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6 Development Permit 460 Furrow's Expansion
... DEPARTMENT OF THE ARMY 'F 1 LE : K... eK...t)ws_ eX::'? A f'..l 'S 1 o,..J ~ P FORT WORTH DISTRICT , CORPS OF ENGINEERS P . 0 . BOX 17300 (~-e l..ol \ c:(.. L6\ Z. o~ 1-+A~..1.JEY i2'b ~sr A1'-l°l:l GATu'->~y fil\e.JC. 12.E~L...\S°"bt\.ll.S ~'J . FORT WORTH , TEXAS 76102-0300 R EPLY TO ATT E N T I ON O F · Operations Division Regulatory Branch SUBJECT: Project Number 199200308 Mr. Larry Wells Municipal Develovment Group 203 Holleman Drive East College Station , Texas 77840 Dear Mr. Wells : July 22 , 1995 Thank you for your letter of April 18 , 1995 , concerning a proposal to concrete line approximately 330 linear feet of the unnamed tributary of Carters Creek to control erosion of the channel on the 6.24 acre, Harvey Road East Subdivision , near the intersection of State Highway 30 and State Highway 6 East Bypass in College Station , Brazos County , Texas . This project has been assigned Project Number 199200308. Please include this number in all future correspondence concerning this project. Failure to reference the project number may result in a delay. We have reviewed this project in accordance with Section 404 of the Clean Water Act and Section 10 of the Rivers and Harbors Act of 1899 . Under Section 404 , the U. S. Army Corps of Engineers (USACE) regulates the di scharge of dredged and fill material into waters of the United States, including wetlands. Our responsibility under Section 10 is to regulate any work in , or affecting , navigable waters of th e United States. Based on your description of th e proposed work , and other information available to us , we have determined that this project will not involve activities subject to th e requirements of Section 10. However , thi s project will involve activities subject to the requirements of Section 404. Therefore , it will require Department of the Army authorization . We have determined that this project is authorized by nationwide permit 26 for Headwaters and Isolated Waters Discharges. To use this permit , the person responsible for the project must ensure that the work is in compliance with the specifications and conditions listed on the enclosure. Failure to comply with the se specifications and conditions invalidates the authorization and may result in a violation of th e Clean Water Act. -2- Please note that the discharge authorized by this permit, including all attendant features, must be part of a single and complete project. We have determined that the proposed project would cause the loss of approximately .10 acre of waters of the United States. Additional work on this tributary to Carters Creek that would result in a cumulative loss of waters of the United States between one and ten acres will require notification of the USACE in accordance with the "Notification" condition detailed in the enclosure . Additional work may require authorization by individual permit. Our verification for the construction of an activity under this nationwide permit is valid until the nationwide permit is modified, reissued, or revoked. All of the nationwide permits are scheduled to be modified, reissued or revoked prior to January 21, 1997. The USACE will issue a public notice announcing the changes when they occur. Furthermore , if you commence, or are under contract to commence, this activity before the date that this nationwide permit is modified or revoked, you will have twelve months from the date of the modification or revocation to complete the activity under the present terms and conditions of the nationwide permit. Continued confirmation that an activity complies with the specifications and conditions and any changes to the nationwide permit is the responsibility of the permittee. This permit should not be considered as an approval of the design features of any activity authorized or an implication that such construction is considered adequate for the purpose intended. It does not authorize any damage to private property, invasion of private rights , or any infringement of federal, state , or local laws or regulations. Thank you for your interest in our nation's water resources. If you have any questions concerning our regulatory program, please contact Mr. David Madden at the address above or telephone (817)334-4622 . If you would like more information about our nationwide permit program, please contact us and we will furnish you with a copy of the nationwide permit regulations. Sincerely, Wayne A. Lea Chief, Regulatory Branch Enclosure Copy Furnished: Mr. Rollin MacRae Texas Parks and Wildlife Department 4200 Smith School Road Austin , Texas 78744 -3- NATIONWIDE PERMITS 26 HEADWATERS AND ISOLA TED WATERS DISCHARGES Discharges of dredged or fill material into headwaters and isolated waters provided: a . The discharge does not cause the loss of more than 10 acres of waters of the United States ; b. The permittee notifies the district engineer if the discharge would cause the loss of waters of the United States greater than one acre in accordance with the "Notification" general condition. For discharges in special aquatic sites , including wetlands , the notification must also include a delineation of affected special aquatic