 258.41 258. 63 259. 27 260. 53 26 1 . 97 262.39 263 . 63 .00 .00 .00 .00 260 . BB 26 1 . 99 262. 30 263 .15 264.39 264 . BO 265. 06 265. 42 268. 26 269.37 269. 67 270. 49 CRIWS 266. 77 267. 88 268. 27 268 . 8B 267. 23 26B .B2 269.31 270.lB 259. 46 262. 62 263.36 265. 02 260. 08 262. 7 8 263. 4 7 265.10 260. 77 263. 02 263 . 66 265. 22 261. 54 263.43 263 .98 265. 46 262. 42 264. 01 264. 4 7 265.B4 263.36 264. 70 265. OB 266. 31 EG 263. 89 265 .13 265. 46 266. 62 264 .11 265.37 265.69 266.B5 264.25 265.52 265.84 267.01 264.2B 265.57 265.B9 267. 07 264.35 265.66 266 .00 267 .19 265.10 266 . 79 267. 27 26B .B5 265.79 26B .52 269 .30 270. 59 266.25 269. 02 269 .B2 271. 35 266. 73 269.26 270.04 271. 54 269. 99 271.15 271.64 272.73 EG 270. B2 271.92 272.37 273.33 271.76 272. 83 273.25 27 4.10 15. 60 4 .27 3.20 2. 24 36. 93 9. 39 6. 80 4.31 30.56 13 .39 10. 37 6.92 28. 50 17 .04 13. 86 10 .12 27.35 19. 27 16. 59 13 .22 31. B2 24.57 21. 66 1 7. 07 lO*KS 12. 3B 10 .33 9.3B 7.6B 3.36 3.61 3.48 3.42 .2 4 .73 .91 .14 .30 .35 . 37 .40 1. 50 1. Bl 1.92 2.05 69.70 97.74 lOB. 87 133.90 9. 65 B. 48 8. 3B 11.27 22.32 14. 05 12 .55 11.36 15.41 6. 27 5. 46 4.41 151. 00 117. 22 9B. 02 6B.69 lO'KS 13.08 13 .11 12.91 11. 66 15. 25 15. 64 15.39 14. 21 4.02 2.53 2.26 2.04 5. 86 3.53 3 .12 2.6B 4.64 3 .66 3.36 3.01 4.43 3.96 3.71 3.47 . 42 .19 . 01 .89 4.84 4 .68 4.51 4 .31 VCH 3 .12 3.14 3.06 2.99 4.89 5.47 5.4B 5. 79 .06 4. B3 5 .07 5.60 1.51 1. 79 1. B7 2. 06 . 3B 4.01 4.20 4.61 9. 63 11. 90 12.66 14.50 10 . 38 10.92 11.14 13 .15 5. 07 4.90 4.B6 5.01 4.35 3.31 3.23 3.15 11 . 21 11.13 10 . 72 9.B6 VCH .70 . 03 .13 . l B 4. 3B 4.65 4.69 4.66 1610 .14 3575. 24 4188. 62 5611. 76 1109. 63 2653.99 3163. 33 4405.14 1179 .64 2157. Bl 2511. B6 3460.20 1159.04 lBOB.51 2063.99 27B7 . 95 1216. 56 1714.31 1B77.41 2409.00 1164.29 1620. 03 1766.20 2282. 49 PAGE 17 AREA 1819.29 2472.67 2671.45 3427.56 1273. 37 1656.57 1774.92 2231.36 1208.99 1402. 09 1451.35 1646. B9 2B42. 64 3312. 4B 3439.51 3909. 94 1357. 97 1592. 26 1661.39 1922. 05 3 97. 7 5 436. 72 444.81 478.75 36B. 98 475.84 505 . 46 527.73 7Bl.14 1202. B7 1351.52 1B34. 02 15B6. 84 2744. 26 3113.62 3B46.30 433.88 666. 09 799.74 1105.34 PAGE lB AREA 1451. 31 1929. 59 21 46.31 2631. 88 1230. 57 1713.76 1933.51 2403. 51 999.7B 2544.56 3083.44 4542.13 6 49. 79 1716. 53 2115.17 3271. 72 714 .34 1437.62 1712.22 25B3.24 739.69 1274.64 14Bl.26 2135.0B 755. 07 119B.46 1353.96 186B.44 700.05 1061. 27 1184. 97 1 644.08 . OlK 1122. 31 1637.24 lB00.44 2452.01 2155.67 276B.98 295 4.6 3 3670. 97 2557 .13 3145. 49 3300.06 3916.73 703B.64 8734.65 9197.65 10969.99 3 126.BO 385B.79 4061. 22 4852.52 458. 76 525. 4 B 539.59 599.76 1232 .91 1783.65 1944.32 2067 .11 BlO. 76 1385.B7 1589 . 33 2059.19 945.20 2049.42 2466.21 3368.53 302.00 474.01 5B2. 08 853.66 .OlK 1026.00 1417.57 1603. 72 2072.12 950.31 1297. 69 1469.01 1B76.73 135.600 135. 600 135. 600 135. 600 145 .600 145. 600 145.600 145.600 156. 400 156.400 156.400 156. 400 160. 200 160. 200 160. 200 160. 200 163 . 000 163. 000 163. 000 163.000 166 .100 166. 100 '166. 100 166 .100 171. 800 171. 800 171.800 171. 800 173.300 173.300 173.300 173.300 20DEC99 SECNO 175.300 175.300 175.300 175.300 176.500 176.500 176.500 176 .500 179 .400 179 .400 179.400 179.400 180 . 400 180. 400 180. 400 180. 400 181.120 181. 120 181. 120 181.120 182. 400 182.400 182. 400 182.400 185.500 185. 500 185.500 185.500 188. 000 188 . 000 188 . 000 188.000 190.800 190. 800 190. 800 190.800 193. 500 193. 500 193. 500 193. 500 20DEC99 835. 00 835. 00 835. 00 83 5. 00 550. 00 550. 00 550.00 550.00 1080 .00 1080 .00 1080.00 1080 . 00 380.00 380 .00 380.00 380. 00 280. 00 280. 00 280. 00 280.00 280. 00 280. 00 280. 00 280. 00 570. 00 570. 00 570. 00 570.00 140. 00 140. 00 140. 00 140 . 00 XLCH 210. 00 210. 00 210. 00 210. 00 145.00 145.00 145.00 145.00 265.00 265.00 265. 00 265 .00 100 .00 100.00 100. 00 100 . 00 112 . 00 112. 00 112. 00 112 .00 100. 00 100.00 100.00 100.00 3 00. 00 300.00 300 .00 300.00 250. 00 250. 00 250. 00 250. 00 280. 00 280 . 00 280. 00 280.00 270. 00 270. 00 270. 00 270. 00 .00 .00 . 00 . 00 . 00 .00 .00 . 00 .00 . 00 . 00 . 00 . 00 . 00 . 00 .00 .00 .00 .00 . 00 . 00 . 00 .00 .00 . 00 .00 . 00 .00 .00 .00 .00 . 00 ELTRD .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .00 .00 . 00 .00 .00 .00 .00 286. 60 286. 60 286.60 286. 60 .00 .00 .00 .00 . 00 .00 . 00 .00 .00 . 00 . 00 . 00 . 00 .00 . 00 .00 . 00 . 00 . 00 . 00 .00 . 00 . 00 . 00 . 00 . 00 . 00 .00 .00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .00 .00 . 00 . 00 . 00 ELLC . 00 . 00 . 00 . 00 . 00 .00 .00 .00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 283.01 283. 01 283.01 283.01 .00 . 00 . 00 . 00 . 00 .00 .00 . 00 . 00 .00 .00 .00 .00 .00 .00 . 00 . 00 .00 .00 . 00 263 .14 263 .14 263 .14 263 .14 265. 95 265.95 265. 95 265. 95 267. 52 267. 52 267. 52 267.52 266. 79 266. 79 266. 79 266. 79 268 . 98 268. 98 268. 98 268. 98 271. 00 271 .00 271. 00 271 . 00 271. 40 271 . 40 271.40 271. 40 271. 50 271. 50 271 . 50 271. 50 ELM IN 271 . 70 271. 70 271. 70 271. 70 273 .20 273.20 273.20 273.20 273.50 273.50 273 .50 273 .50 273 .01 273 . 01 273.01 273 .01 273.01 273 .01 273. 01 273. 01 273 .80 273.80 273 .80 273 .80 276 . 30 276.30 276 . 30 276 .30 276.75 276.75 276. 75 276.75 277. 50 277. 50 277. 50 277. 50 278 .10 278 .10 278 .10 278 .10 3711.00 5132.00 5763.00 7075.00 2837.00 3954.00 4444.00 5541.00 2837.00 3954.00 4444.00 5541. 00 2980 . 00 4109.00 4564 .00 5519 . 00 2980. 00 4109. 00 4564. 00 5519.00 2980. 00 4109.00 4564 .00 5519. 00 2591.00 3571. 00 3969 .00 4800 . 00 2591 .00 3571 . 00 3969. 00 4800 . 00 Q 2591. 00 3571. 00 3969. 00 4800. 00 2575.00 3520.00 3900.00 4740.00 2575. 00 3 520. 00 3900. 00 4740.00 2575. 00 3520.00 3900. 00 4740. 00 2575. 00 3520. 00 3900. 00 4740.00 2575. 00 3520.00 3900. 00 4740. 00 2575.00 3520. 00 3900. 00 4740.00 2575.00 3520.00 3900. 00 4740 .00 2560 .00 3464.00 3855 . 00 4675.00 2560. 00 3464 .00 3855.00 4675 .00 272. 44 273.42 273.80 274.58 273. 71 274. 49 274. 77 275 . 36 277 . 40 278. 20 27 8. 50 279. 04 277.99 27 8. 88 279.21 279. 84 278. 55 279. 43 279.74 280.36 279. 17 279. 98 280. 27 280. 85 281. 21 281. 94 282.16 282.59 281. 60 282.38 282. 64 283 .16 CWSEL 282. 54 283.61 283 . 97 284. 63 283. 31 284.39 284. 76 285. 39 284. 07 285. 08 285.42 286. 04 284. 25 285 .16 285. 43 285. 84 285. 27 286 . 06 285. 97 285. 84 285.76 286. 95 287 .11 287.69 287 .13 288. 31 288.59 289. 26 288.47 289. 67 290. 02 290. 75 289 . 24 290. 34 290. 67 291 .30 289. 68 290. 74 291. 07 291. 71 269. 83 270. 28 270. 39 270. 72 273. 71 274 .49 274.49 27 5. 09 274. 64 275.37 275.70 276. 36 275.25 276.21 276. 44 276. 88 276. 86 277. 53 277.77 278. 29 278.17 279 .10 279. 33 279. 94 279 . 49 280. 31 280. 58 281 . 05 279 . 33 280. 70 281.13 282 . 05 CRIWS 280 .31 281. 89 282.29 282. 89 280. 54 281. 65 282.14 282 .89 280.78 281. 72 282. 02 282. 65 278. 94 280. 31 280. 82 281. 94 . 00 .00 .00 .00 281. 42 282 . 60 283. 07 283.87 284.41 285 . 61 285. 96 286.99 284. 73 285.92 286 .14 287.06 286 .12 286.97 287. 23 287.64 286. 80 288.18 288. 68 289 .53 272. 51 273.49 273.88 274.67 274. 71 27 5. 3 8 275.63 276 .10 277. 63 278. 51 278. 83 279. 45 278.16 279. 07 279 .40 280 . 03 278.80 279 .67 279.98 280.59 279.83 280. 64 280. 91 281. 44 281. 71 282.57 282. 86 283.40 282.35 283. 37 283.71 284.34 EG 283.24 284.35 284.73 285. 38 283.74 284. 83 285.19 285. 84 284. 51 285. 62 285. 99 286 . 63 285. 08 286. 49 286. 99 288 . 00 285. 96 287 . 21 287. 41 288. 00 286. 21 287. 50 287.75 288. 4 5 287 .85 289 .14 289. 50 290.27 288.87 290. 05 290 . 3 9 291. 08 289. 43 290.55 290.90 291.56 290. 27 291. 40 291. 7 8 292.51 10. 82 9.58 9. 28 8. 61 146. 62 122. 20 114. 93 96.97 18.36 21. 61 22.97 26. 27 15.18 15 . 08 14 .9 1 14.62 27. 00 24.52 23.49 22. 21 46. 74 46.39 44.87 41.46 36.64 43.99 47.65 53. 73 42.06 51.86 55.16 60 .11 lO•KS 42.32 41. 64 41. 82 40.79 29.58 26 .92 25. 84 25 .48 28. 30 30 .10 30 .12 30.16 49. 58 74.69 86. 28 116 .5 9 3 .51 5.52 6.90 10. 50 40 .20 40. 96 46.18 50.18 64. 07 63.07 65.43 66.99 29.01 25.12 24.30 20.96 15. 73 15.10 15. 70 16. 73 41.89 42 .17 43.81 46.65 . 04 .19 . 26 . 37 10. 37 10. 38 10. 37 10 .11 4 .60 5. 37 5. 67 6. 33 .46 4. 77 4.86 5. 03 5.51 5. 67 5. 70 5.81 7.48 7.99 8.04 8.08 6.82 7 .93 8.39 9 .20 7. 74 9 .11 9.58 10. 36 VCH 7.33 7.91 8 .14 8.40 . 64 .95 . 01 .27 . 31 .04 . 23 .56 . 32 9. 26 10 . 03 11. 80 6 . 71 8. 62 9.61 11.80 5. 36 6. 01 6. 48 7.12 6.85 7 .49 7.84 8.42 5. 23 5. 40 5.46 5. 36 .22 .49 . 68 . 04 6.52 7 .13 7.46 8. 05 1996. 48 2607. 01 2849. 31 3347.92 470.24 716. 60 827.38 1090.54 892. 99 1084 .18 1161.12 1317 .20 1192 .19 1558. 50 1704.22 1999 .10 1010. 30 1363 . 07 1504. 63 1779.53 659. 98 950. 06 1070. 52 1313. 77 588. 3 9 712.41 7 52. 81 851. 60 462. 05 575 . 80 629. 08 756. 27 PAGE 19 AREA 495.51 684. 40 755. 59 971. 97 599. 28 869. 29 982. 80 1199. 62 500. 07 703.74 817. 03 1077. 88 351. 77 380.30 388.81 401. 67 383.69 414. 94 405.97 401. 64 480. 49 613. 23 638. 38 744.28 391.63 526. 29 565.05 658.99 574. 77 934. 92 1083. 44 1422.42 854. 69 1088.37 1161.14 1308. 83 490. 30 637.23 686. 94 7 87. 67 PAGE 20 1128.20 1658 .15 1891. 65 2410.79 234. 30 357.68 414.54 562.69 662.16 850. 53 927.19 1081.11 764.73 1057.95 1181.89 1443.54 573.46 829. 77 941.71 1171.09 435.89 603.32 681.37 857 .11 428.05 538.42 574.98 654.81 399.54 495.88 534. 40 6 19.10 . OlK 398.27 553.40 6 13. 71 751.60 473.47 678.48 767.28 93 9. 03 484.05 641. 60 710.63 863 .11 365.68 407.29 419 . 87 438.98 1374.30 1497. 53 1484.72 1463.14 406 .13 549. 99 573. 88 669 .16 321.70 443.23 482 .13 579.15 478.08 702. 27 791.22 1035.24 645.56 891. 38 97 3. 07 1143 .13 3 95 . 55 533.44 582.42 684.44 I SECNO 195.500 195 .500 195. 500 195. 500 197.500 197.500 197 .500 197. 500 199. 500 199.500 199. 500 199.500 203. 500 203. 500 203. 500 203. 500 205.500 205. 500 205. 500 205.500 207.30 0 ,207. 3 00 207.300 207 .300 209.BOO 209. BOO 209. BOO 209.BOO 211. 800 211. BOO 211.800 211. 800 212.400 212.400 212.400 212.400 2 12 . 800 212. 800 212. 800 212.800 20DEC99 SECNO 213. 000 213. 000 213. 000 2 13 . 000 215.700 215.700 215.700 215.700 217.600 217 .600 217. 600 217 .600 219. 700 219 . 700 219. 700 219. 700 20DEC99 XLCH 200. 00 200. 00 200. 00 200. 00 200. 00 200. 00 200. 00 200. 00 200. 00 200. 00 200. 00 200.00 400. 00 400 . 00 400. 00 400. 00 225. 00 225. 00 225. 00 225. 00 180. 00 180. 00 180. 00 180. 00 250. 00 250 . 00 250. 00 250. 00 200 . 00 200. 00 200. 00 200. 00 60. 00 60. 00 60.00 60.00 40. 00 40.00 40.00 40 .00 XLCH 20 .00 20. 00 20 .00 20. 00 270. 00 270. 00 270. 00 270. 00 190. 00 190 . 00 190 . 00 190. 00 210. 00 210. 00 210. 00 210 . 00 15,49,37 WOLF PEN CREEK PARK EXIS ELTRD . 00 .00 .00 .00 .00 .00 . 00 .00 . 00 . 00 . 00 .00 .00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .00 .00 .00 . 00 . 00 . 00 .00 . 00 . 00 . 00 .00 .00 .00 300.60 300. 60 300 . 60 300. 60 ELTRD .00 .00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 SUMMARY PRINTOUT TABLE 150 SECNO 26.300 26. 300 26. 300 26. 300 37.300 37.300 37.300 37. 300 45. 600 45. 600 0 3941 .00 5287. 00 5645. 00 6882. 00 3941 .00 5287.00 5645.00 6882.00 3941.00 5287.00 CWSEL 2 4 6.50 247.14 2 4 7.44 247 .82 247.50 248.19 248. 42 248.90 24B. 31 249 .12 ELLC .00 . 00 . 00 . 00 .00 .00 .00 . 00 .00 .00 .00 .00 . 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 .00 297.46 297.46 297.46 297.46 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 DIFWSP .00 . 64 .30 .38 .00 .69 . 23 . 48 . 00 .81 ELM IN 279. 00 279 . 00 279. 00 27 9. 00 280.50 280.50 280. 50 280 . 50 282. 00 282. 00 282.00 282. 00 2B6. 00 286. 00 2B6. 00 286. 00 2B7. 00 287. 00 287. 00 287. 00 287.50 2B7.50 287.50 287. 50 289.00 289. 00 289. 00 289. 00 291. 00 291. 00 291. 00 291. 00 290. 96 290 . 96 290. 96 290 . 96 290 . 96 290 . 96 290. 96 290 . 96 ELM IN 292. 50 292. 50 292.50 292.50 294. 00 294. 