sites, including wetlands. (Also see 33 CFR 330.l(e)); and c. The discharge, including all attendant features , both temporary and permanent, is part of a single and complete project. For the purposes of this nationwide permit, the acreage of loss of waters of the United States includes the filled area plus waters of the United States that are adversely affected by flooding , excavation or drainage as a result of the project. The ten-acre and one-acre limits of NWP 26 are absolute, and cannot be increased by any mitigation plan offered by the applicant or required by the DE. Subdivisions: For any real estate subdivision created or subdivided after October 5, 1984, a notification pursuant to subsection (b) of this nationwide permit is required for any discharge which would cause the aggregate total loss of waters of the United States for the entire subdivision to exceed one (1) acre. Any discharge in any real estate subdivision which would cause the aggregate total loss of waters of the United States in the subdivision to exceed ten (10) acres is not authorized by this nationwide permit; unless the DE exempts a particular subdivision or parcel by making a written determination that: (1) the individual and cumulative adverse environmental effects would be minimal and the property owner had , after October 5 , 1984 , but prior to January 21, 1992 , committed substantial resources in reliance on NWP 26 with regard to a subdivision , in circumstances where it would be inequitable to frustrate his investment-backed expectations, or (2) that the individual and cumulative adverse environmental effects would be minimal, high quality wetlands would not be adversely affected, and there would be an overall benefit to the aquatic environment. Once the exemption is established for a subdivision, subsequent lot development by individual property owners may proceed using NWP 26. For purposes of NWP 26, the term "real estate subdivision" shall be interpreted to include circumstances where a landowner or developer divides a tract of land into smaller parcels for the purpose of selling, conveying, transferring, leasing, or developing said parcels . This would include the entire area of a residential, commercial or other real estate subdivision , including all parcels and parts thereof. (Section 404) NATIONWIDE PERMIT CONDITIONS GENERAL CONDITIONS: The following general conditions must be followed in order for any authorization by a nationwide permit to be valid: 1. Navigation. No activity may cause more than a minimal adverse effect on navigation . 2. Proper maintenance. Any structure or fill authorized shall be properly maintained , including maintenance to ensure public safety. 3. Erosion and siltation controls. Appropriate erosion and siltation controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills must be permanently stabilized at the earliest practicable date . 4. Aquatic life movements . No activity may substantially disrupt the movement of those species of aquatic Jjfe . indigenous to the waterbody , including those species which normally migrate through the area , unless the activity 's primary purpose is to impound water. 5. Equipment. Heavy equipment working in wetlands must be placed on mats or other measures must be taken to minimize soil disturbance. 6 . Regional and case-by-case conditions . The activity must comply with any regional conditions which may have been added by the division engineer (see 33 CFR 330.4(e)) and any case specific conditions added by the Corps . 7 . Wild and Scenic Rivers . No activity may occur in a component of the National Wild and Scenic River System; or in a river officially designated by Congress as a "study river" for possible inclusion in the system , while the river is in an official study status. Information on Wild and Scenic Rivers may be obtained from the National Park Service and the U.S. Forest Service. 8 . Tribal rights. No activity or its operation may impair reserved tribal rights, includirig, but not limited to, reserved water rights and treaty fishing and hunting rights . 9 . Water quality certification. In certain states, an individual state water quality certification must be obtained or waived (see 33 CFR 330.4(c)). 10. Coastal zone management. In certain states, an individual state coastal zone management consistency concurrance must be obtained or waived . (see 33 CFR 330.4(d)). 11. Endangered Species. No activity is authorized under any NWP which is likely to jeopardize th e continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act , or which is likely to destroy or adversely modify the critical habitat of such species . Non-federal permittees shall notify the district engineer if any listed species or critical habitat might be affected or is in the vicinity of the project and shall not begin work on the activity until notified by the district engineer that the requirements of the Endangered Species Act have been satisfied and that the activity is authorized. Information on the location of threatened and endangered species and their critical habitat can be obtained from the U.S . Fish and Wildlife Service and National Marine Fisheries Service . (see 33 CFR 330.4(f)) 12. Historic orooerties. No activity which may affect Historic properties listed, or eligible for listing , in the National Register of Historic Places is authorized, until the DE has complied with the provisions of 33 CFR 325, Appendix C. The prospective permittee must notify the district engineer if the authorized activity may affect any historic properties listed , determined to be eligible, or which the prospective permittee has reason to believe may be eligible for listing on the National Register of Historic Places , and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(g)). 