00 294. 00 294. 00 296 .20 296. 20 296. 20 296. 20 297. 00 297. 00 297. 00 297. 00 DIFWSX .00 .00 . 00 . 00 . 99 l.05 . 98 l.07 .81 . 93 0 2560. 00 3464.00 3855.00 4675 .00 1050. 00 1391.00 1536. 00 1830. 00 1050.00 1391 .00 1536. 00 1830. 00 1050.00 1391.00 1536 .00 1830 .00 1050.00 1391.00 1536.00 1830.00 1050.00 1391.00 1536.00 1830 . 00 1050 .00 1391. 00 1536 . 00 1830 . 00 1050.00 1391.00 1536. 00 1830 .00 1050. 00 1391. 00 1536 . 00 1830 . 00 1050. 00 1391 .00 1536. 00 1830 . 00 0 1050. 00 1391.00 1536.00 1830.00 1050.00 1391. 00 1536.00 1830. 00 1050. 00 1391. 00 1536.00 1830. 00 1050. 00 1391. 00 1536. 00 1830.00 DIFKWS .00 . 00 .00 . 00 . 00 .00 .00 .00 .00 .00 CWSEL 290. 61 291. 70 292 . 07 292. 79 290.87 292. 01 292. 40 293.15 290. 92 292. 05 292. 45 293. 20 291 . 85 292. 80 293. 15 293. 82 292. 98 293. 77 294. 08 294. 68 293.75 294.43 294. 69 295.16 295. 96 296. 93 297. 31 298. 02 297. 63 298 . 48 298 . 84 299. 46 298. 75 299. 33 299. 53 299.92 301. 40 301. 72 301. 82 301. 91 CWSEL 301.69 302. 24 302. 45 302.83 301. 98 302. 56 302. 78 303.18 302.51 303 .10 303 . 32 303. 73 303.59 304. 26 304.51 304.97 TOPWID 735 . 20 767. 22 782. 00 801 . 23 549.51 594 .11 617. 43 666. 81 380. 74 395 . 66 CR IWS 285.9 4 286.9 1 287 . 27 287 . 94 284.44 284.89 285. 07 285. 42 286.09 286 .55 286 .74 287 .10 290. 45 291. 07 291. 30 291. 74 291.47 292.07 292. 28 292.70 292.52 293.25 293. 53 294. 06 294.15 294. 89 295 .18 295. 71 297.34 298 .13 298. 35 298. 82 296 .12 297 . 02 297.36 298 . 28 . 00 . 00 . 00 . 00 CRIWS 297.82 29B.79 299.19 299.96 299. 36 300.10 3 00. 3 7 3 00. 87 3 00 . 81 3 01. 52 301. 79 302. 25 302.25 303. 04 303.33 303. 94 XLCH .00 .00 .00 .00 1100. 00 1100. 00 1100. 00 1100. 00 830.00 830 .00 EG 290.82 291. 96 292. 35 293 .10 290 . 91 292. 06 292. 46 293.21 290.98 292 .12 292. 52 293.28 292. 32 293. 27 293. 62 294.30 293.37 294.20 294.51 295 .11 294.55 295. 45 295. 79 296. 43 296. 52 297 . 54 297. 94 298. 67 298 . 79 299. 60 299.91 300. 50 299.33 300.11 300. 40 300. 95 301.76 302. 28 302.47 302.80 EG 301. 84 302. 41 302 .63 303 .03 302 .19 302.79 303 .02 303 .45 3 02. 99 303.71 303. 99 304 .49 3 04. 23 304 .99 305. 26 305.76 lO*KS 19 .10 19 .18 19. 52 19 . 82 1.94 2 .07 2.14 2. 24 4 .11 3 .94 3. 93 3.90 58 .14 48. 92 46 .69 42. 71 47 .95 45. 42 44.38 41.62 77 .37 84.16 86.86 92 .17 74. 27 74.64 74.91 74.64 149 .05 127 .12 115. 78 104. 53 38.70 49.17 54.06 62. 44 .76 5. 67 6 . 65 9. 03 lO"'KS 8. 96 10. 23 10 . 67 11. 41 14. 76 15. 84 16 .17 16. 83 55.70 61. 36 63. 39 67 .22 57. 93 57 . 38 56. 70 55. 28 VC H 3.70 4.14 4 .31 4.61 1. 72 1. 93 2 .02 2.17 2 .17 2. 36 2.43 2.56 . 64 . 84 .94 7.10 . 36 . 78 . 92 .10 7.5 4 8.57 8. 96 9. 72 7.07 7.56 7.74 8. 01 9. 95 10.17 10 .11 10. 22 .27 . 60 9.15 10 .13 5. 74 7.19 7 .83 9 .18 VCH 3.46 3. 88 4.04 4 .31 4.16 4. 57 4 . 72 5.00 5. 60 6 .29 6 .55 7.03 . 54 7.15 .34 . 67 AREA 702 .12 907. 84 994.87 1171.81 784.84 971.66 1047.08 1213.81 644.80 831. 07 902. 00 1046 .13 262. 41 355.93 393.88 472 .22 276. 35 355.89 389.43 4 61.12 171. 99 207.64 221. 85 249 .14 214.58 270. 99 293.97 340. 59 167. 37 227.30 256 .18 308.36 233 .17 271. 30 285.40 316. 31 48B. 20 534. 05 546.19 559. 76 PAGE 21 AREA 429.54 521. 79 557.53 626 . 86 347. 43 427.84 460.07 521.12 188. 74 225.54 240.76 270.51 178.41 227. 67 249. 63 295. 59 PAGE 22 . OlK 585.79 790. 95 872. 49 1050. 10 753.99 967. 42 1050. 29 1221.91 518.16 700.65 774. 51 926. 25 137. 71 198. 88 224.78 280. 01 151. 64 206. 39 230. 56 283.66 119.37 151. 63 164. 81 190.61 121. B4 161. 01 177.47 211.82 86 .00 123. 37 142.75 178. 99 168.78 198.37 208 .91 231.59 541.19 584.10 595 .80 609. 02 .OlK 350.79 434. 88 470.17 541 . 70 273. 31 349. 45 381. 93 446.03 140.69 177. 58 192. 93 223.20 137.95 183. 63 203.99 246.14 45.600 564 5. 00 249. 34 .22 . 93 .00 399 .82 83 0 . 00 45 .600 6882. 00 249. 92 .58 . 03 . 00 410 .61 83 0. 00 49 . 200 3941 .00 248 .96 . 00 . 65 .00 382 . 00 360 . 00 49.200 5287 .00 249 . 79 . 83 . 67 .00 392 .34 360 .00 49. 200 5645 .00 250 . 01 .22 . 66 .00 810 . 04 360 . 00 49. 200 6882 .00 250 . 63 . 62 . 70 . 00 814 .65 360 . 00 55 . 000 3941 .00 250 .17 . 00 1. 21 . 00 756 .04 580. 00 55 . 000 5287 .00 250 . 93 .76 1.15 . 00 782 .66 580. 00 55. 000 5645. 00 251.13 .20 1.12 .00 7 89. 50 580. 00 55. 000 6882. 00 251. 69 . 57 1.07 .00 809 . 29 580. 00 61. 000 3949.00 250.81 . 00 . 64 .00 595. 08 600 . 00 61. 000 5261.00 251 . 52 . 71 . 58 .00 669. 31 600. 00 61. 000 5515. 00 251. 69 .17 .56 .00 687. 65 600 . 00 61. 000 6793. 00 252. 24 .55 . 55 .00 730. 90 600 .00 69. 000 3949.00 253 .20 .00 2. 38 . 00 86.63 800. 00 69. 000 5261 .00 253 .94 . 74 2.42 . 00 92. 78 800. 00 69. 000 5515. 00 254.06 .12 2 . 36 . 00 93. 51 800. 00 69. 000 6793. 00 2 54. 62 . 57 2. 38 .00 95.41 800. 00 70 . 000 3949. 00 254.69 . 00 1. 50 . 00 4 2 .00 100. 00 70 .000 5261. 00 255 . 69 1. 00 1. 75 . 00 42 .00 100. 00 70 .000 5515. 00 255. 86 .17 1 . 80 .00 42.00 100. 00 70 . 000 6793. 00 256. 63 . 77 2.00 . 00 42. 00 100. 00 73.700 3949.00 256.67 . 00 1. 98 .00 42.00 370.00 73.700 5261. 00 260 . 60 3.93 4.91 . 00 42.00 370.00 73.700 5515.00 261. 43 . 83 5 . 57 . 00 42.00 370. 00 73. 700 6793. 00 262.62 1 .19 6 .00 . 00 42 . 00 370. 00 20DEC99 15,48,37 PAGE 23 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TO PW ID XLCH 75 .100 3949.00 258. 60 . 00 1.93 .00 256 . 57 140. 00 75 .100 5261. 00 262. 36 3.75 1. 75 . 00 340. 00 140. 00 75 .100 5515.00 263 .14 . 78 1. 71 . 00 340. 00 1 4 0. 00 75 .100 6793.00 264.84 1. 70 2. 22 . 00 3 4 0. 00 140. 00 77. 700 3949.00 259.00 . 00 .39 . 00 627. 31 260. 00 77. 700 5261 .00 262 .50 3.50 .14 .00 708 . 44 260. 00 77.700 5515 .00 263.26 . 76 .12 .00 742. 61 260. 00 77. 70 0 6793.00 264.95 1 . 69 .11 .00 907. 00 260. 00 80 .800 3949 .00 259.32 . 00 . 32 . 00 409. 21 310. 00 80. 800 5261.00 262. 58 3 .26 . 08 . 00 802. 92 310. 00 80 . 800 5515.00 263.32 . 74 . 06 . 00 845.45 3 1 0. 00 80. 800 6793. 00 264. 99 1. 67 . 04 . 00 850. 00 3 1 0. 00 83 . 600 3949. 00 259 . 76 .00 . 44 .00 359.57 280. 00 83 . 600 5261. 00 262. 69 2.93 .11 .00 682. 87 280. 00 83 . 600 5515.00 263.40 . 71 .08 .00 742. 06 280 .00 83 .600 6793. 00 265. 05 1.65 .05 .00 760. 00 280. 00 85. 550 3949.00 260. 56 .00 . 80 .00 332. 50 195 .00 85. 550 5261. 00 262.91 2.35 .22 . 00 510. 97 195. 00 85. 550 5515.00 263. 56 . 66 .16 .00 567. 93 195.00 85. 550 6793. 00 265 .15 1.59 .10 .00 625.31 195.00 88 .150 3949.00 261. 33 .00 . 77 .00 271. 54 260. 00 88 .150 5261. 00 263 . 27 1. 94 . 37 .00 419 . 3 9 260. 00 88 .150 5515. 00 263.85 .58 . 29 . 00 458. 59 260. 00 88 .150 6793. 00 265. 34 1. 49 .19 .00 509 . 98 260. 00 91. 900 3949 .00 262. 23 . 00 .90 .00 286. 22 375.00 91. 900 5261 .00 263 . 84 1 .61 .57 . 00 330.60 375.00 91 . 900 5515 .00 264.32 .48 . 47 . 00 351.01 375 . 00 91 . 900 6793 .00 265. 70 1.38 . 35 .00 419.96 375 . 00 95. 000 3949 . 00 263 .15 . 00 . 92 . 00 306 .15 310 .00 95. 000 5261. 00 264. 50 1. 36 .66 .00 365. 26 310. 00 95 . 000 5515 . 00 264. 89 . 39 . 57 .00 383.37 310. 00 95. 000 6793 . 00 266.15 1. 25 .45 .00 436 .74 310.00 98. 550 3949.00 263 . 80 .00 . 66 .00 477.77 355.00 98 . 550 5261 . 00 265 .05 1.24 . 54 .00 576 .18 355. 00 98 . 550 5515.00 265 . 38 .34 .49 .00 603 . 43 3 5 5. 00 98 .550 6793 .00 266 .55 1.17 .40 .00 686. 68 355. 00 103. 000 3949.00 263.85 . 00 . 04 . 00 282. 03 44 5. 00 103. 000 5261. 00 265 . 05 1. 21 .01 . 00 351. 93 4 4 5. 00 103. 000 5515. 00 265. 38 . 33 .00 . 00 370.68 44 5. 00 103. 000 6793. 00 266. 52 1.14 - . 03 . 00 425. 36 445. 00 20DEC99 15,48,37 PAGE 24 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 108 .100 3830.00 264.05 . 00 .20 . 00 157. 58 5 1 0. 00 108 .100 5195. 00 265. 24 1.20 .19 .00 165. 49 5 1 0 . 00 108.100 5630.00 265.54 .30 .16 .00 167.45 510.00 108 .100 6940. 00 266. 65 1 .11 .13 .00 191. 93 510. 00 112. 000 3830 .00 264. 25 . 00 .20 . 00 34 4 .91 390 .00 112 . DOD 5195 . DD 265.52 1.27 .28 . DD 390 . 72 390 . DD 112 .ODD 5630 .DD 265.85 .32 . 31 . DD 394 . 88 390 . DD 112 . DOD 6940. DO 267 . 02 1.17 . 37 .00 410 . 81 390 . DD 112. 900 3830. DO 264. 20 . DD -.05 .00 1 69. 7 3 90 .00 112. 900 5195 . 00 265. 45 .25 -. 08 .OD 217. 06 90 . DO 112. 900 5630. 00 265 . 76 . 32 -.08 .OD 220.51 90 .00 112. 900 6940. DO 266. 92 .15 -.10 . OD 231. 20 90 . DD 113 . 900 3830 .00 263 . 66 .00 -.54 .00 42. 00 100. 00 113 . 900 5195.00 264. 59 . 93 -.86 .00 42.00 100. 00 113 . 900 5630. DO 264.78 .19 -.98 .00 42.00 100. 00 113 . 900 6940.00 265. 59 .81 -1.33 . DD 42.00 100 . DO 116.200 3830.00 264 .12 . DD .46 . OD 42.00 230. DD 116 .200 5195. 00 266 . 67 2 .55 2 .08 . 00 42.00 230. 00 116 .200 5630.00 267 . 37 . 71 2.59 . 00 42 .00 230. 00 116. 200 6940.00 267 . 90 . 53 2.32 . 00 42. 00 230. 00 116. 700 3830.00 265 . 85 .00 1. 73 .00 124. 97 50. 00 116. 700 5195.00 268. 66 2.81 2 .00 . DD 175. 02 SO.DO 116. 700 5630.00 269 . 48 .82 2.11 . DO 189. 54 50.00 116. 700 6940.00 271. DD 1. 52 3 .10 . DD 461.39 50. DO 119. 200 3711. DD 266. 59 .OD . 74 . DD 415. 42 250. DO 119.200 5132.00 269 .19 . 60 .53 . 00 467. 71 250. 00 119. 200 5763. DD 269. 97 . 78 .49 . 00 4 7 8. 64 250. 00 119.200 7075.DD 271. 47 l. 50 . 47 . 00 499 . 63 250. 00 124. DOD 3711.DD 268. 26 .00 l. 67 .00 14 9 .10 565. 00 124.000 5132 . DD 269. 64 1. 38 .45 .00 187. 09 565. 00 124. 000 5763.00 270.32 . 68 . 35 .00 204.38 565. 00 124.DDD 7075.DD 271. 71 l. 39 . 24 .00 236. 28 565. 00 126 . DOD 3711.00 270 . 67 .00 2 .41 .00 401. 55 300.00 126. 000 5132.00 271 . 75 l. 08 2 .11 .OD 481.70 300 .00 126.000 5763.00 272 .20 . 45 1.88 .00 500. 67 300 .00 126.000 7075.00 273 .16 . 96 1.45 .00 504. 05 300. 00 130 . 900 3711.00 271. 53 . 00 . 87 .00 365.88 750. 00 130. 900 5132. 00 272. 60 l. 06 .85 . 00 516.49 750. 00 130. 900 5763.00 273.02 . 42 .82 .00 528 . 06 750. 00 130. 900 7075.00 273.89 . 87 . 73 .00 551. 99 750. 00 20DEC99 15,48,37 PAGE 25 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TO PW ID XLC H 135 . 600 3711.DD 272. 44 .00 .90 . 00 615.24 83 5. 00 135 . 600 5132. 00 273.42 .98 . 82 . DD 629. 22 83 5. 00 135. 600 5763.00 273.80 . 38 .78 . DD 634.68 835. 00 135 . 600 7075.00 274.58 .78 .69 . DD 644.33 83 5. 00 145.600 2837.00 273 . 71 .00 1.27 .DD 261. 21 550. OD 145. 600 3954.00 274 .49 .78 1.07 . DD 370. 97 550. DO 145.600 4444.00 274 . 77 .28 . 97 . DD 4 10. 79 550. DD 145. 600 5541.00 275 . 36 .59 . 78 .DD 472. 23 550 . DO 156.400 2837.00 277 .40 .OD 3 .69 .OD 228. 52 1080 . 00 156 . 400 3954.00 278.20 .81 3. 71 .00 252.99 1080 . 00 156.400 4444.DD 278.50 .29 3. 72 .00 269.66 1080 . DD 156. 400 5541.00 279.04 .55 3. 68 .OD 300. 65 1080. DD 160. 200 2980.00 277 . 99 .OD .59 .00 389 . 37 380 . DO 160. 200 4109.DD 278.88 .90 .68 . DD 433. 87 380. 00 160. 200 4564 .00 279. 21 .33 . 71 . DD 450. 35 3 80 .00 160. 200 5519.DD 279 .84 .63 .80 . DD 481 . 98 380. 00 163 .000 2980.00 278.55 .OD . 56 . DD 386. 94 280. 00 163 .000 4109.00 279.43 .88 . 54 . DD 421. 83 280. 00 163 . ODO 4564.00 279. 74 .32 . 53 . DD 435 .05 280. 00 163 . 000 5519.00 280.36 .62 . 51 . OD 464 . 92 280. 00 166.100 2980.00 279 .17 . DO . 62 . 00 308 . 64 280 . 00 166.100 4109.00 279 . 98 .81 .55 . 00 407.48 280 . DD 166 .100 4564.00 280. 27 .29 . 53 .00 414.75 280 .00 166.100 5519.00 280 . 85 .58 .49 . 00 424.89 280 . 00 171.800 2591. 00 281 . 21 . 00 2 .05 . 00 164. 52 570. 00 171 .800 3571 .00 281 . 94 . 72 1. 96 .DO 1 79.65 570 . 00 171. 800 3969 .00 282.16 .22 1. 89 . 00 200. 63 570 . 00 171. 800 4800.00 282.59 . 43 1. 74 .00 256.78 570 .OD 173 . 300 2591. 00 281. 60 . 00 .38 .00 125.56 14 0 .00 173 . 300 3571. OD 282.38 . 78 . 4 4 .00 1 83.65 1 4 0.00 173 . 300 3969 .00 282. 64 . 27 .49 .DD 216. 28 14 0 .00 173 . 300 4800.00 283 .16 .51 . 57 .00 279.18 140 . 00 175 . 300 2591.00 282. 54 . 00 .94 .00 156. 29 2 1 0 . DO 175.300 3571. 00 283 . 61 l. 07 l. 23 .00 193.06 2 1 0.00 175.300 3969.00 283 . 97 .36 l. 33 .00 205. 21 210 .00 175.300 4800. 00 284 . 63 .66 1. 