13. Notification . (a) Where required by the terms of the NWP, the prospective permittee must notify the District Engineer as early as possible and shall not begin the activity: (1) Until notified by the District Engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or (2) If notified by the District or Division engineer that an individual permit is required; or (3) Unless 30 days have passed from the District Engineer's receipt of the notification and the prospective permittee has not received notice from the District or Division Engineer. Subsequently, the permittee's right to proceed under the NWP may be modified , suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330 .5(d)(2). (b)-The notification must be in writing and include the following information and any required fees: (1) Name, address and telephone number of the prospective permittee; (2) Location of the proposed project; (3) Brief description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s), regional general permit(s) or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity; (4) Where required by the terms of the NWP, a delineation of affected special aquatic sites , including wetlands; and (5) A statement that the prospective permittee has contacted: (i) The USFWS/NMFS regarding the presence of any Federally listed (or proposed for listing) endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project; and any available information provided by those agencies. (The prospective permittee may contact Corps District Offices for USFWS/NMFS agency contacts and lists of critical habitat.) (ii) The SHPO regarding the presence of any historic properties in the permit area that may be affected by the proposed project; and the available information, if any, provided by that agency. (c) The standard individual permit application form (Form ENG 4345) may by used as the notification but must clearly indicate that it is a PDN and must include all of the information required in (b)(l)-(5) of General Condition 13. (d) In reviewing an activity under the notification procedure, the District Engineer will first determine whether the activity will result in more than minimal individual or cumulative adverse environmental effects or will be contrary to the public interest. The prospective permittee may, at his option, submit a proposed mitigation plan with the predischarge notification to expedite the process and the District Engineer will consider any optional mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects of the proposed work are minimal. The District Engineer will consider any comments from Federal and State agencies concerning the proposed activity's compliance with the terms and conditions of the nationwide permits and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. The district engineer will upon receipt of a notification provide immediately (e.g. facsimile transmission, overnight mail or other expeditious manner) a copy to the appropriate offices of the Fish and Wildlife Service , State natural resource or water quality agency , EPA , and, if appropriate, the National Marine Fisheries Service . With the exception of NWP 37 , these agencies will then have 5 calendar days from the date the material is transmitted to telephone the District Engineer if they intend to provide substantive, site-specific comments . If so contacted by an agency, the District Engineer will wait an additional 10 calendar days before making a decision on the notification . The District Engineer will fully consider agency comments received within the specified time frame, but will provide no response to the resource agency . The District Engineer will indicate in the administrative record associated with each notification that the resource agencies ' concerns were considered . Applicants are encouraged to provide the Corps multiple copies of notifications to expedite agency notification. If the District Engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects are minimal, he will notify the permittee and include any conditions he deems necessary. If the District Engineer determines that the adverse effects of the proposed work are more than minimal, then he will notify the applicant either: ( 1) that the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; or (2) that the project is authorized under the nationwide permit subject to the applicant's submitting a mitigation proposal that would reduce the adverse effects to the minimal level. This mitigation proposal must be approved by the District Engineer prior to commencing work. If the prospective permittee elects to submit a mitigation plan, the DE will expeditiously review the proposed mitigation plan, but will not commence a second 30-day notification procedure. If the net adverse effects of the project (with the mitigation proposal) are determined by the District Engineer to be minimal, the District Engineer will provide a timely written response to the applicant informing him that the project can proceed under the terms and conditions of the nationwide permit . .. (e) Wetlands Delineations: Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic site. There may be some delay if the Corps does the delineation . Furthermore, the 30-day period will not start until the wetland delineation has been completed. (t) Mitigaton : Factors that the District Engineer will consider when determining the acceptability of appropriate and practicable mitigation include, but are not limited to: (1) To be practicable the mitigation must be available and capable of being done considering costs, existing technology, and logistics in light of overall project purposes; (2) To the extent appropriate, permittees should consider mitigation banking and other forms of mitigation including contributions to wetland trust funds, which contribute to the restoration, creation, replacement, enhancement, or preservation of wetlands. Furthermore, examples of mitigation that may be appropriate and practicable include but are not limited to: reducing the size of the project ; establishing buffer zones to protect aquatic resource values; and replacing the loss of aquatic resource values by creating, restoring, and enhancing similar functions and values. In addition, mitigation must address impacts and cannot be used to offset the acreage of wetland losses that would occur in order to meet the acreage limits of some of the nationwide permits (e .g. 5 acres of wetlands cannot be created to change a 6 acre loss of wetlands to a 1 acre loss; however, the 5 created acres can be used to reduce the impacts of the 6 acre loss). SECTION 404 ONLY CONDITIONS: In addition to the General Conditions , the following conditions apply only to activities that involve the discharge of dredged or fill material and must be followed in order for authorization by the nationwide permits to be valid : 1. Water supply intakes. No discharge of dredged or fill material may occur in the proximity of a public water supply intake except where the discharge is for repair of the public water supply intake structures or adjacent bank stabilization . 2. Shellfish production . No discharge of dredged or fill material may occur in areas of concentrated shellfish production, unless the discharge is directly related to a shellfish harvesting activity authorized by nationwide permit 4 . 3. Suitable material. No discharge of dredged or fill material may consist of unsuitable material (e.g ., trash, debris, car bodies, etc .) and material discharged must be free from toxic pollutants in toxic amounts (see section 307 of the Clean Water Act). 4. Mitigation. Discharges of dredged or fill material into waters of the United States must be minimized or avoided to the maximum extent practicable at the project site (i .e. on-site), unless the DE has approved a compensation mitigation plan for the specific regulated activity . 5. Spawning areas. Discharges in spawning areas during spawning seasons must be avoided to the maximum extent practicable. 6 . Obstruction of high flows. To the maximum extent practicable, discharges must not permanently • or impede the passage of normal or expected high flows or cause the relocation of the water (unless the r purpose of the fill is to impound waters). 7. Adverse impacts from impoundments. If the discharge creates an impoundment of water, adv impacts on the aquatic system caused by the accelerated passage of water and /or the restriction of it~ be minimized to the maximum extent practicable. 8. Waterfowl breeding areas . Discharges into breeding areas for migratory waterfowl must the maximum extent prac ticable . 9. Removal of temporary fills . Any temporary fills must be r e moved in their entirety and the affected areas returned to their preexisting elevation. NATIONWIDE PERMITS The following is a listing of the Nationwide Permits currently in effect. l. AIDS TO NAVIGATION 2. STRUCTURES IN ARTIFICIAL CANALS 3 . MAINTENANCE 4. FISH AND WILDLIFE HARVESTING, ENHANCEMENT , AND ATTRACTION DEVICES AND ACTIVITIES * 5 . SCIENTIFIC MEASUREMENT DEVICES 6. SURVEY ACTIVITIES *7 . OUTFALL STRUCTURES 8. OIL AND GAS STRUCTURES 9 . STRUCTURES IN FLEETING AND ANCHORAGE AREAS 10. MOORING BUOYS 11. TEMPORARY RECREATIONAL STRUCTURES 12. UTILITY LINE BACKFILL AND BEDDING *13 . BANK STABILIZATION *14. ROAD CROSSING 15. U.S. COAST GUARD APPROVED BRIDGES 16 . RETURN WATER FROM UPLAND CONTAINED DISPOSAL AREAS *17. HYDROPOWER PROJECTS *18 . MINOR DISCHARGES 19 . 25 CUBIC YARD DREDGING 20. OIL SPILL CLEANUP *21. SURFACE MINING ACTIVITIES 22. REMOVAL OF VESSELS 23 . APPROVED CATEGORICAL EXCLUSIONS 24 . STATE ADMINISTERED SECTION 404 PROGRAMS 25 . STRUCTURAL DISCHARGE *26 . HEADWATERS AND ISOLATED WATERS DISCHARGES 27 . WETLAND RESTORATION ACTIVITIES 28 . MODIFICATIONS OF EXISTING MARINAS 29 . RESERVED 30. RESERVED 31. RESERVED 32 . COMPLETED ENFORCEMENT ACTIONS *33. TEMPORARY CONSTRUCTION AND ACCESS *34 . CRANBERRY PRODUCTION ACTIVITIES 35 . MAINTENANCE DREDGING OF EXISTING BASINS 36. BOAT RAMPS *37. EMERGENCY WATERSHED PROTECTION *38 . CLEANUP OF HAZARDOUS AND TOXIC WASTE 39. RESERVED 40. FARM BUILDINGS * These Nationwide permits may require that notification be provided to the U S Army Corps of Engineers . ---------- ... t' . , .. DEPARTMENT OF THE ARMY FORT WORTH DISTRICT , CORPS OF ENGINEERS P . 