48 . 00 351 .81 210. 00 176.500 2575. 00 283.31 .DD . 77 . 00 212 .80 145. 00 176.500 3520.00 284 .39 l. 08 . 77 .00 290 .28 14 5. 00 176.500 3900.00 284. 76 .37 . 79 . DO 318. 44 1 4 5. 00 176.500 4740.00 285.39 .63 . 76 .00 366. 25 14 5. 00 20DEC99 15:48:37 PAGE 26 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TO PW ID XLCH 179 . 400 2575. 00 284. 07 . 00 . 76 .00 106. 84 265. 00 179. 400 3520.00 285.08 1.01 . 69 .00 297. 33 265.00 179 . 400 3900 . 00 285 . 42 .34 . 67 . 00 362. 25 265. 00 179. 400 4740.00 286.04 . 62 . 65 .00 474.89 265. 00 180 .400 2575. 00 284.25 . 00 .18 .00 31. 30 100. 00 180 .400 3520 .00 285 .16 .91 .08 .00 31. 30 100.00 180. 400 3900 . 00 285. 43 .27 . 01 . 00 31.30 100 . 00 180 .400 4740 .00 285. 84 . 41 - . 20 . 00 31. 30 100. 00 181. 120 2575. 00 285 .27 .00 .02 .00 31 .30 112 . 00 181.120 3520 .00 286. 06 . 79 .90 .00 152 . 56 112 . 00 181.120 3900. 00 285. 97 -.08 . 54 .00 31 . 30 112 .00 181.120 4740.00 285.84 -.13 .00 .00 31 .30 112 .00 182 . 400 2575.00 285.76 . 00 . 50 .00 82. 20 100. 00 182. 400 3520.00 286 . 95 1.19 . 89 . 00 152. 72 100.00 182. 400 3900 . 00 287 .11 .16 1 .13 .00 163 . 62 100. 00 182. 400 4740.00 287.69 . 58 1. 85 . 00 203. 22 1 00 . 00 185. 500 2575.00 287 .13 . 00 1. 37 . 00 96. 59 300. 00 185.500 3520.00 288. 31 1.1 8 1. 36 . 00 130. 28 300 . 00 185.500 3900. 00 288. 59 .29 1.49 .00 135 .38 300. 00 J.85.500 4740.00 289. 26 . 67 1. 57 . 00 14 7. 03 300. 00 188. 000 2575 .00 288. 47 . 00 1. 34 . 00 205 . 49 250. 00 188. 000 3520.00 289. 67 1 . 20 1. 36 . 00 396.83 250. 00 188. 000 3900 . 00 290. 02 .35 1.42 .00 450. 44 2 50 . 00 188. 000 4740.00 290. 75 . 74 1. 50 .00 469 . 24 250. 00 190. 800 2560 .00 289. 24 . 00 . 76 .00 204 .12 280. 00 190.800 3464 .00 290. 34 1.11 .68 . 00 220 . 21 280. 00 190. 800 3855 .00 290. 67 .33 .65 .00 227.18 280. 00 190.800 4675. 00 291 . 30 . 63 .54 .00 240 . 71 280. 00 193 . 500 2560.00 289. 68 . 00 .44 .00 131. 01 270. 00 193. 500 3464 .00 290. 74 1. 06 .40 .00 147. 04 270 . 00 193. 500 3855 .00 291. 07 .33 .40 .00 152. 43 270. 00 193. 500 4675.00 291. 71 . 64 .41 . 00 162 . 82 270. 00 195.500 2560 .00 290.61 . 00 .93 .00 156 . 70 200. 00 195. 500 3464. 00 291. 70 1.09 . 96 . 00 221. 90 200. 00 195.500 3855.00 292. 07 . 37 1.00 .00 241. 08 200. 00 195. 500 4675.00 292 . 79 . 72 1.08 .00 251 . 85 200. 00 197 . 500 1050. 00 290.87 .00 .26 .00 149 . 05 200. 00 197 . 500 1391. 00 292. 01 1 .1 3 .31 . 00 180 . 51 200. 00 197 . 500 1536. 00 292.40 .39 .33 . 00 202 .19 200. 00 197 . 500 1830. 00 293.15 .75 .36 . 00 243.35 200. 00 20DEC99 15 :48 :37 PAGE 2 7 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TO PW ID XLCH 199. 500 1050 .00 290. 92 .00 . 04 .00 153. 44 200. 00 199.500 1391 .00 292 . 05 1.13 . 04 . 00 17 5 .16 200 . 00 199 . 500 1536 .00 292.45 . 39 . 04 . 00 183 . 98 200. 00 199. 500 1830 .00 293. 20 .75 . 04 . 00 200. 72 200 . 00 203. 500 1050 . 00 291 . 85 .00 . 93 .00 90.52 400 . 00 203. 500 1391. 00 292. 80 .95 .75 . 00 105. 81 40 0. 00 203. 500 1536. 00 293.15 . 35 . 71 . 00 111. 41 400. 00 203 . 500 1830 . 00 293.82 . 67 . 63 .00 122 .17 400. 00 205. 500 1050. 00 292 .98 .00 1.12 . 00 93.35 225 . 00 205. 500 1391. 00 293.77 . 80 . 97 . 00 106.30 225. 00 205. 500 1536. 00 294. 08 . 31 . 93 . 00 112. 21 225 . 00 205.500 1830. 00 294.68 .60 . 85 . 00 128.59 225. 00 207.300 1050. 00 293 .75 .00 .78 .00 50 . 02 180 . 00 207.300 1391. 00 294.43 . 68 . 66 .00 54.56 180 . 00 207.300 1536. 00 294 .69 .26 .61 . 00 56 .27 180 . 00 207.300 1830.00 295.16 . 47 .49 .00 59. 42 180. 00 209. 800 1050 . 00 295 .96 .00 2.21 . 00 54 .49 250. 00 209 . 800 1391.00 296.93 . 97 2 .50 . 00 60 .96 250. 00 209 . 800 1536 .00 297. 31 . 38 2. 62 . 00 63. 41 250 . 00 209. 800 1830.00 298 . 02 . 71 2.86 .00 68 .14 250 . 00 211 . 800 1050. 00 297.63 . 00 1. 67 .00 64.88 200. 00 211 . 800 1391 . 00 298 .48 . 85 1. 55 . 00 75.96 200 . 00 211. 800 1536. 00 298.84 .37 1. 54 . 00 80.57 200. 00 211.800 1830 .00 299.46 . 62 1. 45 . 00 88.30 200. 00 212 . 400 1050 . 00 298.75 .00 .12 . 00 59. 46 60 .00 2 12 . 400 1391. 00 299 . 33 .58 . 86 .00 72 .04 60 . 00 212 . 400 1536. 00 299. 53 .19 . 68 .00 76.17 60. 00 212 . 400 1830.00 299. 92 . 39 . 45 .00 84 .51 60 . 00 212 .800 1050. 00 301 .40 .00 .65 .00 137.60 40 . 00 212.800 1391 .00 301. 72 .33 2. 39 .00 138. 93 40. 00 212.800 1536. 00 301. 82 . 09 2. 29 .00 139. 28 40.00 212. 800 1830.00 301. 91 .10 2.00 .00 139. 67 40 .00 WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= CAUTION SECNO= CAUTION SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= WARNING SECNO= CAUTION SECNO= CAUTION SECNO= WARNING SECNO= WARNING SECNO= WARNl'.NG SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= 1 20DEC99 WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= 116. 700 PROFILE= 119. 200 PROFILE= 119. 200 PROFILE= 119. 200 PROFILE= 124. 000 124.000 124 . 000 124.000 124. 000 PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 126. 000 126.000 126.000 126.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 145.600 145.600 145. 600 145.600 145.600 145.600 145.600 156. 400 156. 400 156. 400 156. 400 lBO. 400 lB0.400 lBO. 400 lBl .120 lBl .120 lBl .120 lBl .120 1B2. 400 1B2.400 1B2. 400 15,4B,37 PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= 1B2. 400 PROFILE= lBB.000 PROFILE= lBB.000 PROFILE= lBB. 000 PROFILE= lBB. 000 PROFILE= 193. 500 PROFILE= 193. 500 PROFILE= 193. 500 PROFILE= 193. 500 PROFILE= 195. 500 PROFILE= 195.500 PROFILE= 195. 500 PROFILE= 195.500 PROFILE= 199.500 PROFILE= CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CRITICAL DEPTH ASSUMED MIN I MUM SPECIFIC ENERGY CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WSEL ASSUMED BASED ON MIN DIFF 20 TRIALS ATTEMPTED TO BALANCE WSEL CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 203.500 203.500 203.500 203.500 PROFILE= 1 PROFILE= 2 PROFILE= 3 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 207 . 300 PROFILE= 212 . 400 PROFILE= 212.400 PROFILE= 212. 400 PROFILE= 212.BOO PROFILE= 212.BOO PROFILE= 212. BOO PROFILE= 212. BOO PROFILE= 213.000 PROFILE= 217.600 PROFILE= 217. 600 PROFILE= 217. 600 PROFILE= 217. 600 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 31 Kimley-Horn and Assoc iates , Inc . T he Seitz Group (W olf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc Th e Seitz Gr oup Proposed Project Model -Floodplain Jan u ary, 2000 1·. fl ••••••••••••••• *"' •••••••••••••• *** ....... . HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 RUN DATE 20DEC99 TIME 15,47,06 ............................................. x x xxxxxxx x x x x x x xxxxxxx xxxx x x x x x x x x xxxxxxx 20DEC99 15,47,06 HEC-2 WATER SURFACE PROFILES Ve r sion 4. 6. 2; May 1991 11 -14-95 using e rv meyer's file "WOLFAMPR" as a base model and new topo from clarke & windham , secn s 124.00, 126.00, xxxxx x x x x x x x xxxxx 130.90 , 135 .60, & 145.60 were revised and model rerun to determine l imits at these sections . xxxxx 9-16-98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge lake. Stations 189. 00 -223. 20 Modified to match FIS. Appear s t o be +/-4 50 f t. added into the NDM stationing At about Station 186. 00 Revised 9 /1 /99 by KHA to remove fill in left bank at 160 .20 and 163 .00 (MPJ KH This revision was referenced in wolf2r 10 /22 /98 but not implemented Tl T2 T3 Jl Revised 01 /12 /99 to correct channel reach length at 124. 00-145. 60 Revised 09 /01 /99 for updated topo at sections 171.8-180.40 (KHA) Added sections 166.l, 177.3 & 176.5 per updated topo 09/01 /99 (KHA) Revised 09 /01 /99 to proposed right bank conditions 166. l -179. 4 OCHA) HYDRAULIC ANALYSIS OF WO LF PEN CREEK AND TRIBUTARIES new topo PROPOSED CO NDITIONS -DEVELOPMENT ALONG RIGHT BANK WOLF PEN CREEK PARK POST PROJECT MULTI PROFILE, FILE' WLF _PP Revised 10/22 /98 to remove fill in left bank at 160. 20 and 163 I CHECK INQ NINV !DIR STRT METRIC HVINS 0 . 001977 J2 NPROF I PLOT PRFVS XSECV XSECH FN AL LDC -1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 11-7 -95 . 00 Q IBW JS LPRNT NUMSEC ** ******REQUESTED SECTION NUMBERS*****'**"' -1 0 -10 J6 IHLEQ I CO PY SUBDIV STRTDS RMI LE 20DEC99 15,47,05 QT 39 41 5287 5645 6882 NC 0 .09 . 075 0.06 0.1 0 . 3 BEGIN WOL F PEN CREEK 2630 FT . U/S OF CARTERS CRE EK CONFLUENCE Xl 26.30 17 1153 1185 0 0 GR 250.0 1 000 248.0 1030 246 .o 1070 244 . 0 GR 240 .0 1153 236 .0 1156 235 . 0 1158 235 . 0 GR 238. 1180 2 4 0 .0 1185 2 42 . 0 1190 244.0 GR 248.0 1840 250 .0 1875 Xl 37.30 16 1535 1570 580 540 1100 xxxxx x x x xxxxx x x xxxxxxx U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616 -4 687 I 9161 756-1104 PAGE THIS RUN EXECUTED 20DEC99 15,47,05 WSEL FQ CHNIM I TRACE PAGE 1100 242 .0 1145 1168 236 .0 1173 1350 246.0 1780 1 GR GR GR GR Xl GR GR GR GR Xl GR GR GR GR NC Xl GR GR GR QT Xl GR GR GR NC Xl GR GR GR GR 2SO. 0 240.0 242.0 260. 0 45.60 250 .0 242.0 240.0 256 .0 49.20 2S0.0 242.0 240.0 2SO. 0 . 07S SS. 00 2S4.0 246.0 246.0 4 61. 00 254 .0 240.0 256 .0 . 06S 69 .00 270.0 2S8 .0 24S .0 260 .0 1000 15 4 5 167S 1900 16 6SO 1297 1335 155S 17 600 1305 1323 1 4 10 . 075 14 1000 1527 1565 3949 11 1000 1650 1860 . 06S 19 1000 1790 200S 2430 STATE HIGHWAY 6 248.0 238.0 244.0 1302 2S0.0 240. 0 246.0 1305 2S0.0 240.0 242.0 2S4.0 .060 1527 252.0 2 44 .0 248.0 5261 1630 252.0 246.0 .060 1960 266.0 2S6.0 2S0.0 260 .0 1165 1550 1700 1335 1018 1302 1380 133S 1015 1310 133S 1 44 0 1565 1050 1535 179S 5515 1670 1060 1670 . 3 2020 1100 1940 2020 2560 246.0 237. 0 246. 700 248. 0 238.0 250 .0 lSO 246. 0 238. 0 24 4 .0 460 250. 0 2 4 0. 0 250. 6793 300 250. 0 248.0 . 5 550 26 4 .0 250. 0 25 4 .0 260.0 WEST LANE, U/S IS MOST RESTRICTIVE 14-10' X 8'} W'X H' 20DEC99 ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE Xl 70. 00 12 1700 1742 100 GR 270. 0 1 000 268. 0 1 095 266. 0 GR 246.11 1700 246 .11 1742 263.8S GR 268.0 2780 270.0 2870 NC SB Xl X2 BT BT BT BT NC Xl GR GR GR GR NC 1. 25 73.70 10 14SO 264.0 0 .070 1.5 1000 264.0 0 . 070 .OlS 2.9 270 .0 0 2695 .060 255. 32 0 1700 266. 0 42 370 263.85 1095 263.8S SECTION CUT OFF AT HOLLEMAN R .O .W. AND LOWE'S ENTRANCE 7S .10 18 1600 1630 100 270. 0 1000 270. 0 1020 270. 0 260.0 1470 258.0 1S25 2S2.0 2 4 5 .93 1620 2 4 8.0 1625 250.0 25 4 .0 17 6 S 2 7 0.0 1 765 270.0 .1 . 3 SECTION CUTOFF AT HOLL El1AN R.O.W. AND LOWE 'S BUILDING Xl 77. 70 22 1S29 1 S70 1 90 GR 270. 00 1 00 0 263. 3 1 1 000 264. 03 GR 2S8.00 1299 256.00 1349 25 4 .70 GR 246.30 1S34 243.2S 1549 2 4 6.61 GR 257.35 1649 2S7.25 1722 256 .45 GR 263.34 1907 270 .0 1907 NC . 070 .0 70 . 06S SECTION CUTOFF AT HOLLEMAN R. 0. W. AND LOl•E ' S BUILDING Xl 80. 80 15 1315 13S5 320 GR 270.00 1000 263.4 1000 262.0 GR 2S4 .0 13 1 S 248.0 1325 2 4 6.39 GR 256.0 1 S 8 0 260 .0 1660 262.0 Xl GR GR GR SECTION 83 .60 270 .00 254.0 262.0 CUTOFF 13 1 000 1360 1700 AT HOLLE11AN R .O .W. 1360 1395 263. 4 1000 246.37 1370 264.0 1760 SECTION CUTOFF AT HOLLEMAN R.O W. Xl 85.55 1 3 14 1 0 14SS GR 270.00 GR 252.0 GR 260.0 20DEC99 1 000 1420 14 80 15,47,05 263. 6 246 .64 262.0 1000 1 430 1515 270 260 . 0 25 4 .0 270.0 200 258 .0 252.0 270 .0 124S 1S53 1720 soo 1030 1312 1430 300 104S 1312 1350 300 1085 1544 1835 420 1240 1740 520 1300 1960 2040 266S 100 1190 1742 370 268.0 0 2780 150 1040 1590 1 630 2260 310 1149 1449 1S64 1749 230 1080 1330 18SO 160 1180 1395 1760 270 1290 1435 1795 244.0 238.0 248.0 830 246. 0 237.5 252.0 360 246.0 237. 7 246. 0 580 248.0 239.0 252 .0 600 248.0 250.0 BOO 262. 0 248.0 260.0 266 .0 100 264.0 264.0 320 370 1742 268. 140 270. 0 250.0 252 .0 260 2S8.23 2S4 .50 2S4 .0l 256.SS 310 260 .0 246. 39 270. 0 280 258.0 256.0 19S 256. 0 254.0 1325 1562 1740 1 060 1322 1460 1260 1316 1370 1200 1 549 1870 1280 1750 1 560 1968 2040 2850 1450 2600 1190 263 . 8S 0 0 1425 1600 1635 1249 1503 1570 1849 1210 1340 1850 1270 1400 1315 1440 242.0 240.0 250. 244.0 238. 254.0 244.0 238.0 2 4 8. 248.0 240.0 246. 0 254.0 260. 0 246. 260. 263.85 266. 0 247.32 1. 