0 . BOX 17300 REP LY T O A TTE NTI ON OF : Operations Division Regulatory Branch FORT WORTH , TEXAS 76102-0300 July 21, 1995 J e cr\,f\_CA_ I _L ~ ~ ~ °'-~ c~ct (''C\ ~ s +o SUBJECT : Project Number 199200308 £_ :\ \ ~q-z._\o00<.90\vo-:l~'B\vwv \.a..~\ Mr. Larry Wells Municipal Development Group 203 Holleman Drive East College Station, Texas 77840 Dear Mr. Wells: ~ ~ ~ z. ~i,c.,'.s ~-k -e~v~~ Thank you for your letter of April 18, 1995 , concerning a proposal to concrete line approximately 330 linear feet of the unnamed tributary of Carters Creek to control erosion of the channel on the 6 .24 acre, Harvey Road East Subdivision, near the intersection of State Highway 30 and State Highway 6 East Bypass in College Station, Brazos County, Texas. This project has been assigned Project Number 199200308. ~lease include this number in all future correspondence concerning this project. Failure to reference the project number may result in a delay. We have reviewed this project in accordance with Section 404 of the Clean Water Act and Section 10 of the Rivers and Harbors Act of 1899 . Under Section 404 , the U. S. Army Corps of Engineers (USACE) regulates the discharge of dredged and fill material into waters of the United States, including wetlands. Our responsibility under Section 10 is to regulate any work in, or affecting, navigable waters of the United States . Based on your description of the p roposed work, and other information avail~.ble to us, we have determined that this project will not involve activities subject to the requirements of Section 10. However , this project will involve activities subject to the requirements of Section 404. Therefore, it will require Department of the Army authorization . We have determined that this project is authorized by nationwide permit 26 for Headwaters and Isolated Waters Discharges. To use this permit, the person responsible for the project must ensure that the work is in compliance with the specifications and conditions listed on the enclosure. Failure to comply with these specifications and conditions invalidates the authorization and may result in a violation of the Clean Water Act. Our verification for the construction of an activity under· this nationwide permit is valid until the nationwide permit is modified, reissued, or revoked. All of the nationwide permits / 12 /22 /95 11 :50 FAX 4 09 693 42 4 3 M D G MUNICIPAL DEVELOPMENT GROUP 203 Holleman Jive East• College Statiorr, Tuas 77840 • 409-693-5359 •FAX: 409-693-4243 I FAX# TO Engi~eering. Surveying, Planning and Environmental Consultants JfA--?JM~ NO. PAGES TO FOLLOW __ DATE ( l.-Z."2. -'7'-S ~,...l,lc..A.: Me,?.~ If there is a problem with this transmission, please call :us at 409-693-5359. I CONFIDENTIALIITNOTICE: This facsimile message and accompanying communication and/or documents .are interidedfor the erclusive and confidential use of the individual or entity to which I . the message is addr ssed ,Jl COJ4JdENTS. __ ~-•---------------------------------------------- I ~001 .. 12 /22 /95 1.1 : 50 FAX 409 693 4243 M D G · MUNIJCIPAL DEVELOPMENT GROUP 203 Hdlleman Drive East· College Station, ru.as 7784() • 4 ()9-693-5359 ·FAX: 4n9-693-4243 I ~ngineering. Surveying, Planning and Environmental Consultants December 22 , 1995 Veronica Morgan, P .E . Asst. City Engineer I Cicy of College Stati~n Post Office Box 996q College Station, TX r 842·9960 Re : Furrow Expansion: Inlet grates used in lieu of specified ring aod cover. Dear Veronica: John Logan of the Ciry of College Station has brought it to the attention of interested parties that two inlet grates at the Furrow Expansio~ Site have been installed where rings and covers were specified. The change has necessitated this letti:!r . I The drainage for the Furrow Expansion was constructed as designed less the substitution of the inlet grates for rings and covers. The inle~ grates will not actually receive runoff due to the elevations of the grates and therefore not increase the inflow in~o the 24 in . RCP storm sewer culvert. (Please refer to the approved Drainage Report for the Furrow Expansion an~ specifically the depicted drainage Areas I, II, ill and TV .) The entire impervious portion of Area Ill is designed ahd constructed to enter the side of the southern junction box via a concrete flume . The landscaped area (in the vicinity of the storm sewer between the back of curb and the property line) originally sheetflowed to the eJt and will continue to do so under constn1cted expansion . This green area was included in Area Ill to insure a c6nservative design capacity for the culvert. lo. conclusion, the su L titution of inlet grates does nor alcer the drainage design. Please call if we can be of fwther assistance concerning this project . · Sincerely, I ~4J4 North B. Bardell, Jr. P.E . No . 60873 cc John Gale -JHW h lt>: f1ivro LU~ 6( p YUP ~002 Flood Plain -Floodway Determination For a Portion of Carter's Creek & Carter's Grove Prepared for: PAYLESS CASHWAYS (FURROWS) A Resubclivision of Lot 1, Harvey Road East Subdivision Richard Carter League -Abstract No. 8 College Station, Brazos County, Texas Prepared by: Municipal Development Group 203 Holleman Drive East College Station, Texas 77840 Page 1 1 1 2 Appendix 11 A" Appendix 11 B" Appendix 11 C 11 Appendix 11 D" Appendix "E" Appendix "F" Appendix "G" Appendix "G-1" Appendix "H'' Appendix "I" Appendix 11 J" Table Of Contents Description Project Location Project Description Project Objective Summary Project Location & Vicinity Map Site Plan Grading, Drainage & Erosion Control Plan Topographic Map FEMA Flood Plain Map Carter's Grove Tributary Cross-Sections (Current Conditions) Carter's Grove Tributary Cross-Sections (Proposed Encroachments) Carter's Grove Flood Plain I Floodway Map Carter's Grove Water Surface Profiles (Current Conditions) Carter's Creek Water Surf ace Profiles (Existing Conditions) Carter's Creek Tributary Water Surface Profile (Per Modifications This Report) TOC-1 Page Appendix "K" Appendix "L" Appendix "M" Appendix "N" Table Of Contents (Continued) Description HEC-2 Floodway Analysis For Carter's Creek (Current FEMA) HEC-2 Floodway Analysis For Carter's Creek (As Per Modifications This Study) HEC-2 Flood Plain Analyses For Carter's Grove Tributary (Current FEMA) HEC-2 Floodway Analyses For Carter's Grove Tributary TOC-2 Location Of Project: Flood Plain -Floodway Determination For A Portion Of Carter's Grove Tributary To Carter's Creek Associated With A Resubdivision Of Lot 1, Harvey Road East Subdivision Richard Carter League -Abstract No. 8 College Station, Brazos County, Texas The subject project lies near the northeast comer of the intersection of Texas State Highway No. 6 East Bypass and Texas State Highway No. 30 commonly known as Harvey Road (See Appendix "A" Project Location & Vicinit;y Map and Appendix "B" Site Plan). The same project lies on the southwest side of Carter's Creek and is partially located in the Carter's Creek 100-year flood plain fringe . A tributary of Carter's Creek which extends into the Carter's Grove Addition crosses the southeastern boundary of the project. Upon intersection with the northwest side of Texas State Highway No. 30 the Carter's Grove tnlmtary meets it's confluence with Carter's Creek approximately 1500 feet downstream from the subject project. Project Description: The project consists of the placement of compacted fill within the fringes of the above mentioned flood plains. Installation of pavement and the construction of a 40' x 250' "T" canopy structure and a 24' x 350' commodity storage building are included in this phase of the project (See Appendix "C" Grading, Drainage & Erosion Control Plan). Also included is the construction of an "on-site" detention facility to control the excess stormwater run-off subsequent to the completion of the project. Computations for the same detention facility are by Municipal Development Group under separate cover and available to City staff upon request. Study Objective: The main objective ofthis report and included data is to establish a base model of Carter's Grove tributary to Carter's Creek which is consistent with the FEMA flood plain maps for same area and to examine that reach of same Carter's Grove tributary to Carter's Creek from the upstream side of Texas State Highway No. 30 and extending upstream to the location where same Carter's Grov e tributary crosses under the east frontage road of Texas State Highway No. 6 East Bypass. Due to the location of the subject project as indicated above is necessary to first establish a computer base model utilizing HEC-2 to determine the limits of the present 100-year flood plain and floodway limits for Carter's Creek in the vicinity of the project. Secondly, the limits of the 100-year flood plain and floodway for the Carter's Grove tributary will also be determined by employing same HEC-2 modelling methods. Once the models for Carter's Creek and the Carter's Grove tnbutary have been compiled modification to the basin associated with the construction of the subject property will be input in to the base model to determine the effects of the proposed construction upon the Carter's Creek & Carter's Grove tributary 100-year flood plains. FEMA cross-sections for Carter's Creek may be referred in Appendix "E". These cross-sections were taken from previous flood study reports as reports as prepared by the U .S. Army Corps of Engineers and Turner Collie & Braden. Modified cross-sections for Carter's Creek and Carter's Grove tributary are located in Appendix "E-1" and Appendix "F", respectively. The modifications referred to the proposed construction and the associated fill to be placed therewith. Actual "on-the-ground" cross-sections were acquired for this study in the vicinity of the subject project with previous data being taken from the above referenced previously prepared flood studies. The current Flood Insurance Study for Brazos County and Incorporated Areas was used to acquire present peak flood discharge rates at specific cross-section locations with Wolf Pen Creek-Carter's Creek confluence being a known reference point from which to start the computations and simulations contained herein. Modelling of Carter's Creek starts at the confluence with Wolf Pen Creek (Carter's Creek River Mile 10.56) and proceeds upstream past Texas State Highway No. 30 (Carter's Creek River Mile 11.88) and ends at Carter's Creek River Mile 12.37. Carter's Grove tnbutary is modelled from it's confluence with Carter's Creek at Carter's Creek River Mile 11.98 and runs upstream to Carter's Grove tributary River Mile 0.560. Included within the above mentioned models are the complete drainage structures at Texas State Highway No. 6 East Bypass and the drainage structure at Texas State Highway No . 