21 266. 0 0 2870 261.0 24S.93 254.0 2S7. 63 2S2. so 2S7. 71 262. 46 2S8 . 0 254 .0 270 . 0 2S6. 260. 0 254.0 2S8. 0 1S3S 1570 1780 128S 1330 1500 1300 1320 1400 1425 1555 1630 1810 1675 1990 2050 PAGE 1700 269S 246 .11 2600 270 .0 1425 1603 1640 1287 1529 1623 1883 1290 135S 2160 1285 1560 1410 14S5 PAGE SECTION CUTOFF AT HOLLEMAN R.0.W. Xl GR GR GR 88.15 12 1400 1445 270. 00 1000 263. 6 1140 254.0 1430 246.61 1440 260.0 1545 270.0 1670 SECTION CUTOFF AT SEARS SERVICE CENTER Xl GR GR GR 91. 90 14 1660 1705 270. 00 258.0 256.0 1 4 70 1 625 1705 266.0 256 .0 258.0 1470 1660 1780 SECTION CUTOFF AT SEARS SERVICE CENTER 1211 1057 1207 1457 Xl GR GR GR GR 95. 00 16 266. 01 1000 253.06 1190 259.84 1389 280. 36 1780 Xl 98.SS GR 269.35 GR 258.0 GR 262. 0 NH 4. Xl 103. 00 GR 269.35 GR 256.0 GR 255. QT 13 1140 1 595 1770 . 075 14 1140 1490 1567. s 3830 AMPHITHEATER DAM NH 4 Xl 108.10 GR 274.0 GR 254.0 GR 266 .0 NC . 065 . 045 14 1140 1310 1408 . 065 1181 264.56 251. 96 268.82 1670 266.0 256.0 268.0 1450 1512.S 266.0 255.0 256.0 5195 1296 1310 267.0 254.0 268.0 LAKE MODIFIED TO REFLECT SILT 1 NH Xl GR GR GR GR NC 4 . 075 1130 112. 00 1 6 1486 272.0 1 000 270.0 256.00 1 374 255.00 255.0 1 634 256. 271.0 1755 LAKE MODIFIED TO REFLECT SILT NH 4 . 045 1464 Xl GR GR GR 20DEC99 100' D/S OF BOX CULVERT AT 112. 90 15 1473 272.0 1 000 267.0 254.0 1540 254.0 265.0 1650 266.0 1695 1240 1620 1955 .045 1567. 5 1240 1512. 5 1582 5630 . 025 1374 1233 1342 1465 . 0 4 5 1634 1130 1486 1645 . 3 . 025 DARTMOUTH & 1565 1432 1565 1658 280 262. 0 254.0 450 264 .0 25 4.0 260.0 170 263.16 256. 94 270. 32 360 264.0 254.0 270. 0 1512.5 150 264.0 254.0 258. 6940 1374 500 257. 0 254.0 269. 0 1374 360 267. 0 254.00 263. . 5 1565 230 1270 1445 200 1540 1670 1815 350 1107 1211 1507 170 1340 1670 1990 . 025 600 1340 1512. 5 1588 . 045 220 1278 1374 1510 . 025 320 1318 1486 1672 . 045 HOLLEMAN INTERSECTION 100 250 256.0 1464 255. 0 1565 269. 7 1680 DIS FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION Xl GR GR 113.90 12 1418 1 4 60 100 100 271. 21 254.19 GR 271.49 NC SB Xl X2 .25 116. 20 BT 10 BT 1340 BT 270.11 BT 0 NC . 075 Xl 116.70 GR 272.06 GR 269.68 GR 271 .0 QT NC Xl 119. 20 GR 271.48 GR 260.0 1 0 00 1418 1700 1 . 50 1 000 269. 32 0 . 075 15 1000 1 445 1650 3711 1000 1337 270.4 254.19 272 .12 .015 . 9 271. 21 0 1600 . 055 1 4 95 271.4 8 264.0 271. 24 5132 1300 264.0 26 4 .0 114 0 1460 1800 265. 34 14 1 8 271. 00 1587 1100 1495 1750 5763 .1 1337 1030 1380 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 Xl GR GR GR GR 124. 00 272 266 260 262 22 1000 1018 1080 1103 1070 270 268 258 264 1111 1003 1070 1083 1106 269.86 269. 04 42 230 269. 04 1140 269.04 0 50 270. 94 255. 34 271. 87 7075 . 3 250 262.0 268.0 580 268 266 256.42 266 1240 1460 2 230 270. 40 1700 50 1200 1520 1850 250 1 290 1465 JOO 1007 1073 1087 1111 260 260 .0 256. 0 375 262.0 247.49 270. 0 310 262.36 257.94 277.65 355 262. 0 252.58 1567. s 445 262 .0 254.00 270. 0 1408 510 255. 255.0 270. 0 1634 390 265. 0 254 .0 264.0 1760 90 255.0 256.0 269. 7 100 269.32 270 .11 400 230 1460 271. 49 so 270.4 255.34 272. 5 250 260.0 272. 5 565 266 264 258 268 1330 1510 1565 1675 196 ~ 1157 1257 1607 1420 1675 . 045 1450 1540 1675 . 075 1296 1374 1584 . 045 1330 1560 1685 . 075 1473 1578 1760 1340 1500 1240 269. 04 1300 1562 1950 1300 1510 1010 1075 1091 1149 256.0 258. 260. 254.0 262.36 259. 44 282.35 260. 0 260. 0 1675 259.0 254.0 1584 255. 0 255.15 1755 265. 0 254.0 265. 0 1820 254. 0 265.0 272. 0 269.04 271. 00 255.34 1.15 269.86 0 1800 269.86 264.0 272. 82 256.12 264 262 260 270 1400 1530 1600 1680 1181 1357 1699 1500 1695 1480 1567. 5 1310 1385 1345 1634 1714 PAGE 1473 1613 1820 1418 1600 254 .19 1500 272 .12 1385 1587 2050 1310 1014 1077 1097 1200 GR 272 1243 272 1314 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 Xl GR GR GR GR GR 1 NC 126. 00 276 266 260 268 270 20DEC99 .070 SECTION UPDATED Xl 130.90 GR 276 GR 266 GR 266 GR 272 GR 278 22 1000 1133 1225 1257 1380 . 070 1161 274 266 258 268 272 .050 USING LATEST TOPO-NOV 21 1010 1000 274 1049 264 1099 268 1485 272 1823 1244 1005 1161 1226 1273 1512 6, 1995 1099 1010 1056 1149 1520 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob 240 272 264 256 266 500 272 258 268 274 180 1012 1177 1232 1285 370 1020 1065 1162 1565 300 270 264 258 268 750 270 258 270 274 LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94, UPDATED 11-6 -95 Xl GR GR GR GR GR 135.60 24 1860 278 268 266 270 280 1920 340 300 835 277. 5 1000 1184 276 1294 272 270 1540 1550 268 1763 270 268 1875 1880 263 .14 1895 264 268 1910 1920 272 1930 274 278 1975 2035 282 2200 284 QT 2837 3954 4444 5541 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTI ON REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11-6-95 Xl GR GR GR GR 145. 60 16 1610 1636 410 450 280 265. 95 272 280 1090 1624 1725 1894 278 265. 95 274 SECTION CUTOFF AT XMAS STORE Xl 156.40 13 1135 GR 283.24 1120 283.24 GR GR QT Xl GR GR GR 270.0 276 .0 1150 1330 2980 267.52 278.0 4109 SECTION REVISION IMPLEMENTED 9/1/99 LACOUR 160. 20 282.0 274.0 274.0 SUBDIVISION 15 1000 1290 1400 NO FILL IN 1360 280.0 272 .0 276 .0 1127 1624 1756 1190 1120 1155 1370 4564 LEFT BANK 1400 1065 1360 1420 LACOUR SUBDIVISION NO FILL IN LEFT BANK Xl GR GR 163. 00 14 1460 1492 284.0 1230 280.0 1230 270 .0 1475 268.98 1480 275 266 276 520 283.24 270. 0 280 .0 5519 250 278.0 270.0 278 .o 350 280. 0 270. 0 1328 1627 1785 600 1120 1175 1480 220 1080 1365 1470 240 1245 1485 GR 276.0 1600 278.0 1665 280 .0 1690 Section 166.10 Added 09/01/99 BY KHA per updated topo Right Channel revised to proposed conditions 09/03/99 BY KHA Mannings n valu es modified in right bank 09/03/99 BY KHA 20DEC99 NC .070 Xl 166 .10 GR 288 GR 278 GR 272 GR 282 QT . 065 18 508 1310 1471 1523 2591 .05 1432 286 276 274 284 3571 1472 799 1429 1472 1568 3969 200 284 274 276 293 4800 Section 171.80 Revised 09/01/99 BY KHA per updated t opo Right Channel revised to proposed conditions 09/03/99 BY KHA SECTION CUTOFF AT CAR WASH 200 1043 1432 1474 1569 Xl 171. 80 17 1383 1413 200 280 GR 286.0 1005 284 1090 282 1260 GR 276 1383 274 1389 272 1395 GR 274 1407 276 1413 278 1422 GR 283 1479 290 1480 Section 173.30 Added 09 /01/99 BY KHA per updated topo Right Channel revised to proposed conditions 09/03/99 BY KHA Xl 173.30 GR 290 GR 284 GR 274 GR 276 GR 288.5 22 548 1210 1359 1386 1461 1355 288 282 272 278 290 1386 693 1297 1364 1393 1490 120 288 280 271. 5 280 250 905 1324 1370 1404 550 273 268 278 1080 274.0 272.0 380 276. 0 266.79 280. 0 280 278 .0 272 .0 284.0 280 282 272 278 570 280 271.4 280 140 286 278 272 282 0 1028 1190 1237 1320 1029 1082 1265 1593 1321 1848 1900 1945 2290 1580 1630 1814 1135 1190 1130 1375 1555 1300 1492 1745 1078 1440 1476 1292 1400 1431 960 1344 1375 1434 268 262 268 270 268 264 272 276 270 270 266 276 272 270 280 272.0 274 .0 276.0 270.0 282 .0 276. 0 274 .0 280 271.0 280 278 272 282 286 276 274 282.5 1059 1221 1244 1341 PAGE 1033 1090 1425 1748 1515 1860 1905 1955 1610 1636 1844 1145 1260 1240 1385 1610 1460 1515 PAGE 1098 1456 1508 1344 1405 1441 1066 1355 1381 1460 Section 175.30 Revised 09 /01/99 BY KHA per updated topo Right Channel revised to proposed conditions 09 /03/99 BY KHA Xl 175.30 GR 290 GR 260 GR 271. 7 GR 260 QT 20 559 1267 1330 1346 2575 1307 266 276 272 .o 262.0 3520 1343 639 1307 1334 1351 3900 210 266 276 274 264 4740 Section 176.50 Added 09 /01 /99 BY KHA per updated tape Right Channel revised to proposed condition s 09/03/99 BY KHA Xl 176.50 19 1175 1234 90 GR 290 470 266 622 266 GR 260 1175 276 1165 276 GR 274 12 1 2 276 1216 276 GR 263 1263 264 1296 265 Section 179. 40 Revised 09 /01/99 BY KHA per updated tape 170 1109 1317 1337 1395 150 1033 1195 1225 1309 Mannings n values in right bank specified to orig i nal value 09 /03/99 NC . 070 .050 . 3 100' D I S . 070 OF BOX 19 CULVERT ON TEXAS AVENUE Xl GR GR GR GR 179 . 40 290 262 273.5 262 1086 1162 706 1086 1130 1162 266.9 766 260.0 1095 274 1135 264.0 1172 l 20DEC99 15,47 ,06 DI S FACE BOX CULVERTS ON Xl GR GR GR 160. 40 290.0 266.5 290.5 11 1235 BOO 289.4 1266.3 286.0 NC SB Xl X2 BT 1.25 161.12 BT 1266.3 BT 266.8 1640 1.5 800 266. 75 0 .015 2.9 290.0 0 1625 NC .065 .065 .055 NDM STATION 166. 00 100' U I S BOX CULVERTS Xl 162.40 11 1165 GR 290.0 800 289.4 GR 273 .B 1215 284.0 GR 290.0 1620 NDM STATION 189. 00 Xl GR GR 165. 50 295. 0 276. 3 12 1000 1403 GR 298.0 1840 NDM STATION 191.50 Xl 188 .00 GR 290 . 0 GR 268.0 QT NDM STATION Xl 190 .BO GR 295.0 GR 284 .0 GR 296.0 1060 1500 2560 194.30 13 1175 1280 1530 NC . 075 NDM STATION 197.00 Xl GR GR 193.50 12 295. 0 1210 266 .0 1297 GR 298.0 1570 NDM STATION 199.00 Xl GR GR GR NC QT 20DEC99 195.50 295.0 266.0 298.0 . 085 NDM STATION Xl 197.50 GR 300.0 GR 284 .0 12 1260 1340 1620 .085 1050 201. 00 13 1160 1290 1370 295.0 286 .0 300.0 1425 288.0 290.0 3464 1235 288.0 266.0 296.0 1252 289 .0 288.0 300.0 1292 266 .0 268 .0 300.0 .050 1391 1290 293.5 280.5 TEXAS AVENUE 1266. 3 1000 1410 263.01 1410 287 .2 .1 1270 1000 1250 1435 1310 1435 1680 1490 1370 151 0 3655 1260 1185 1355 1565 1297 1210 1320 1610 1380 1260 1355 1690 1536 1350 1170 1320 . 5 220 288.0 278 276 266 160 286 .6 266. 0 31 .3 112 266. 6 1000 266. 6 . 3 100 286. 6 286.0 260 266.0 290. 0 150 286 .o 300.0 4675 230 286. 0 290. 0 300. 0 275 288.0 290. 0 200 280. 0 290 . 0 1830 380 292.0 282. 0 260 856 1109 1139 1497 60 123 5 1500 l. 3 112 286.6 0 1640 100 1150 1270 390 1310 1470 270 1425 1765 200 1235 1395 1610 320 1240 1345 150 1311 1380 130 1230 1330 210 284 274 276 289.6 145 284 274 280 286 265 286. 0 276 278 288 100 273.01 286 .4 300 112 1500 290.5 100 286 .0 288.0 300 286. 0 292 .0 250 276. 75 280 277. 5 292.0 270 286.0 294 .0 200 279.0 292. 0 200 290. 0 284.0 1189 1321 1340 1396 1113 1201 1234 1322 1026 1118 1144 1501 1235 1590 1235 286.6 0 1185 1300 1370 1545 1462 1258 1435 1252 1410 1315 1500 1255 1350 28 2 272 278 290 282 273 .2 282 284.0 274 280 273.01 287.2 273.01 286.75 0 273.8 288.0 276.3 294.0 286.0 277. 5 294.0 278. 296.0 280.0 296.0 286.0 290 .0 1213 1325 1343 1430 1143 1206 1264 1079 1124 1156 PAGE 1266. 3 162 5 273. 01 1590 1207 1555 1400 1660 1490 1262 1490 1275 1490 PAGE 1322 1560 1275 1380 GR 296.0 1470 NDM STATION 203. 00 Xl 199.50 10 GR 300.0 1140 GR 286.0 1290 NDM STATION 207.00 Xl 203 . 50 1 2 GR 300.0 1000 GR 288.0 1355 GR 298.0 1792 NDM STATION 209.00 Xl 205. 50 14 GR 300.0 1000 GR 288.0 1198 GR 296.0 1275 NDM STATION 210. 80 Xl 207 .30 GR 304.0 GR 287.5 NC 10 1000 1195 NDM STATION 213. 30 Xl 209. 80 1 0 GR 306.0 1000 GR 290.0 1250 NDM STATION 215.30 Xl 211.80 GR 310 .0 GR 294. 0 GR 300 .7 1 2 1000 1295 1380 NDM STATION 215.90 20DEC99 Xl 212.40 GR 308.l GR 290 .96 GR 290.96 GR 300.6 NC 1 8 820 1101 . 9 1111 117 5 SB 1.25 1.5 NDM STATION 216.30 Xl 212.80 X2 BT 18 BT 1070 BT 300.6 BT BT 1114.l BT 300 .6 820 302. 0 1111 300.6 0 NC .050 .050 NON STATION 216.50 Xl 213.00 1 3 GR 308.l 1000 GR 300.0 1300 GR 300.0 1380 NDM STATION 219 .20 Xl 2 15.7 0 GR 307.0 GR 294 .0 GR 306.0 NC 13 1000 1240 1380 NON STATION 221.10 Xl 217.60 14 GR 305.9 1000 GR 296.2 1175 GR 304.0 1230 NDM STATION 223. 20 Xl 219.70 GR 306.0 GR 300.0 20DEC99 1000 111 5 15:47:06 298.0 1230 293. 5 296.0 1355 298.0 286.l 300.0 1198 298.0 287.0 298.0 1185 300.0 290.0 1250 30 4 .0 289 . 0 1295 308.0 291.0 300.8 1101.9 308.0 290.96 290.96 300.6 .024 2.9 308.1 0 1102. 8 300 .6 0 1210 .1 .045 1315 308.0 298 .0 300.0 1225 306.0 296.0 308 .0 1150 306.0 296.2 306.0 1085 30 4.0 302.0 1610 1290 1150 1380 1375 1015 1370 1800 1215 1080 1205 1300 1210 1140 1210 . 3 1265 1061 1255 1310 1060 1308 1580 1114 .1 830 1102 1113. 2 1210 0 297.46 0 1086 300 . 6 0 1129 320.0 1345 1055 1315 1395 1255 1055 1250 1395 .1 121 0 1030 1185 1245 1120 1055 1120 300. 0 150 292.0 298. 0 320 296. 0 286.0 180 294.0 288. 298. 0 170 298 .0 296.0 .5 250 302. 0 29 0.0 150 306. 0 294.0 90 304.0 2 90.96 290.96 320.0 8.5 40 300. 60 830 301.3 0 1113. 2 300.6 0 20 306.0 292.5 320.0 230 304.0 298.0 310 .0 . 3 300 306 .0 298.0 308.0 170 302.0 308.0 1655 230 1170 1415 410 1100 1375 130 1140 1215 1380 140 1158 1233 240 1140 1265 180 1100 1310 30 1000 1102 . 8 1114 1210 .1 0 40 308 . 0 0 1105 300.6 0 20 1135 1330 1395 290 1190 1255 1420 300 1085 1195 1265 210 1085 1150 IHLEQ = l . THEREFORE FRICTION LOSS (HL) rs CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS . 20DEC99 15:47:06 200 286.0 300. 0 4 00 296.0 294.0 225 292.0 290 .o 300.0 180 296. 0 300.0 250 300 .0 300.0 200 304.0 298.0 60 302.0 290.96 290.96 55 40 1101. 9 300. 6 0 1175 20 304.0 292.5 270 302.0 300. 0 190 304.0 300.0 310.0 210 300 .0 310.0 1230 1455 1285 1410 1160 1225 1390 1168 1250 1180 1265 1190 1345 1070 1105 1114 .1 1000 300. 6 1114 300. 6 1190 1338 1 205 1275 1150 1200 1290 1090 1170 282. 0 302.0 294.0 296. 2 290. 0 294.0 290. 0 302. 0 298. 0 300. 8 300. 0 300. 0 298.0 290.96 298 . 0 290.96 304 .0 0 1108 300. 6 302. 0 298.0 298. 0 302 . 0 300.0 302. 0 297.0 1260 1520 1285 1410 1180 1250 1185 1400 1197 1430 1265 1360 PAGE 1086 1108 1129 290. 96 0 1102 300. 6 0 1210 1225 1345 1225 1340 1170 1210 1100 PAGE PAGE 10 11 12 Tl HY DRAULIC ANALY SIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 l T2 EXIST. CO ND. 50-YR. FLO. -HYPOTHETICAL STORM--W/AM:PHITHEATER AN D LAKE TJ WOLF PEN CREEK PARK CO RRIDOR ANALY S IS-NATURAL PROF ILE, F I LE ' l~OLF2 J l ICHECK INQ NINV IDIR STRT METR IC HVINS . 001977 J2 NPROF IP LOT PRFVS XSECV XSECH FN ALLOC -1 -1 IHLEQ = l. THEREFORE FRICTION LOSS (HLI IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH . S EE DOC UMENTATI ON FOR DETAILS. 20DEC99 Q T l HYD RAULIC ANALYSI S OF WOLF PEN CR EEK AND TRIBUTARIES n ew t o p o 11-7 -95 T2 EXIST. CO ND. 100-YR.FLD.-HYPOTHETICAL STORM --W/AMPHITHEATER AND LAKE T) WOLF PEN CREEK PARK CORRIDOR ANALY SIS-NATURAL PROFILE, FILE :WOLF2 Jl !CHECK INQ NINV IDIR STRT METRIC HVINS Q . 001799 J2 NPROF I PLOT PRFVS XSECV XSECH FN ALLOC IBW 0 -1 -1 IHLEQ = l. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH . SEE DOCUMENTATION FOR DETAILS. 20DEC99 15,47,06 Tl HYDRAULIC ANALY SIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST . CO ND. 500-YR.FLD.-HYPOTHETICAL STORM--W /AMPHITHEATER AND LAKE TJ WO LF PEN CREEK PARK CO RRIDOR ANALY SIS-NATURAL PROFILE, F ILE,WOLF2 Jl ICHECK INQ NINV !DIR STRT METRIC HVINS Q 0 . 001977 J2 NP ROF I PLOT PRFVS XSECV XSECH FN ALLOC IBW 15 0 -1 -1 IHLEQ = l. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS . l 20DE C99 15,47,06 WSEL FQ CHNIM I TRACE WS EL FQ 2 47. 44 CHNIM I TRACE WSE L FQ CHNIM !TRACE THIS RUN EXECUTED 20DEC99 HE C-2 WATER SUR FACE PROFILES Version .6.2; May 1991 NOT E-ASTERISK ( * l AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WOLF PEN CR EEK PARK POST SUMMARY PRINTOUT TABLE 150 SECNO 26.JOO 26 .JO O 26. JOO 26.JOO 37.JOO 37.JOO 37.300 37.300 45.600 45.600 XLC H .00 . 00 .00 .00 1100. 00 1100 . 00 1100. 00 1100 . 00 830. 00 830 . 00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 . 00 . 00 ELLC .00 .00 . 00 .00 . 00 . 00 .00 .00 .00 .00 ELM IN 23 5. 00 235. 00 23 5. 00 235. 00 237. 00 237.00 237.00 237.00 23 7 .50 237.50 Q 3941. 00 5287. 00 5645.00 6882. 00 3941.00 S287. 00 S6 4 S. 00 6882. 00 39 41.00 S287. 00 CWSEL 246.SO 247.14 247.44 247. 82 247. so 248.19 248.42 2 48 .90 248. Jl 249.12 CRIWS 2 44 .81 24S.4S 24S.43 246.01 243.79 2 44 .27 2 44 .36 2 44 .69 24S. 89 2 46 .79 EG 246. 67 247. Jl 247.S9 247.99 247 .56 248. 27 248. so 249. 00 2 48 . SJ 249.37 lO*KS 19 .94 20.16 17 . 99 19 .80 .68 10 . 23 10. 23 11. 64 21.0 4 23.10 VCH 4. 8S S.08 4 .89 .2S . 97 . 39 .4S 3.80 5. 21 . 7S PAGE 13 PAGE 14 PAGE lS ls,47,10 AREA .OlK 1809. 68 882. 60 22 90 .71 1177.49 2Sl9.7 4 1330.93 2824. 26 1S46. S7 2336 .41 1337.28 2732.00 16S2.61 2869 .83 1764.80 3179.17 2017.00 1486.7 4 8S9.ll 1799. 84 1099. 92 4 5. 600 45.600 49.200 49.200 49.200 49.200 55. 000 55. 000 55. 000 55. 000 61. 000 61 .000 61. 000 61. 000 69. 000 69.000 69.000 69.000 20DEC99 SECNO 70. 000 70. 000 70. 000 70. 000 73.700 73.700 73.700 73.700 75.100 75.100 75.100 75.100 77.700 77. 700 77. 700 77 . 700 80. 800 80. 800 80. 800 80. 800 83.600 83 . 600 83.600 83.600 85.550 85 .550 85.550 85.550 88 .150 88.150 88. 150 88.150 91 . 900 91. 900 91.900 91.900 95. 000 95.000 95. 000 95.000 20DEC99 SECNO 98.550 98 .SSO 98.SSO 98.SSO 103.000 103. 000 103.000 103. 000 830. 00 830. 00 360.00 3 60 . 00 360. 00 3 60. 00 S80. 00 S80. 00 S80. 0 0 S80. 00 600.00 600. 00 600. 00 600 . 00 800. 00 800. 00 800. 00 800. 00 15,41,06 XLCH 100. 00 100. 00 100. 00 100. 00 37 0.00 370.00 370.00 370. 00 140.00 140. 00 140. 00 140. 00 26 0 . 00 260. 00 260. 00 260. 00 310. 00 310. 00 3 10 .00 310. 00 280. 00 28 0 . 00 280. 00 280. 00 19 S.OO 19S .OO 19S.OO 195.00 260.00 260.00 260. 00 260. 00 375.00 375. 00 375 . 00 37S. 00 3 10. 00 3 10 . 00 310. 00 310. 00 l S ' 47' 06 XLCH 35S.OO 355.00 3SS.OO 3SS.OO 445.00 44S.O O 445. 00 44S.OO . 00 .00 .00 .00 . 00 . 00 .00 .00 . 00 . 00 . 00 .00 .00 .00 .00 . 00 . 00 . 00 ELTRD .00 . 00 .00 .00 263.85 263. 85 263 . 85 263.85 . 00 . 00 .00 .00 .00 . 00 .00 .00 . 00 .00 .00 .00 .00 .00 .00 . 00 . 00 . 00 . 00 .00 .00 .00 .00 .00 .00 .00 . 00 . 00 . 00 . 00 . 00 . 00 ELTRD .00 . 00 .00 . 00 . 00 . 00 .00 . 00 .00 .00 .00 .00 .00 .00 . 00 . 00 .00 .00 .00 . 00 . 00 . 00 .00 .00 .00 . 00 ELLC . 00 . 00 . 00 . 00 255.32 255 .32 2SS. 32 2S5. 32 .00 .00 .00 .00 .00 .00 . 00 .00 . 00 . 00 .00 . 00 .00 .00 .00 . 00 . 00 . 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 . 00 .00 .00 .00 .00 .00 .00 237. so 237.SO 237. 70 237. 70 237.70 237.70 239.00 239.00 239. 00 239. 00 240. 00 240. 00 2 40 . 00 2 40 . 00 24S .OO 245.00 24S. 00 24 5. 00 ELM IN 246 .11 246 .11 246 .11 246 .11 247.32 24 7. 32 24 7. 32 247.32 24 5. 93 245 . 93 24S.93 2 4 5. 93 243.25 2 4 3.2S 243.2S 243.2S 246. 39 2 4 6. 39 246. 39 246. 39 246. 37 2 46 .37 246 . 37 246.37 246.6 4 2 4 6. 64 246.64 246. 64 246. 61 246. 61 2 4 6.6 1 246. 61 247 .49 2 4 7.49 247.49 247.49 251. 96 2Sl.96 2S l . 96 2Sl. 96 ELM IN 252. S8 252.S8 2S2.58 2S2.58 2S 4 .00 2S4.00 25 4 . 00 254. 00 564S.OO 6882.00 3941.00 5287. 00 S64S. 00 6882.00 394 1.00 S287. 00 564 5 . 00 6882.00 3949.00 5261. 00 SS15.00 6793. 00 3949 .00 S261. 00 SSlS. 00 6793. 00 Q 3949.00 S261. 00 SSlS. 00 6793. 00 39 4 9.00 S261. 00 SSlS. 00 6793.00 3949.00 526 1.00 S51S. 00 6793. 00 39 4 9.00 5261. 00 S515. 00 6793.00 3949.00 S261. 00 SSlS. 00 6793. 00 3949.00 S261. 00 5SlS. 00 6793. 00 3949.00 S261. 00 5SlS. 00 6793. 00 3949.00 S261. 00 S515.00 6793.00 3949.00 S261. 00 S51 5.00 6793. 00 3949.00 5261. 00 SSlS. 00 6793.00 Q 3949.00 S261. 00 5515. 00 6793.00 3949 .00 S261. 00 551S. 00 6793.00 249.3 4 249.92 248.96 249. 79 2SO. 01 2SO. 63 250 .17 2SO. 93 2Sl.13 2Sl. 69 2SO. 81 251.5 2 251.69 2S2. 24 2S3. 20 253.9 4 2S4.06 2S4 .62 CWSEL 2S 4.69 2SS . 69 255.86 2S6. 63 256. 67 260. 60 261. 43 262.62 2S8. 60 262.36 263 .14 26 4 .8 4 2S9. 00 262. so 263. 26 26 4 .9S 2S9. 31 262. 57 263.32 26 4.9 9 2S9. 72 262. 67 263. 39 26S. 04 260 . 48 262.B7 263.5 4 265 .13 26 1. 23 263 .21 263 . BO 265. 31 262 .11 263.75 26 4 . 2 4 26S. 63 263. 02 264 .38 264. 7B 266. 05 CWSEL 263. 67 26 4 . 91 26S. 2S 266.4 3 263. 71 264.91 26S. 2S 266. 4 0 246. BS 247. 27 247.33 247.84 247.99 24B.35 24B.59 2 4 8.93 24B .96 249.29 24B.4B 24B. 79 24B.B6 249 .12 2S2. 24 253.29 253. 47 2S4 .4 7 CRIWS 2S2.59 2S3.95 254.20 25S . 4 3 .00 .00 .00 .00 2SS. 37 2S6.09 2S6.12 2S6. 79 2S2. 71 2 56. 06 256. 30 257.16 2S6.44 2S6 . 9S 2S7. 07 2S7.Sl 2S7.44 2SB.35 2SB. 47 259. 07 2S7 .4 8 258.2 1 258 .30 25B. 94 257.97 25B .S4 2SB.73 259 .34 2S9.21 259 .79 2S9.79 260 . 41 260.4S 261. 06 261.1 0 261 .45 CRIWS 259.4 6 260. 09 260.21 260.75 2SB.82 2S9. 70 2S9 . 86 260. 64 2 49 . 59 250. 21 2 4 9. 22 2SO. 06 250. 28 250. B9 2SO. 27 2Sl. 03 251. 22 251.79 2SO B9 2Sl. 6i 251.7B 2S2. 3S 2S4. 76 256. OS 256. 27 257. 37 EG 2S6. S6 25B. 34 258. 67 260. 30 25B . 2 4 261. 98 262. 77 264.36 2S8. 81 262. 45 263. 22 264. 92 259 .11 262. 53 263. 29 264.97 259.44 262. 62 263.35 26S.02 260. 03 262. 75 263. 45 265. 09 260. 69 262. 9B 263 . 63 26S.20 261. 44 263. 37 263.93 26S.41 262. 31 263 .91 264. 39 26S. 77 263 . 24 26 4 .S9 264. 97 266. 21 EG 263.75 264. 99 265 . 33 266. so 263.99 265. 24 265.57 266.74 23.17 25.09 31. 3 4 31. B4 31. 61 30.B9 17.S9 15. S7 15. 07 14. 43 12.B9 13. 44 13 . 06 13. 66 1S3 . 97 181. 03 186. 79 211.16 lO•KS 175. 96 226 .13 236.lB 287.26 8.S 4 . 54 .13 . 21 16.14 . 3B .44 .B6 8.64 2.1 2 . 66 .28 14.48 3.B6 2.BB 2.00 3S.4S B. S9 6. 21 . BB 29. 65 12.4 1 9.54 6. 29 27 .90 16. 05 12.94 9. 32 27 .17 lB.49 15. 7S 12. 3S 31.4B 23.BO 20. 7B 16 .09 lO •Ks 12. 05 9.92 8. 94 .2 1 .S6 . 82 . 67 3.58 5. B3 6 .28 . 80 .20 6. 26 6. 44 1B89.16 1172.78 212S.S9 1373.81 1361.12 703. 94 1681. 42 936. 99 1769.4S 1004.08 2268.35 1238.16 .9S 2028.40 939.7S .9S 2613.57 1340.01 .95 2767.12 1454.36 4.02 3219.31 1811.46 3.40 3.68 .68 .92 10. 22 11.94 12.27 13.74 VCH 10. 96 13. OB 13. 47 lS. 37 10 05 9 . 43 .31 10. 57 . BS . 37 .16 . lS .SB . 08 . 90 . 7B . 87 . 40 .15 . 93 . 72 .37 . 97 . 54 . S4 . 52 3. 22 2. 86 . 34 . B3 . 5B . 32 . 37 .07 . 89 3. 7S 4. 77 4.57 4 . 3B 4.16 VCH 3 . OS 3 . 04 2 .96 . 87 . 9B .S8 . S8 . 89 2037. 71 2484 . 67 2603. 18 299S.76 413. 29 479.46 490.48 S44.48 PAGE AREA 360.37 402.32 409.40 441.84 392.7B SS7.90 S92. 62 642 .7S 1310.09 2473. 95 27 4 0.67 331B. 76 2082.66 4416.48 4973.46 6447.Bl 1605.73 3S71.9B 418S.96 5609. 77 1094.3S 26 4 3 .37 3147.47 4396.25 1153. 84 2140.03 2 4 96.62 3447.BO 1131. S9 17B2. 42 2040.S6 276B.19 1183 .19 16B3 .Sl 1849.03 2380.9S 1126.24 1S76.49 1724.28 2240 .06 PAGE 17 AREA 1753.82 239 4.84 2S94.76 3347.99 1235.10 160B .04 1726.40 2179.3S 1099. 77 143S.10 1526. 08 1 837.73 31B. 25 391. 01 403. S3 467.47 . OlK 297. 70 349.B5 3 58. B6 400. 79 1351.23 2236.05 2433. 76 2725.04 982. 87 2268. 2S 261.7. 9B 3 4 56.92 1343. 46 3612.23 4274. 28 6007. 2S 1037. 81 2676.24 3249.S6 4B02 .12 663. 2B 1 794.60 2213 . lB 3447.60 725. 24 1493.28 17BS . 66 2709.30 747.63 1313.32 1S33. 01 2225. 72 7S7. 64 1223 . S7 1389.50 1932. 7S 703 .B4 1078 . 31 1209. 70 1693. 2S .OlK 1137. 44 1670. 64 1844. 31 2530 09 2093. lS 2692. 45 2B7B. 67 3SBB. 00 108 .100 108. 100 108 .100 108.100 112. 000 112. 000 112. 000 112. 000 112. 900 112. 900 112. 900 112. 900 113. 900 113. 900 113. 900 113 . 900 116. 200 116 . 200 116.200 116.200 116. 700 116. 700 116. 700 116. 700 119. 200 119.200 119.200 119.200 124. 000 124. 000 124. 000 124.000 20DEC99 SECNO 126.000 126. 000 126. 000 126. 000 130. 900 130 .900 130. 900 130.900 135. 600 135. 600 135. 600 135. 600 145. 600 145. 600 145. 600 145. 600 156. 400 156.400 156.400 156.400 160. 200 160. 200 160. 200 160 .200 163.000 163.000 163. 000 163. 000 166 .100 166 .100 166 .100 166 .100 171. 800 171. 800 171. 800 171. 800 173.300 173.300 173.300 173.300 510 . 00 510. 00 510. 00 510. 00 390. 00 390. 00 3 90. 00 390. 00 90. 00 90 .00 90.00 90. 00 100. 00 100. 00 100. 00 100 . 00 230 .00 230.00 230. 00 230. 00 50. 00 50. 00 50. 00 50.00 250. 00 250. 00 250. 00 250. 00 565. 00 565. 00 565. 00 565. 00 XLCH 300. 00 300. 00 3 00 . 00 300.00 750.00 750. 00 750. 00 750. 00 83 5. 00 83 5. 00 83 5. 00 835.00 550.00 550. 00 550. 00 550.00 1080.00 1080 . 00 1080. 00 1080. 00 3 80. 00 3 80. 00 380.00 380.00 280. 00 280. 00 280. 00 280. 00 280. 00 28 0 . 00 280 .00 280. 00 570 . 00 570. 00 570 . 00 570. 00 1 4 0. 00 140. 00 140. 00 140. 00 . 00 . 00 .00 .00 . 00 . 00 . 00 . 00 .00 . 00 . 00 . 00 .00 .00 .00 . 00 269.04 269. 04 269.04 269.04 .00 . 00 .00 . 00 .00 .00 .00 .00 .00 .00 . 00 . 00 ELTRD .00 .00 . 00 .00 . 00 . 00 . 00 .00 . 00 .00 . 00 . 00 .00 . 00 .00 .00 . 00 . 00 . 00 .00 .00 . 00 . 00 . 00 .00 .00 .00 .oo .00 .00 .00 .00 . 00 . 00 .00 . 00 .00 .00 .00 .00 .00 . 00 . 00 .00 . 00 . 00 .00 .00 . 00 .00 .00 . 00 . 00 . 00 . 00 . 00 265. 34 265 .34 265.34 265. 34 . 00 . 00 . 00 . 00 . 00 .00 .00 .00 .00 .00 . 00 . 00 ELLC .00 . 00 .00 . 