30 . Summary: Upon completion of the Carter's Creek model, a water surface elevation for the 100-year storm was determined at the upstream side of Texas State Highway No. 30 (Carter's Creek River Mile 11.91). This same elevation (256.31) was used as the starting water surface elevation for subsequent 100-year water surface analyses associated this the Carter's Grove tributary to Carter's Creek. At present, officially only a 100-year flood plain has been established by FEMA for the Carter's Grove tributary to Carter's Creek. No specific cross-sections, water surface elevations or floodway delineations are presented for same Carter's Grove tributary to Carter's Creek as part of the FEMA maps for same Carter's Grove tributary area. Appendix "M" presents data which models the existing conditions within the Carter's Grove tributary. Target elevations were tested at each cross-section along the study reach of Carter's Grove and tested to determine if the one foot ( l ') rise in water surface had been reached or exceeded. Based on upstream development within the Carter's Grove tributary being fairly complete ultimate basin development conditions are assumed to have occurred. In conclusion, over-bank areas within the study reach may be filled to desired levels without significantly effecting the flow characteristics of the study reach of Carter's Grove tributary or Carter's Creek flood plain. Appendix "A" Project Location & Vicinit.y Mav Appendix "A" VICINITY MAP /. / ~ Appendix "B" Site Plan Appendix "B" Appendix "E" FEMA Flood Plain Map Appen dix "E" . t. ' . 1 ·" .. _ .. _ "'t, <ii!•;(' •'-.;.,.. ....,,': ....-.* ,_......._ .._ ••• .,.t: r~:'; ~· : i \ . ., i..' • ~ ZONE X 0 NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP BRAZOS COUNTY , TEXAS AND INCORPORATED AREAS PANEL 142 OF 250 (SEE MAP IN DE X F OR PA N ELS NOT P AI N TED) CONTAIN S: COMMUN ITY BRYAN . CITY OF COLL EGE STATION . CIT Y Of UNI NC OR PORA TE D AREA S HUMBE R PAN EL SUFFIX 480082 014 2 4800 83 014 2 4811 95 014 2 Notice 10 User : Th e MAP NU MBER shown below sh ould be use d when placing map orde rs ; the COMM UN ITY NUM BER show n above shoul d be use d on ins uranc e appli ca tion s for the subject commun ity . MAP NUMBER 48041 C0142 C EFFECTIVE DATE : JULY 2, 1992 F ederal Emerge n cy Management Agency Appendix ''F'' Carter's Grove Tributary Cross-Sections (Current Conditions) Appendix ''F' Cross Section Section 1 255 ,,--...... ..+-) c+-i '---"' ~ 250 0 • ,.....-! ..+-) ro 245 ~ Q) ~ ~ 240 235'--~__._~~_._~~-L-~~-'-~~-'--~--''---~~~~~~---' 500 1000 1500 2000 2500 3000 3500 4000 4500 . 5000 Offset (ft) Cross Section Section 2 258 ~ .+-) ~ 256 '..__/ ~ 0 254 • r--t .+-) cd ~ Q) 252 ,.........t ~ 250 248~~~~~~~~~~~~~~~~~~~~~~~~ 600 800 1000 1200 1400 1600 . 1800 Offset (ft) Cross Section Section 3 258 ,...-.... +> c+--1 ...__.,, ~ 256 0 • l""""'I +> ro 254 p. Q) r--i ~ 252 250'--~~--L-~~---''--~~-'--~~---'~~~_.__~~--"~~----' 800 900 1 000 11 00 1 200 1 300 1 400 1500 Off set (ft) . .. Cross Section Section 4 260 ,,....-....,, +J c+-t 258 '-"' ~ 0 256 • ,....-i +J ro ~ 254 Q) r---i µ::i 252 250'--~_._~~-'--~-'--~~-i--~--'-~~_,_~~-'--~_._~~-L--~--' 1000 1 050 11 00 11 50 1200 1250 1300 1350 1400 1450 1500 Off set (ft) J ' ~· Cross Section Section 5 260 ,....-._ ..+--) 4-1 258 .....__,, ~ 0 256 . ,.....; ..+--) ro pi. Q) 254 r--1 ~ 252 250.__~_._~~_.._~~~~-'-~~~~_._~~_,__~_._~~-'--~--' 1000 1 050 1100 1150 1200 1250 1300 1350 1400 1450 1500 Off se.t (ft) Cross Section Section 6 260 ,,--...., +.) 4-t 258 .........._,, ~ 0 256 • l""'"1 +.) CT] ~ 254 Q) ,......-1 ~ 252 250L.-~~~~-'--~-'-~~_.__~___.~~_,_~~_.__~~~~-L-~__. 1000 1 050 1100 1150 1200 1250 1300 1350 1400 1450 1. 500 Offset (ft) Cross Section Section 7 260 ,,--....,. +..J c.+-t 258 ......__.., ~ 0 256 • r--1 +..J cU ~ Q) 254 ,---; ~ 252 250'--~_._~~"'--~___._~~-'--~_,_~~-L--~___._~~_,_~_._~___. 1 000 1 050 1100 1150 1200 1250 1300 1350 1400 1450 1500 Offset (ft) I , M Cross Section Section 8 260 ~ +..) tH 258 '-" ~ 0 256 • r--1 +..) ro P> Q) 254 r--1 ~ 252 250.__~~~~..__~~~~~~~~~~~~~~~~~~~ 1 000 1050 11 00 1150 1200 1250 1300 1350 1400 1450 1500 Off set (ft) Cross Section Section 9 260 ~ ..+-) 4--i 258 ..._.... ~ 0 256 • ,.......j ..+-) ro P>· 254 Q) ,........., ~ 252 250'--~_._~~-'-~~~~-L-~__,-'--~~~~-'--~-'-~~-'-~--' 1 000 1050 11 00 1150 1200 1250 1300 1350 1400 1450 1500 Off set (ft) . .. 260 ~ 0 256 • r--i +.:> cO P>-254 Q) ,......-i µ::i 252 Cross Section Section 10 250'--~~--'~~~~~~~~~~~~~~~~~~~~ 1000 1100 1200 1300 1400 1500 1600 Offset (ft) Appendix "G" Carter's Grove Tributary Cross-Sections With Proposed Encroachments Appendix "G" Cross Section Section 1 255 ,,,--..... ..