00 .00 .00 .00 .00 .00 .00 . 00 . 00 .00 . 00 .00 .00 .00 .00 . 00 . 00 .00 .00 .00 . 00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 .00 .00 .00 . 00 .00 . 00 .00 254 .00 3830.00 254. 00 5195. 00 254.00 5630.00 254. 00 6940 . 00 254 . 00 3830. 00 254. 00 5195. 00 254 . 00 5630. 00 254.00 6940 .00 254.00 254. 00 254.00 254. 00 254.19 254.19 254.19 254.19 255.34 255.34 255.34 255. 34 255. 34 255. 34 255. 34 255 . 34 256 .12 256 .12 256 .12 256 .1 2 256. 42 256. 42 256 . 42 256. 42 ELM IN 256.00 256 .00 256. 00 256. 00 258 .00 258. 00 258. 00 258.00 263 .14 263.14 263 .14 263.14 265. 95 265. 95 265. 95 265. 95 267.52 267. 52 267. 52 267. 52 266 .79 266. 79 266. 79 266. 79 268.98 268. 98 268. 98 268. 98 271. 00 271.00 271.00 271.00 271. 40 271. 40 271. 40 271. 40 271. 50 271.50 271.50 271.50 3830. 00 5195. 00 5630.00 6940.00 3830.00 5195. 00 5630. 00 6940. 00 3830.00 5195. 00 5630.00 6940.00 3830.00 5195.00 5630. 00 6940. 00 3711. 00 5132.00 5763. 00 7075.00 3711.00 5132 . 00 5763.00 7075.00 Q 3711.00 5132. 00 5763.00 7075 .00 3711.00 5132.00 5763. 00 7075.00 3711. 00 5132. 00 5763.00 7075. 00 2837. 00 3954.00 4444.00 5541. 00 2837.00 395 4 . 00 4444.00 5541. 00 2980. 00 4109 .00 4 564. 00 5519.00 2980. 00 4109. 00 4564 .00 5519 .00 2980. 00 4109. 00 4564.00 5519.00 2591. 00 3571.00 3969. 00 4800. 00 2591.00 3571 .00 3969.00 4800 .00 263 . 92 265 .12 265. 42 266.54 264 .13 265. 41 265.74 266.91 264 .08 265. 33 265.65 266.81 263.52 264.45 264.64 265. 45 263. 92 266.45 267.23 267.83 265.75 268. 53 269.39 270 . 97 266.51 269. 08 269 .89 271. 44 268. 26 269. 56 270. 26 271. 68 CWSEL 270. 67 271. 75 272 .19 273 .15 271. 53 272. 60 273. 01 273. 88 272. 44 273.42 273.80 274. 58 273. 71 27 4 .49 274. 77 275.36 277.40 278.20 278.50 279. 04 277. 99 278 .88 279. 21 279.84 278.55 279. 43 279. 74 280.36 279 .17 279. 98 280. 27 2sQ.8s 281.21 281. 93 282 .15 21i2.5ii 281. 59 282. 37 282. 64 2iiT."i4 258.17 258. 96 259 .19 259.89 256. 63 257 .05 257.18 257.54 257.67 258.41 258. 63 259. 27 260.53 261. 97 262.39 263.63 . 00 . 00 .00 .00 260. 88 261. 96 262. 30 263 .15 264.40 264.88 264 . 96 265.42 268. 26 269 .15 269.91 270. 48 CRIWS 266. 77 267.85 268. 26 268 .87 267.23 268.82 269. 31 270 .18 269.83 270.28 270. 39 270. 72 273. 71 274.49 274.49 275. 09 274.64 275.37 275. 70 276.45 275.25 276. 21 276. 44 276. 88 276 .86 277. 53 277. 77 278.29 278.17 279 .10 279. 33 279. 94 279. 48 280.30 280.57 281. 03 279. 33 280. 71 281.11 282. 02 264 .13 265.40 265. 7 3 266.91 264. 17 265.45 265. 7 8 266. 97 264. 24 265.55 265. 89 267.09 265. 00 266. 71 267. 20 268. 7 9 265. 67 268. 3 8 269. 20 270. 55 266.16 268. 90 269. 74 271. 32 266. 66 269 .16 269. 97 271. 51 269. 99 271.13 271. 63 272. 71 EG 270. 82 271. 92 272. 37 273.32 271. 76 272. 83 273. 24 274.09 272. 51 273. 49 273.88 274.66 274. 71 275 . 38 275. 62 276 .10 277. 63 27 8. 51 278 . 83 279. 45 27 B .16 279. 07 279.40 280. 03 278.80 279. 67 279. 98 280. 59 27 9. 83 280. 64 280 .91 281. 44 281 70 282. 56 282. 84 283.38 282. 34 283.35 283.69 284.33 . 35 .84 . 02 .25 . 31 . 37 . 39 . 41 . 57 . 88 1. 99 2 .11 72 . 63 101. 66 113. 05 138. 66 10. 35 . 95 . 67 11.45 23.35 14. 71 12. 92 11 . 51 16. 29 6. 63 5. 65 4. 46 151.12 122. 75 101. 54 69. 63 lO'*KS 13.08 13 .12 12. 98 11. 72 15. 25 15.65 15.43 14. 26 10 . 82 9.58 9 .30 8. 63 146. 60 122 . 25 115. 06 96. 96 18 . 36 21. 61 22 .97 26. 27 15.18 15. 08 14. 91 14 . 62 27.00 24 . 52 23.49 22 .21 46. 63 46. 22 44.68 41.25 36. 45 43.73 47 .38 53.43 41.63 51.16 54.44 60. 05 4 .12 4.89 5 .14 5. 66 1189. 45 2499. 24 1381.48 3081.34 1431.42 3237.30 1625.27 3850.75 1.53 2802.33 6891.31 1. 81 3267. 06 8570. 82 1.90 3395.86 9037.75 2.08 3867.10 10805.06 3.42 4 . 06 4.25 4. 66 . 77 12. 06 12. 82 14. 67 10. 63 11.12 11. 27 13. 23 5 .14 4. 97 . 90 . 03 4. 45 3.38 3. 28 .16 11.22 11 32 10. 86 9. 91 VCH 3.70 4. 03 .13 4 .19 . 38 . 65 . 70 .67 . 04 .19 .26 . 37 10. 37 10. 38 10. 38 10 .11 .60 . 37 . 67 . 33 . 46 4. 77 4. 86 . 03 . 51 . 67 .70 . 81 7.47 7 .97 8 . 03 if.'1t1:' 6. 80 7 .90 .Ll.§.... 9.16 7. 70 9. 05 ~ 10. 34 1337. 82 1566. 61 1636. 56 1897.39 392 .18 430. 82 439 .04 472·. 94 360. 31 467.01 499.60 524. 75 768. 03 1179.95 1334.74 1817.66 1555.24 2692 .42 3077.01 3831.36 433. 70 652.19 787.61 1099 .13 PAGE 18 AREA 1451. 38 1928.62 2141.85 2626. 63 1230. 59 1713 .28 1930. 96 2399.86 1996.49 2606.58 2847.55 3345.17 470.26 716.45 826.91 1090. 60 892. 98 1084 .19 1161.20 1317.18 1192. 20 1558.52 1704 .31 1999. 09 1010.30 1363. 08 1504. 67 1779.53 659.98 950 .12 1070.57 1313. 79 587.17 710.75 750.70 847.60 461.48 57 3. 16 621. 92 723. 23 3061.51 3784.53 3988.15 4775. 80 449.40 515.23 529.51 589. 36 1190. 55 1736.35 1912.31 2050 58 792. 63 1354. 62 1566.29 2045.92 919. 50 1993 .15 2423.70 3349.21 301. 87 463. 20 571. 91 847.88 .OlK 1026. 06 1416. 76 1599.73 2066. 71 950.32 1297. 32 1466.95 1873.37 1128.21 1657. 75 1889. 91 2407. 78 234.31 357.61 414.30 562. 72 662 .15 850. 54 927. 27 1081. 09 764. 74 1057. 97 1181. 96 1443. 53 573.46 829. 78 941. 75 1171.09 436.39 604. 40 682. 78 859.35 429 .16 53 9. 98 576. 59 656. 65 401. 58 499. 24 537. 93 619. 43 20DEC99 SECNO 175.300 175.300 175.300 175.300 176.500 176.500 176. 500 176. 500 179.400 179.400 179.400 179. 400 180.400 180.400 180. 400 180. 400 181.120 181.120 181.120 181.120 182.400 182. 400 182.400 182. 400 185.500 185 .500 185.500 185.500 188. 000 188.000 188. 000 188 . 000 190. 800 190.800 190.800 190.800 193. 500 193. 500 193.500 193. 500 20DEC99 SECNO 195. 500 195. 500 195. 500 195.500 197 .500 197.500 197. 500 197 .500 199. 500 199. 500 199. 500 199.500 203 .500 203. 500 203.500 203.500 205.500 205.500 205. 500 205. 500 207.300 207 .300 207. 300 207 .300 209.800 209.800 XLCH 210. 00 210. 00 210. 00 210. 00 145. 00 145. 00 145. 00 145. 00 265. 00 265. 00 265. 0 0 265. 00 100. 00 100. 00 100. 00 100. 00 112. 00 112. 00 112. 00 112. 00 100 00 100. 00 100. 00 100. 00 300. 00 3 00. 00 300. 00 3 00. 00 250. 00 250. 00 250. 00 250. 00 280. 00 280. 00 280. 00 280 . 00 270 . 00 270 . 00 270. 00 270. 00 XLCH 200. 00 200. 00 200. 00 200. 00 200 . 00 200. 00 200. 00 200 . 00 200 . 00 200. 00 200 . 00 2 0 0. 00 4 0 0 . 00 400. 00 400. 00 400. 00 225. 00 225. 00 225. 00 225. 00 180. 00 180. 00 180. 00 180. 00 250. 00 250. 00 ELTRD .00 . 00 . 00 . 00 .00 .00 .00 .00 . 00 . 00 .00 .00 .00 .00 .00 . 00 286.60 286.60 286.60 286. 60 . 00 . 00 . 00 . 00 .00 . 00 .00 . 00 .00 .00 .00 .00 .00 . 00 . 00 . 00 .00 . 00 .00 .00 ELTRD . 00 . 00 . 00 .00 .00 . 00 .00 .00 .00 . 00 .00 . 00 .00 .00 .00 .00 . 00 . 00 .00 .00 .00 . 00 . 00 . 00 .00 . 00 ELLC .00 .00 .00 .00 .00 .00 .00 . 00 . 00 . 00 .00 .00 .00 .00 .00 .00 283. 01 283. 01 283. 01 283.01 .00 .00 . 00 .00 . 00 . 00 . 00 . 00 . 00 .00 .00 .00 . 00 . 00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 .00 .00 .00 . 00 .00 . 00 .00 . 00 ELM IN 271.70 271. 70 271.70 271 . 70 Q 2591.00 3571.00 3969.00 4800.00 273.20 2575.00 273.20 3520.00 273 . 20 3900. 00 273 .20 4740 .00 273.50 2575.00 27 3. 50 3 520. 00 273. 50 3900. 00 273.50 4740.00 273 .0l 2575.00 273.01 3520.00 273. 01 3900. 00 273.01 4740.00 273. 01 273. 01 273 .01 273.01 273. 80 273.80 273. 80 273.80 276.30 276.30 276 . 30 276. 30 276. 75 276 .75 276.75 276.75 277.50 277. 50 277. 50 277 . 50 278 .10 278 .10 278 .10 278.10 ELM IN 279. 00 279. 00 279. 00 279. 00 280. 50 280. 50 280. 50 280 . 50 282 . 00 282.00 282.00 282. 00 286.00 286 . 00 286.00 286. 00 287. 00 287 . 00 287.00 287.00 287. 50 287.50 287. 50 287.50 289. 00 289.00 2575 . 00 3520.00 3900 . 00 4740.00 2575. 00 3520.00 3900. 00 4740 . 00 2575. 00 3520.00 3900 00 4740.00 2575.00 3520.00 3900.00 4740.00 2560.00 3464.00 3855.00 4675 .00 2560. 00 3464 .00 3855.00 4675. 00 Q 2560 . 00 3464. 00 3855. 00 4675.00 1050.00 1391.00 1536.00 1830 . 00 1050. 00 1391. 00 1536 .00 1830.00 1050. 00 1391. 00 1536. 00 1 830.00 1 050. 00 1391. 00 1 536. 00 1830 .00 1050. 00 1391. 00 153 6. 00 1830.00 1050. 00 1391.00 CWSEL 282. 52 283.58 2.]!l.-~J- ·~84. 60 283.29 284 .33 284. 68 285-:3"2 284.08 285.09 285 . 44 'f!i6.iii" 284.25 285.17 285.44 '1'1!'5"'."l1'< 285. 27 286.06 285.98 2B5.'8s 285.77 286.95 287 .11 287.7 1 287.14 288. 31 288.59 289 . 27 288.47 289. 67 290. 02 290.76 289.24 290. 34 290. 67 291.30 289.68 290. 74 291. 07 291.71 CWSEL 290 . 61 291. 70 292. 07 292. 79 290. 88 292.01 292.40 293.1 5 290. 92 292.0 5 292.45 293.20 29 1 . 85 292. BO 293 .15 293. 82 292.98 293. 77 29 4 .08 294 .68 293.75 294.43 29 4 .69 295 .16 295.96 296. 93 CRIWS 280. 31 281. 89 282. 29 283 .14 280. 54 281. 66 282. 13 282.80 280.78 281. 72 282. 02 282.68 278.94 280. 31 280. 82 281.94 . 00 .00 . 00 . 00 281. 42 282. 60 283. 07 283. 87 284.41 285.61 285. 96 287 .00 284.73 285. 92 286 .14 287. 06 286 .12 286.97 287. 22 287.64 286. 80 288.18 288. 68 289.53 cRms 285. 94 286.91 287. 27 287 . 94 284 . 44 284.89 285 . 07 285. 42 286.09 286 . 55 286. 74 287 .1 0 290.45 291. 07 291. 30 291. 74 291 . 47 292. 07 292. 28 292. 70 292. 52 293. 24 293. 53 294.06 294 .15 294.89 EG 283.22 284.33 284.70 285. 39 283.74 28 4 .83 285. 20 285.89 284.51 285.63 286. 00 286. 66 285. 09 286. 50 287. 00 288. 03 285. 97 287. 21 287. 41 288. 03 286. 21 287. 50 287. 75 288.47 287.86 289 .14 289. 50 290. 27 288. 87 290. 05 290. 39 291. 08 289. 43 290. 55 290. 90 291. 56 290 . 27 291.40 291.78 292.51 EG 290. 83 291 . 96 292. 35 293.10 290. 91 292. 06 292. 46 293.21 290 . 98 292.12 292 . 52 293. 28 292. 32 293.27 293.62 294. 30 293.37 29 4 . 20 294. 51 295 .11 294. 55 295.45 295.79 296.43 296.52 297. 54 lO•Ks 43.00 42.19 42.32 42. 25 30.24 29 .78 29 .68 30.52 28.20 29. 94 29.83 29.10 49.52 74 .58 86. 06 115.72 3 . 51 5. 52 6. 89 10. 42 40 .11 40. 92 46 .11 49.43 63.97 63. 04 65.39 66. 70 28.99 25 .12 24.29 20. 92 15 . 72 15.10 15. 69 16. 71 41. 88 42 .17 43.81 46. 62 19 .10 19 .18 19. 52 19. 81 1. 9 4 2. 07 2.14 2.2 4 .11 . 9 4 .93 . 90 58 .13 48.92 46.69 4 2 . 70 47.95 45 .42 44 .38 41 . 62 77 .37 84.16 86.86 92.16 74.27 74.6 4 VCH 7 . 37 7.95 B .17 8.54 5. 70 6. 22 6. 40 rn PAGE 19 AREA 490. 96 67 8. 53 749.34 893. 31 565 .10 750.15 824.55 975.24 5.30 500.73 6.03 706.45 6.21 822.85 nr 1102.28 7 .32 9 .25 ~~ :~~ 6 . 71 8. 61 9 .60 -i.T:7'7 5 .35 6 .00 6 . 47 TOa 6.85 7. 49 7.84 8. 4 1 . 23 5 .40 5. 46 . 35 4 .21 4. 49 4.68 . 04 6. 52 7 .13 7. 46 8.05 VCH 3. 70 4.14 4 .31 4.61 . 72 1. 93 2. 02 .17 .17 2. 36 2.43 2.56 6. 64 6. 84 6. 94 . 09 6 . 36 6. 78 6. 92 7.10 7.54 8. 57 8.96 9. 72 7.07 7.56 351.93 380.52 389.18 402.78 383.88 415. 26 406. 08 402.73 480.96 613. 52 638. 88 750. 03 391.91 526.38 565.19 660.17 575.01 93 5. 04 1083 . 62 1423.88 854.83 1088 . 41 1161.19 1309. 26 490.36 637. 25 686.95 787.90 PAGE 20 AREA 702 .17 907. 86 994.88 1171.98 784.89 971. 68 1047 .10 1213 . 99 644.86 83 1. 09 902.01 1046.25 262.43 355.93 393.88 472 . 27 276 .35 355.89 389 .44 461.15 171. 99 207.64 221. 85 249.15 214.58 270.99 .OlK 395 .15 549. 79 610 .14 738.46 468 25 645. 05 715. 90 857.96 484. 87 643.30 714. 08 87 B. 68 365. 92 407.61 420. 41 440.64 1375.21 1497.88 1485. 25 1468. 55 406. 58 550. 27 574. 35 674 .17 321 94 443.33 482.28 580. 39 478. 25 702. 34 791. 34 1036. 38 645. 70 891 42 973.12 1143. 64 395. 60 533.46 582. 44 684. 68 .OlK 585. 83 790. 97 872. 51 1050.28 754. 05 967. 44 1050 . 31 1222. 09 518. 21 700. 67 774. 52 926. 38 137. 72 198. 88 224. 79 280. 05 151. 64 206. 39 23 0. 56 283. 68 119. 37 151. 62 164.81 190. 62 121. 84 161. 01 209.800 209. 800 211. 800 211. 800 211. 800 211. 800 212.400 212.400 212.400 212.400 212.800 212.800 212. 800 212 .800 20DEC99 SECNO 213. 000 213.000 213. 000 213. 000 215.700 215.700 215. 700 215.700 217. 600 217.600 217.600 217.600 219.700 219.700 219. 700 219. 700 20DEC99 250. 00 250. 00 200. 00 200 . 00 200. 00 200. 00 60. 00 60. 00 60. 00 60. 00 40 . 00 40. 0 0 40. 00 40. 00 15,47,06 X LCH 20. 00 20. 00 20. 00 20. 00 270. 00 270. 00 270. 00 270. 0 0 190. 00 190 00 190. 00 190. 00 210. 00 210. 00 210. 00 210. 00 15,41,06 WOLF PEN CREEK PARK POST . 00 . 00 .00 .00 . 00 . 00 . 00 .00 .00 .00 300. 60 3 00. 60 300.60 300.60 ELTRD . 00 .00 . 00 . 00 .00 . 00 .00 . 00 . 00 . 00 . 00 . 00 .00 . 00 .00 .00 SUMMARY PRINTOUT TABLE 150 SECNO 26.300 26.300 26.300 26.300 37. 300 37.300 37.300 37. 300 45.600 45.600 45 .600 45.600 49 .200 49.200 49 .200 49.200 55.000 55. 000 55. 000 55.000 61 .000 61. 000 61. 000 61. 000 69. 000 69.000 69 . 000 69. 000 70.000 70 .000 70.000 70.000 Q 3941.00 5287. 00 5645. 00 6882. 00 3941.00 5287. 00 5645.00 6882. 00 3941.00 5287. 00 5645.00 6882.00 39 4 1.00 5287. 00 56 4 5.00 6882. 00 3941.00 52B7. 00 5645.00 6B82. 00 3949.00 5261. 00 5515.00 6793.00 3949.00 526 1 .00 5515.00 6793. 00 39 4 9.00 5261. 00 55 1 5. 00 6793. 00 CWS EL 246.50 247 .14 247.44 247.B2 247.50 24B.19 24B.42 24B.90 24B.31 249.12 249.34 249.92 24B.96 249.79 250 .01 250. 63 250 .17 250.93 251.13 251. 69 250.81 251.52 251.69 252.24 253.20 253.94 254.06 254. 62 254.69 255.69 255.86 256.63 . 00 . 00 .00 . 00 . 00 . 00 .00 .00 .00 .00 297.46 297.46 297 .46 297.46 ELLC . 00 .00 .00 .00 .00 .00 .00 .00 . 00 .00 .00 .00 .00 .00 .00 .00 2B9. 00 2B9 . 00 291. 00 291. 00 291 . 00 291. 00 290. 96 290. 96 290. 96 290. 96 290 . 96 290 . 96 290. 96 290. 96 ELM IN 292.50 292. 50 292. 50 292. 50 294. 00 294.00 294. 00 294. 00 296. 20 296. 20 296. 20 296. 20 297 .00 297. 00 297.00 297.00 DIFWSP DIFWSX . 00 .00 . 64 . 00 . 30 . 00 . 3B . 00 . 00 . 99 .69 1.05 . 23 . 9B . 48 .07 . 00 . Bl . 81 . 93 . 22 . 93 . 58 . 03 . 00 . B3 .22 . 62 .00 . 76 .20 .57 .00 . 71 .17 .55 . 00 .74 .12 .57 . 00 l. 00 .17 . 77 . 65 .67 . 66 . 70 1.21 1.15 1 .12 l. 07 . 64 .5B .56 . 55 2.38 . 42 2. 36 2. 3B l. 50 l. 75 l.BO 2 .00 1536. 00 1B30.00 1050.00 1391. 00 1536 . 00 1B30. 00 1050. 00 1391.00 1536 .00 1830.00 1050. 00 1391.00 1536.00 1B30. 00 Q 1050 . 00 1391.00 1536.00 1830 . 00 1050. 00 1391.00 1536. 00 1B30.00 1050 . 00 1391. 00 1536.00 1B30. 00 1050. 00 1391. 00 1536. 00 1830 . 00 297. 31 298. 02 297. 63 29B.48 298.84 299.46 29B . 75 299. 33 299.53 299.92 301. 40 301.72 301. 82 301. 91 CWSEL 301. 69 302.24 302.45 302.B3 301 .9B 302.56 302. 7 B 303.18 3 02 . 51 303 .10 303.32 303.73 303.59 304.26 304.51 304.97 DIFKWS TOPWID .00 735.20 .00 767.22 . 00 7B2 .00 .00 801.23 .00 549.51 .00 594.11 .00 617.43 .00 666 .8 1 . 00 3BO. 74 .00 395.66 .00 399.82 .00 410 .61 .00 .00 . 00 . 00 . 00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .00 . 00 . 00 .00 .00 . 00 3B2 .00 392. 34 BlO. 04 814. 65 756. 04 7B2. 66 7B9.50 B09. 29 595 . OB 669. 31 687. 65 730. 90 86. 63 92. 78 93.51 95. 41 42.00 4 2.00 42.00 42.00 295.lB 295.71 297.34 298 .13 29B. 35 29B. B2 296.12 297. 02 297.36 298. 27 .00 .00 .00 .00 CRIWS 297. 82 298. 79 299.19 299. 96 299. 36 300.10 3 00. 3 7 300. B7 3 00. Bl 301. 52 301.79 302.25 302 . 25 303 . 04 303. 33 303.94 XLCH .00 .00 . 00 .00 1100. 00 1100 .00 1100. 00 1100. 00 B30. 00 830. 00 830 . 00 830 . 00 3 60. 00 3 60 . 00 360. 00 360 . 00 5BO. 00 5BO. 00 580 .00 5BO. 00 600. 00 600 .00 600. 00 600. 00 800. 00 800. 00 800. 00 800. 00 100 . 00 100. 00 100. 00 100. 00 297.94 298. 67 298. 79 299. 60 299. 91 300. 50 299. 33 300 .11 300. 40 300. 95 301.76 302. 2B 302.47 302. 80 EG 301. 84 302.41 302.63 303. 03 302 .19 302. 79 303. 02 303. 45 302. 99 303. 71 303. 99 304. 49 304 . 23 304 .99 305.26 305. 76 74.91 74.64 149.05 127.12 115. 77 104.54 38.70 49 .17 54 .06 62.44 3.76 5 .67 6. 65 9. 03 lO*KS . 96 10. 23 10. 67 11. 41 14. 76 15.84 16.17 16. 83 55. 70 61. 36 63. 39 67. 22 57.93 57. 38 56.70 55. 28 . 74 . 01 .95 10 .17 10 .10 10. 22 7. 27 8. 60 9 .15 10 .13 5. 74 7 .19 7.83 9 .18 VCH 3. 46 3.8B 4. 04 4 .31 4.16 4 .57 4. 72 5 .00 5. 60 6. 29 .55 . 03 6. 54 .15 .34 7 .67 293.97 340.59 167 . 37 227.30 256. lB 308.36 233. lB 271. 31 285. 40 316. 30 488 . 20 534.05 546 .19 559. 76 PAGE 21 AREA 429. 55 521.78 557.52 626. 86 347.43 427. 84 460. 06 521.12 1B8. 74 225.54 240.76 270.51 178.41 227.67 249. 63 295.59 PAGE 22 177 .47 211. B2 B6. 00 123. 37 142. 75 l7B. 99 168 . 78 19B. 38 208. 91 231. 59 541. 20 5B4 .11 595. 80 609. 02 .OlK 350.79 434. 8B 470 .17 541. 70 273. 31 349 .46 381. 92 446 .03 140. 69 177 . 58 192. 93 223 . 20 137.95 183. 64 203.99 246 .14 73.700 73.700 73.700 73.700 20DEC99 SECNO 75.100 75.100 75.100 7 5. 100 77. 700 77.700 77.700 77. 700 80.800 80. 800 80. 800 80. 800 83.600 83 . 600 83 . 600 83.600 85 .550 85.550 85.550 85.550 88 .150 88.150 88 .150 88.150 91.900 9 1 . 900 91. 900 91. 900 95.000 95 .000 95.000 95 . 000 98 .550 98. 550 98 . 550 98.550 103 .000 103 . 000 103 . 000 103.000 20DEC99 SECNO 108.100 1 08.1 00 108.100 108.100 112.000 112.000 112. 000 112. 000 112 . 900 112. 900 112.900 112. 900 113. 900 113. 900 113 . 900 113. 900 116. 200 116. 200 116. 200 116. 200 116. 700 116. 700 116. 700 3949.00 5261 .00 5515 . 00 6793 00 Q 3949.00 5261. 00 5515. 00 6793.00 3949.00 5261. 00 5515. 00 6793.00 3949. 00 5261. 00 5515. 00 6793.00 3949 .00 5261.00 5515.00 6793.00 3949.00 526 1 .0 0 5515. 00 6793.0 0 3949.00 5261.00 5515. 0 0 6793. 00 3949.00 526 1.00 5515. 00 6793.00 3949 .00 5261. 00 55 1 5.00 6793.00 39 4 9.00 5261. 00 5515.00 6793.00 39 4 9.00 5261. 00 5515. 00 6793. 00 15:4 7:06 Q 3830.00 5 195. 00 5630 . 00 6 940 . 00 383 0 .00 5 1 95.00 563 0 . 00 69 4 0 . 00 3830.00 5 1 95. 00 5630 . 00 69 40 .00 383 0 .00 5195. 00 5630.00 69 4 0 . 00 3830.00 5 1 95 .00 5630.00 69 4 0 .00 3830.00 5195.00 5630. 00 256.67 260.60 261.43 262 .62 CWSEL 258.60 262.36 263 .14 264.84 259.00 262.50 263.26 264. 95 259. 31 262.57 263.32 264.99 259. 72 262. 67 263.39 265.04 260 .48 262.87 263. 54 265 .13 261.23 263. 21 263.80 265. 31 262 .11 263.75 264 .24 265 .63 263 .02 264.38 264.78 266.05 263.67 264.91 265.25 266.43 263.71 264.91 265.25 266.40 CWSEL 263. 92 265.1 2 265.42 266.54 26 4 .13 265.41 265. 74 266.91 264.08 2 6 5.33 265.65 266 .8 1 263.52 264.45 26 4 .64 265.45 263. 92 266.45 267.23 267.83 265.75 268.53 269.39 . 00 3 .93 .83 l.19 .98 .91 .57 .00 DIFWSP DIFWSX . 00 . 93 3.75 .75 . 78 . 71 1.70 2.22 .00 .39 3. 50 . 14 . 76 .12 1. 69 .11 .00 .31 . 26 . 07 . 75 . 06 . 68 . 04 . 00 . 41 .95 .10 . 72 .07 l.65 .OS .00 . 77 2 .39 .20 . 66 .15 l. 59 . 09 . 00 . 75 1.98 .34 . 59 . 26 1.51 .17 . 00 . 88 1. 64 . 54 . 49 . 44 1.39 .33 .00 1.36 . 40 1.26 . 00 1. 24 .35 .18 .00 1.21 . 33 1.15 DIFWSP . 00 .1 9 .JO 1.12 . 00 1.27 .33 l.18 .00 1.25 .32 1.16 . 00 . 92 .20 .81 . 00 2. 54 . 78 .60 . 00 .78 . 86 . 9 1 . 64 .54 .42 .65 .53 .47 . 38 . 04 .01 . 00 -. 04 OIFWSX .21 .20 .17 .1 4 . 21 . 29 . 3 2 .38 -. 06 -.08 -.09 -.1 0 -. 55 -. 88 -1. 01 -1. 36 . 39 . 0 1 2.59 2 . 38 1 .83 2.08 2 .1 6 . 00 .00 .00 . 00 42.00 42. 00 42. 00 42.00 DIFKWS TOPWID . 00 256. 57 .00 340.00 . 00 340. 00 .00 340 .00 . 00 627. 31 .00 708.44 .00 742.61 . 00 907. 00 .00 408.56 . 00 802. 69 .00 845.27 .00 850 .00 .00 355.94 . 00 681. 58 .00 740.38 . 00 760. 00 .00 327.08 . 00 507. 94 .00 565.60 .00 624.62 .00 267.21 .00 413 .52 . 00 456. 83 .00 508.65 .00 282.99 .00 328.03 .00 346.95 . 00 416. 6 1 . 00 . 00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .00 . 00 OIFKWS .00 . 00 .00 . 00 . 00 . 00 . 00 . 00 .00 . 00 .00 . 00 . 00 .00 .00 . 00 .00 . 00 .00 . 00 . 00 . 00 .00 297. 31 360.06 378.20 436.01 467.96 565.16 593.06 679. 61 273.45 343.94 363 .11 420. 79 TO PW ID 156. 75 164. 66 166. 66 188. 1 8 34 1.12 389.23 393.45 408. 54 1 68.92 2 1 5 . 77 219. 27 230 . 26 42 . 0 0 4 2. 00 42. 00 4 2.00 42.00 42. 00 4 2. 00 4 2.00 123 . 09 172. 68 187. 96 370. 00 370 00 370. 00 370 . 00 XLCH 140. 00 140 . 00 140. 00 140. 00 260. 00 260. 00 260. 00 260. 00 310. 00 310. 00 310. 00 310. 00 280. 00 280. 00 280. 00 280 . 00 195. 00 195. 00 195. 00 195. 00 260. 00 260. 00 260 . 00 260. 00 375.00 J 75. 00 375. 00 375.00 310. 00 310. 00 310.00 310. 00 3 55. 00 355. 00 3 55. 00 355.00 44 5. 00 445. 00 44 5. 00 445.00 XLCH 510. 00 510. 00 510. 00 510 . 00 390. 00 3 90. 00 390 .00 390. 00 90. 00 90. 00 90. 00 90 .00 100. 00 100. 00 100. 00 100 . 00 230.00 23 0. 00 230. 00 230. 00 50. 00 50. 00 50 .00 PAGE 23 PAGE 24 116. 700 119. 200 119. 200 119. 200 119. 200 124.000 124 .000 124.000 124.000 126. 000 126. 000 126. 000 126. 000 130. 900 130. 900 130. 900 130. 900 20DEC99 SECND 135. 600 135. 600 135.600 135.600 1 4 5. 600 145. 600 145. 600 145. 600 156.400 156.400 156.4 00 156. 400 160. 200 160. 200 160. 200 160. 200 163.000 163 .000 163 . 000 163.000 166 .100 166.100 166 .100 166 .100 171. 800 171. 800 171. 800 171. 800 173.300 173.300 173.300 173.300 175.300 175.300 175.300 175.300 176. 500 176. 500 176.500 176. 500 20DEC99 6940. 00 3711.00 5132. 00 5763.00 7075.00 3711.00 5132. 0 0 5763.00 7075.0 0 3711.00 5132. 00 5763 . 00 7075 .00 3711.00 5132. 00 5763. 00 7075.00 15,41,06 Q 3 711. 00 5132.00 5763.00 7075.00 2837.00 395 4 .00 4444 . 00 5541.00 2837.00 395 4 .00 4 444 .00 55 4 1. 00 2980. 00 4 1 09. 00 456 4 .00 5519.00 2980. 00 4 1 09. 00 4564.00 55 1 9 . 00 2980.00 4109. 00 456 4 .00 55 1 9.00 2591.00 3571.00 3969.00 4800.00 2591.00 357 1.00 3969.00 4800. 00 2591.00 35 71 .00 3969 .00 48 0 0.00 2575.00 3520. 00 3900.00 47 4 0.00 S ECNO Q 179.400 2575 .00 179.400 3520.00 179.400 3900.00 179.400 47 4 0.00 180.400 2575.00 180.400 3520.00 180 . 400 3900. 00 180.400 47 4 0.00 181.120 2575.00 270. 97 266.51 269.08 269.89 271. 44 268. 26 269.56 270. 26 271. 68 270. 67 271.75 272 .19 27 3 .15 271. 53 272. 60 273.01 273 .88 CWSEL 272. 4 4 273 .4 2 273.80 274. 58 273. 71 274 . 49 274. 77 275.36 277. 40 278.20 278.50 279.04 277. 99 278.88 279. 21 279.84 278.55 279 .43 279 . 74 280.36 279 .17 279.98 280.27 280.85 281.21 281. 93 282.15 282.58 281.59 282.37 282.6 4 283.14 282.52 283.58 283.94 28 4 .60 283.29 284.33 284 .68 285. 32 CWSEL 28 4 .08 285. 09 285.4 4 286 .10 284.25 285.1 7 285.44 285.88 285.27 l. 57 .00 . 57 . 82 . 54 . 00 1.31 . 70 . 42 .00 1. 08 .4 4 . 96 .00 .06 . 42 . 87 DIFWSP . 00 . 98 .38 . 78 . 00 .78 . 28 .59 .00 . Bl .29 .55 .00 . 90 . 33 . 63 .00 .88 .32 . 61 .00 .81 . 29 . 58 . 00 .72 .22 . 43 .00 . 78 . 26 .50 .00 .07 .36 . 66 .00 . 03 . 35 . 6 4 DIFWSP .00 l.01 . 35 . 66 . 00 . 91 .2B . 43 .00 .13 . 76 .55 . 50 .47 l. 74 . 49 . 37 . 24 2. 41 .19 . 93 . 47 . 87 .85 . 83 . 73 DIFWSX . 90 . 82 . 78 .69 27 07 .97 .79 3.69 3. 71 3. 73 3.68 . 59 .6B . 71 . BO .56 .54 . 53 . 51 . 62 .55 . 53 .49 2. 04 l. 95 l. 88 . 73 . 38 . 45 .49 . 56 .92 1.21 1 . 30 .46 .78 . 74 . 74 . 72 DIFWSX .79 .76 . 76 .78 .17 . 08 . 00 . 22 1. 02 . 00 .00 .00 . 00 . 00 .00 .00 .00 .00 .00 .00 .00 . 00 . 00 . 00 .00 . 00 454.26 413. 49 466 .15 477.57 499. 21 149. 06 185. 03 203.01 235.68 401. 57 481.55 500.64 504.01 365.89 516 . 46 527. 93 551.81 DIFKWS TOPWID .00 615 .2 4 .00 629.21 .00 634.64 .00 64 4 .28 .00 261.22 .00 370.91 .00 410.63 .00 472.24 .00 . 00 .00 . 00 . 00 . 00 . 00 . 00 . 00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .00 .00 .00 . 00 22 8 . 52 252.99 269. 6B 300. 65 389.37 433 .87 450. 36 481. 97 386 .94 421.83 435. 05 464.92 30B.64 407. 50 414 . 76 42 4 .89 164. 3 6 179. 46 1 9B. 32 251 . 33 125. 43 172. 99 1 90.96 212. 87 155. JO 192. 02 20 4 .1 7 2 3 0.48 16J. 22 20 0 . 3 5 219.15 252. 98 DIFKWS TO PW ID .00 108 .01 .00 299.0 4 .00 J65.28 .00 479.34 .00 31.30 .00 31 .30 .00 31 .30 .00 J l .30 .00 31.JO 50 .00 250. 00 250. 00 250. 00 250. 00 565. 00 565. 00 565. 00 565. 00 JOO. 00 300. 00 3 00. 00 JOO. 00 750. 00 750.00 7 so. 00 750.00 XLCH 8JS. 00 835. 00 835. 00 B35.00 550. 00 550.00 550.00 550.00 1080 00 1080. 00 lOB0.00 1080.00 JB0.00 3BO.OO 380.00 J BO. 00 280 . 00 280. 00 280. 00 280. 00 280. 00 280. 00 280. 00 280. 00 570. 00 570. 00 570.00 570. 00 140. 00 140. 00 140. 00 140. 00 210 00 210. 00 210 00 210 00 145. 00 145. 00 145. 00 145. 00 XLCH 265 . 00 265. 00 265. 00 265. 00 100. 00 100. 00 100. 00 100. 00 112. 00 PAGE 25 PAGE 26 lBl.120 lBl .120 lBl .120 1B2. 400 1B2.400 1B2.400 1B2. 400 3520.00 3900. 00 4740.00 2575.00 3520.00 3900. 00 4740.00 1B5.500 2575.00 1B5.500 3520.00 1B5. 500 3900. 00 1B5.500 4740.00 lBB.000 2575 .00 lBB.000 3520.00 lBB. 000 3900. 00 lBB . 000 4 740. 00 190. BOO 2560. 00 190.BOO 3464.00 190.BOO 3B55.00 190.BOO 4675.00 193. 500 2560. 00 193.500 3464.00 193.500 3B55.00 193.500 4675.00 195.500 2560.00 195.500 3464.00 195.500 3B55.00 195. 500 4675. 00 197. 500 1050. 00 197.500 1391.00 197. 500 1536. 00 197.500 1B30 .00 20DEC99 SECNO 199.500 199. 500 199. 500 199. 500 203.500 203. 500 203.500 203.500 205. 500 205.500 205. 500 205. 500 207 .300 207.300 207.300 207.300 209. BOO 209. BOO 209. BOO 209 .BOO 211 . BOO 211.BOO 211. BOO 211. BOO 212.400 212.400 212.400 212.400 212.BOO 212. BOO 212. BOO 212.BOO 213.000 213. 000 213. 000 213. 000 215. 700 215. 700 215. 700 215.700 Q 1050 00 1391.00 1536.00 1B30.00 1050. 00 1391.00 1536. 00 1B30. 00 1050 . 00 1391. 00 1536. 00 1B30. 00 10 50.00 1391 00 1536 .00 1B30. 00 1050. 00 1391.00 1536 . 00 1B30.00 1050. 00 1391. 00 1536.00 1B30. 00 1050. 00 1391 .00 1536.00 1B30.00 1 050 . 00 1391.00 1536. 00 1B30. 00 10 50. 00 1391. 00 1 536. 00 1B30.00 1050.00 1391.00 1536. 00 1B30.00 2B6.06 2B5 .9B 2B5.BB 2B5. 77 2B6.95 2B7 .11 2B7. 71 2B7.14 2BB.3 1 2BB.59 2B9. 27 2BB.4 7 2 B9. 67 290. 02 290.76 2B9. 24 290. 34 290.67 291.30 2B9 .6B 290.74 29 1 . 07 291 .71 290.61 291 .70 292 .07 292 . 79 290.BB 292. 01 292 . 40 293.15 CWSEL 290 .92 292. 05 292. 45 293.20 291.B5 292. BO 293.15 293.B2 292.9B 293. 77 294.0B 294. 6B 293.75 29 4.43 2 94 .69 295 .16 295.96 296.93 297 . 31 29B .02 297 . 63 29B.4 B 29B .B4 2 99. 46 29B .75 2 99 .33 299 .53 2 99 .92 3 01 .40 301. 72 301.B2 301. 91 301. 69 302.24 302.4 5 302 .B3 301.9B 302 .56 302.7B 303.l B . 79 -. OB -.10 .00 . lB .16 .60 .00 1.17 . 29 . 67 . 00 .19 .35 . 74 .00 1.11 . 33 . 63 . 00 1. 06 . 33 .64 . 00 l. 09 . 37 . 72 . 00 1.13 . 39 .75 .B9 . 53 . 00 . 50 .B9 1 .13 . B4 1. 37 l. 36 . 4 B .55 .34 .36 1. 4 2 1. 4 9 . 76 . 6B . 65 . 54 .44 .40 .40 .41 .93 . 96 . 00 .OB .26 . 31 . 33 .36 DIFWSP DIFWSX .00 .04 1 .13 .04 . 39 . 04 . 75 . 04 . 00 . 93 . 95 . 75 .35 . 71 . 67 . 63 .00 .BO . 31 .60 .00 . 6B . 26 . 47 .00 . 97 . 3B . 71 .00 . B5 . 37 . 62 .00 .5B .19 .39 . 00 . 33 . 09 .10 . 00 .55 . 21 .3B .00 . SB . 22 .40 1.12 . 97 .93 .BS . 7B .66 . 61 .4 9 2 .21 2.50 2.62 2 .B 6 1 . 67 1. 55 l. 54 1. 45 1.12 . B6 . 6B .45 2.65 2.39 2.2 9 2 .00 .30 . 51 . 63 .92 .29 .32 .33 .34 .00 . 00 . 00 .00 .00 .00 . 00 .00 .00 . 00 . 00 . 00 . 00 .00 . 00 . 00 .00 . 00 . 00 . 00 . 00 . 00 .00 .00 . 00 . 00 .00 . 00 .00 . 00 .00 153.64 31.30 31. 30 B2. 27 152. B5 163 . B3 205. 15 96. 6B 130. 29 135. 40 147.17 205. 6B 3 96. BB 450.45 469. 32 204 .13 220. 21 227. lB 2 4 0. 74 131. 02 147 . 04 1 52 . 44 162.B4 156 . 72 221. 91 241. OB 251. B6 149 . 06 l BO. 51 202 .19 243.39 DIFKWS TO PW ID .00 153 .44 .00 175.16 . 00 1B3. 9B .00 200 .73 .00 90.53 .00 105 .Bl .00 111.41 .00 1 22.lB .00 . 00 .00 . 00 .00 . 00 . 00 .00 .00 . 00 .00 . 00 .00 . 00 . 00 . 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 .00 .00 93. 35 106. 30 112. 21 12B. 59 50. 02 5 4 .56 56. 27 59.42 54.49 60.96 63. 41 6B.14 6 4 .BB 75. 96 BO. 57 BB. 30 59 . 46 72 .04 76 .17 B4.51 137. 60 llB. 93 139 .2B 139. 67 15B. 60 1 7 4 . 30 177. B5 1B4. 55 134. 2B 1 44. 74 14B.5B 1 55. 61 112. 00 112 . 00 112 .00 100. 00 100. 00 100. 00 100. 00 300.00 300. 00 300. 00 300 . 00 250.00 250. 00 250. 00 250 00 2BO. 00 2BO. 00 2BO. 00 2BO. 00 270. 00 270. 00 270. 00 270. 00 200. 00 200. 00 200 . 00 200. 00 200. 00 200. 00 200. 00 200. 00 XLCH 200.00 200. 00 200 . 00 200. 00 400. 00 400. 00 400. 00 400. 00 225. 00 225. 00 225. 00 225. 00 lBO. 00 lBO. 00 lBO. 00 lBO. 00 250. 00 250. 00 250. 00 250. 00 200. 00 200. 00 200 . 00 200 . 00 60 . 00 60 .00 60. 00 60 .00 40. 00 40. 00 40 . 00 4 0.00 20. 00 20. 00 20 .00 20.00 270. 00 270. 00 270 . 00 270. 00 PAGE 27 Kimley-Horn and Associates , Inc. The Sei tz Gr oup Appendix B: Exhibit Maps,.Stream Profiles, and Cross-Sections Th e Seitz Group (Wolf Pen Creek) G :\HYDRO\projects\63006027\Re port\wlf_rp rt .doc Vicinity Map Floodplain Work Map Flood Profiles Cross Sections (Duplicate Effective) Cross Sections (Corrected Effective) Cross Sections (Proposed Project) Janu ary, 2000 VICINITY MAP WOLF PEN PLAZA WOLF PEN CREEK COLLEGE STATION, TEXAS / N.T.S. Kimley-Horn and Assoc iates , In c. T he Seitz Gro up (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc The Seitz Group Cross Sections (Duplicate Effective) January, 2000 g c: .Q -ro > Q) ill '<'------.09 ---"1 Wolf Pen Creek Geom: Duplicate Effective Mode l RS= 163 . \. . . . . I : \ : : : . . . ; ; . : ' . 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' ' . . . . . . . . . . . . . . 270 -"--t~t--+-+--;--t--+--t--i~-r-+--;--t--+--+~t--+--t--+--+--+--i~+-+--+-- 1400 1600 1800 Station (ft) 2000 2200 1 in Horiz . = 200 ft 1 in Vert . -3 ft I egena g c .Q iii > Q) u:i 2E 29 28 28 2 71 in Horiz . ~ g c .2 iii > Q) u:i Wolf Pen Creek Geom : Duplicate Effective Model RS= 175 .3 ~.09 -----l>J. !<;---.09 --4 111:Hil F1 !IHl !IHI H Gm"'d r + ' ' ' t ., + -----1--~I Ban~_Sta ; I --~ --; ---:------. -:-. . . . ------.. -- -- Legena 2 90 1 ! ,:i ·I ,_ ' 1 I-! l 1 l--1-, l-n 1-•-i 1 : 1 ---1-------.--- I ' . . . . I ' ' . ' I ' .. ' . . ' ' . ' I ' ' . : : : ' ' : : ' : : : : : : ' ' . : ' : : : : : : : ' : : : ' ' : : ' ~ : : : : . : : : ' . ' : : tJ : : i+f J1f rfl.1 'f !Jr !JJ 1 f if ::f • nu I_\ __ :_--~.-~ .... -~ J .. : .. -~ ..... : ... ~--~ .. j .. _ ..... : .. L; .... -~ .. : .. j---~ ..... : .. -~ .. ; .. j ..... ! ... : .. -~ .... L.~ .. : : 285 -"'\ ! : : : : . . ! . 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' . . .. ----· .. -·-. --------· ·-. -.. -·· ---. -. ---. --. -. -···. ----... -----. --.... ---.. --··· -----........... ---. --.. --.. --....... . . . . . ' ' . ' ' . . . ' ' . . . . . . ' 0 I : :• : ; : : : : I ' : ; : : : : : : . ' . ' ' ' . . .. ' ' ' ' . ' ' . . . ' ' ' . . . . ' . . . ' ' ' .. ' ' ' .. ' . 270 +-+->-+-+-+--+--+-+-t-l-+-+--+--+--t-+-r-+-+-j--+--+-+-t-l-+-+--+--+-+-+->-+-+-+--+-+-+ 1000 1200 1400 1600 1800 Station (ft) 2000 2200 2400 1 in Hanz. = 300 ft 1 1n Vert. -3 ft Kimley-Horn and Associates , Inc. The Seitz Gro up (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc Th e Seitz Gro up Cross Sections (Corrected Effective) January, 2000 ,,--..... +-' LL c 0 ·rl +-' co > QJ r-i w 283 280 277 274 271 WOLF PEN CR EEK PARK EXIS Cross-Sec ti o n 163 <J-------• 07 ------L>f----l<-r-------. 07 --------<~ Lf) D 268--+---~--~---~--~--~--~---~--~--~--~~--~---,----,-----; 1230 ----Bridge E9 E9 Ban ks 1330 1430 ·--------CWSEL 3 <J----C>Ma nning's 'n' 15 30 1630 1730 1830 1930 Distance (Ft) D. D. Encroachment s D, D,ET 3 --~G round Section ,,--..., +-' LL. c 0 ·rl +-' co > QJ rl w 286 283 280 277 274 WOLF PEN CREEK PARK EXIS Cross-Section 166.1 <:!---------------. 07 --------------!>f-+o-. 07 -c>I Lf) 0 508 708 908 1108 1308 1508 Distance (Ft) 1708 1908 ----Bridge EB EB Ban ks ·--------CWSEL 3 D, D, Encroachments D, D,ET 3 ---Ground Section <1--C>Manning's 'n' ,---.._ +-' LL c:: 0 ·rl +-' co > QJ r--i w 286 283 280 277 274 WOLF PEN CREEK PARK EXIS Cr oss-Section 171.8 <1-----------. 07 ------------t>f-------j<J--------. 07 -------C> Lf) 0 271 -1---~--~---~--~--~--~---~--~--~--~~--~--~--~-----i 1005 1105 1205 1305 1405 1505 1605 1705 Distance (Ft) - - - -Bridge EB EB Banks ·--------CWS EL 3 <J----C=>M anning's 'n' 6 6 Encroachments 6 6,ET 3 ---Ground Section WOLF PEN CREEK PARK EXIS Cross-Section 173.3 =>------------. 07 -------------f>H<l--. 07 -----c>I Lf) 291 287 ,........ +-' LL c 0 283 .,..., +-' co > Q) ,, w 279 275 548 -- - -Bridge EB EB Banks 0 I 748 948 1148 1348 1548 Distance (Ft) ·--------CWS EL 3 6 6 Encroachments 6, 6 ET 3 _ ~anning's 'n' 1748 1948 ----1Ground Section WOLF PEN CR EE K PARK EXIS Cross-Section 175 .3 <!------------. 07 -------------c>H<J--. 07 ---c>I Lf) 291 287 ,.,......_ +> LL c 0 283 ·.-I +> co > QJ rl w 279 275 559 - ---Bridge EB EB Banks 759 959 ---------CWS EL 3 <J----C>/vlanning's 'n' 0 ----------------------~--_____, 1159 1359 1559 Distance (Ft) 6 6 Encroachments 6 6,ET 3 1759 1959 ---Ground Section WOLF PEN CR EE K PARK EX I S Cross-Section 176.5 =>-----------. 07 _________ _,.-,,.f-----1-<:r-. 07 ---1>1 288 285 ,,......._ +-' LL c 0 282 ·rl +-' co > QJ rl w 279 276 470 - - --Bridge EB EB Banks 670 870 ·--------CWS EL 3 <J----C>Manning's 'n' Lf) 0 1070 1270 1470 Distance (Ft) 6 6 Encroachments 6 !::,ET 3 1670 1870 ---Ground Sect i on +-' LL c: 0 ·.-I +-' tU > Q) rl w 288 285 282 279 276 WOLF PE N CREE K PARK EXIS Cro ss -Se c ti on 179 .4 <J-----. 0 7 ------c> 1----l<J------• 07 ------<~ Lf) 0 2 7 3 -+---~--~---~--~--~-------------------~----------; 706 ----Bridge EB EB Ba n ks 906 1106 ·--------CWS EL 3 <J--C>M anning 's 'n' 1306 15 0 6 1706 190 6 2 106 Di stance (Ft ) 6. 6. Encroachments 6. 6. ET 3 ~-~Gr ou nd Section Kimley-Horn and Associates , Inc . The Seitz Gro up (W olf Pen C reek) G:\HYDRO\projects\63006027\Re port\wlf_rprt .doc The Seitz Group Cross Sections (Proposed Project) January, 2000 ,..., +> u... ....,, c 0 ..... +> 111 :::> Q) ..... w 283 280 277 274 271 WOLF PEN CREEK PARK POST Cross-Section 163 1<1-------• 07 -------c:>-l--1...::::'l--------• 07 ------__..,i:;:.- L() 0 . 268-+----r----.----..-----r-----r------..----.------.----.-----.----r----r-----r-----; 1230 · · · -··-Bridge $ $Banks 1330 1430 ----CWSEL 3 ~anning's 'n' 1530 1630 1730 1830 1930 Distance <Ft) 6 6 Encroachrrients I::!, l:!,ET 3 --~Ground Section 281 287 "' +" La.. ...,, c 0 283 ..... +" rd ::> QJ ...... w 278 275 WOLF PEN CREEK PARK POST Cross-Section 166.1 1<1---------------. 07 ----------------i>l-1~ l/') -9-I l/') (D 0 0 271-+------.---~---r---,-----r------r----r-------r---.,..-___..Jl.---r------ir-----.-----"T------1 508 -· · -··-Bridge $ $Banks 708 808 ----CWSEL 3 ..:j---l~>Manning' s 'n' 1108 1308 1508 1708 1808 Distance <Ft) 6 6 Encroachments 6 f:j,ET 3 ----1Ground Section ,,.... +> L.. "-" i: 0 ..... +> 111 ::> fJJ ...... w 281 287 283 278 275 WOLF PEN CREE K PARK POST Cross-Section 171.8 1~-----------. 07 ------------.f'::>-1--1...:j-. 065 ....P.I If) 0 . 271-+----..------.----...-----.----~----.----~--~---~--~----r----..-----r-------i 1005 · · · -··-Bridge $ $Banks 1105 1 205 ----CWSEL 3 ~anning 's 'n ' 1305 1405 1505 1605 1705 Distanc e <Ft ) 6 6 Encroachrnents 6 6ET 3 --~Ground Section 291 287 r. +" I.... '\../ ~ 0 283 ..... +" I'll :> Q) ...... w 279 275 WOLF PEN CREEK PARK POST Cross-Section 173.3 1-c:t-------------. 07 -------------=-1-1..c;:J-If) ~1 If) (.£) 0 0 271-+----.-----r----.-----..----.,.----.-----.----r----.-----r-----r------ir----r-------1 548 -· · -··-Bridge $ $Banks 748 948 ----CWSEL 3 ~anning's 'n' 1148 1348 1548 1748 1948 Distance <Ft ) 6 6 Encroachrtients 6 h,ET 3 --~Ground Section 291 287 ,,..._ ~ LL. '"" c 0 283 ..... ~ I'll ::> QI .... w 279 275 WOLF PEN CREEK PARK POST Cross-Section 175.3 1<1-------------. 07 ------------1'::>-l-l--- l/") l/") 0 (.[) 0 271-+----~--~----.----~--~----.----~------~---....----..-------.----....-----1 559 -· · -··-Bridge ffi ffi Banks 759 959 ----CWSEL 3 ~anning's 'n ' 1159 1359 1559 1759 1959 Distance <Ft ) 6 6 Encroach!Ylents 6 /j,ET 3 --~Ground Section WOLF PEN CREEK PARK POST Cross-Section 176.5 1<1------------. 07 ----------~1--1--- 288 285 ,..... +" Li.. ....,, !:: 0 282 ..... +" I'd :> (I.I ...... w 278 470 -· · -··-Bridge $ $Banks 670 870 ----CWSEL 3 ~anning's 'n' 1070 1.() I() 0 (D • 0 1270 Distance <Ft) 6. 6. Encroachments 6. 6. ET 3 1470 1670 1870 --~Ground Section ,.... +> L.... ....., l:: 0 .... +> rd ::> QJ ...... w 288 285 282 279 276 WOLF PEN CREEK PARK POST Cross-Section 179.4 1<'1------• 07 -----~1--1~>-----. 07 ------<l>-1 I/') 0 273-----..-----.-----r----..-----....----.----....-----.-----.----~------..-------....---...,....-----1 706 -· · -··-Bridge ffi ffi Banks 906 1106 ----CWSEL 3 <:>---c::>Manning's 'n' 1306 1506 1706 1906 2106 Distance <Ft) 6 6 Encroachrnents 6 6,ET 3 --~Ground Section