+-) ~ "'-"" ~ 250 0 • r--1 ..+-) ro 245 p. Q) r--! ~ 240 235'--~-'-~~~~~_.__~__._~~~~~~~~~~~~~ 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 Off set (ft) Cross Section Section 2 258 ,--...... ~ ~ 256 '-.._/ ~ 0 254 •M ~ ro P> Q) 252 ~ µ::J 250 248'--~~~"--~~---""--~~---"~~~~~~~~~~~~ 600 800 1000 1200 1400 1600 1800 Off set (ft) Cross Section Section 3 258 ~ +> c+--1 .........._,,, ~ 256 0 • .....-i +> cd 254 P> Q) ,......-! ~ 252 250.__~~_.__~~--4-~~~_.__~~--L-~~~-L---~~----L-~~--' 800 900 1 000 11 00 1 200 1 300 1 400 1 500 Off set (ft) Cross Section Section 4 260 ,.--...... ..+-) tt---1 258 "'--" ~ 0 256 • r--1 ..+-) ro >-254 Cl) ,.........-! ~ 252 250 ~~_._~__._~~-'-~___._~~~~~~~~~~~~~~ 1 000 1 050 11 00 1150 1 200 1 250 1 300 1 350 1400 1450 1500 Offset (ft) Cross Section Section 5 260 ~ +.:> ~ 258 ""--"' ~ 0 256 • l"""""I _,_:> ca P> 254 Q) r---1 ~ 252 250'--~~~~~~~~~-L-~----L-~~-'-~~~~_,_~~~----" 1 000 1 050 11 00 1150 1 200 1 250 1300 1 350 1 400 1 450 1500 ' Off set (ft) I ' ~\ Cross Section Section 6 260 ,,--...... -f-) c+-t 258 '--" ~ 0 256 • ,.....-! -f-) ro ~ 254 Q) ,....--; ~ 252 250.____~_,_~~-L--~--I-~~-'--~-'--~~_.__~_..._~~--'--~__._~___. 1 000 1 050 11 00 1150 1200 1250 1 300 1350 1 400 1450 1 500 Off set (ft) Cross Section Section 7 260 ,,,.--.... ..+-) ~ 258 ..._,., ~ 0 256 • ,....-l ..+-) ro ~ 254 Q) ~ µ=i 252 250'--~~~~'--~~~--"'--~~~--"'--~~~---~~~~~ 1 000 1 050 11 00 1150 1200 1250 1300 1350 1400 1450 1500 Off set (ft) Cross Section Section 8 260 ~ ..+-) f+-1 258 '--" ~ 0 256 • l""""I ..+-) m l> 254 CJ) r---1 ~ 252 250--~_._~~"--~_._~----~_._~----~-'--~--'~~_,_~_.. 1 000 1 050 11 00 1150 1200 1250 1 300 1350 1400 1450 1500 Off set (ft) Cross Section Section 9 260 ,,..--....,. +.l ~ 258 ..._,., ~ 0 256 • r--1 +.l ro ~ 254 Q) r---1 ~ 252 250~~~~~~~~~~~~~~~~~~~~~~~~~ 1 000 1 050 11 00 1150 1200 1 250 1 300 1 350 1 400 1 450 1500 Offset (ft) . •. Cross Section Section 10 260 ~ -f-l c+-; 258 .....__,, ~ 0 256 • ,.....-i -f-l rd ~ 254 Q) ,...--1 ~ 252 250'--~~~~~~~~~~~~~~----'~~~~~~~--' 1000 1100 1200 1300 1400 1500 1600 Offset (ft) Appendix ''G-1 '' Carter's Grove Flood Plain /Floodway Map Appendix "G-1 " Appendix "H" Appendix "H" Carter's Grove Water Suiface Profiles (Current Conditions) 260.00 255 .00 -~ 250.00 ....... c 0 :;:: 0 > ~ 245.00 240 .00 235.00 / , / ,,,, 0 Carter's Grove Tributary To Carter's Creek-100 Yr. Water Surface Profile (Existing Conditions) / / / / , / , / , / , 200 400 600 800 1000 Channel Reach (In Feet) Existing 100-Yr . Water Surface Profile ---Flowline Of Channel (Invert) 1200 260 .00 255 .00 -~ 250.00 -c: 0 :;:::: 0 ~ 245.00 w 240.00 235 .00 - / , 0 Carter's Grove Tributary To Carter's Creek-100 Yr. Water Surface Profile (With Channel Encroachments) v I' ----, - ~ - / ~ / ~ / , / , / ~ 200 400 600 800 1000 Channel Reach (In Feet) Exist inglOO-Yr. Water Surface Profile ---Flowl ine Of Channel (Invert) 1200 sazyo.1.d nvflns .1.aJt>M )/Ja.1.j s,.1.aJ.J.Vj ulu X!puaddV Existing Carter's Creek 100-Year Water Surface Profile 260 ,_ --_ ...... -255 i.- L..-... ~ - 250 _....,... L.,..--Vi -E - L.,..- L,...- 1..,..-' c 245 0 :;::: '---.... 1 ...... -0 1-> Q) w i...- I 240 ' ' I !.--I' j ---1 _i--l !.--IU '----235 - 230 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 Channel Reach (In Feet) ---Flowline Of Channel (Invert) Existing 100-Year Water Surface Profile Appendix "J" Carter's Creek Tributary Water Surface Pro.fUes (As Per Proposed Modifications This Report) Appendix "J" Existing Carter's Creek 100-Year Water Surface Profile With Over-Bank Modifications 260.00 255 .00 ----- ........ ............ -......... 250 .00 ---,....... !....-"~ -u; I...--' -E -/ / c 245 .00 0 :;::: ~ ---~ .. 0 > Cl> ~,,. ~ w I 240 .00 , ' ~--' .~ ~--I -~ I""""" .I 235 .00 i--.. .--~ 230.00 0.00 1000 .00 2000 .00 3000.00 4000.00 5000 .00 6000.00 7000.00 8000 .00 9000 .00 10000.00 Channel Reach (In Feet) ---Flowline Of Channel (Invert) Existing 100-Year Water Surface Profile Appendix "K" HEC-2 Floodwa.y Analysis For Carter's Creek (Current FEMA) Appendix "K" 1****************************************************** 1 * WATER SURFACE PROFILES * VERSION OF NOVEMBER 1976 * UPDATED MAY 1984 * IBM-PC-XT VERSION * RUN DATE 10 /02 /94 TIME 06:18:59 * * * * * ****************************************************** x x x x x x xxxxxxx x x x 10 /02 /94 06:18:59 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01,02,03 ,04,05,06 MODIFICATION -50 ,5 1 ,52 ,53,54 ,55,56 IBM-PC-XT VERSION ************************************************** x x x xxxxxxx x x xxxx x x xxxxxxx c Tl T2 T3 HYDRAULIC ANALYSIS OF CARTER'S CREEK AND TRIBUTARIES FLOOWAY DETERMINATION -SEPTEMBER , 1994 METHOD 4 Jl I CHE CK INQ NINV IDIR STRT METRIC xxxxx x x x x xxxxx x x x xxxxx HVINS Q xxxxx x x x xxxxx x x xxxxxxx *************************************** * U .S. ARMY CORPS OF ENGINEERS * * THE HYDROLOGIC ENGINEERING CENTER * * 609 SECOND STREET , SUITE D * * DAVIS , CALIFORNIA 95616 * * (916) 440 -2105 (FTS) 448-2105 * *************************************** PAGE 1 THIS RUN EXECUTED 10 /02 /94 06 :18:59 WSEL FQ 0. 6. 0. 0. .000000 .00 . 0 0 . 246.250 .000 J2 NPROF I PLOT PRFVS XSECV XSECH FN 1 .000 .000 -1 .000 .000 .000 .000 J3 VARIABLE CODES FOR SUMMARY PRINTOUT QT ET NC 200.000 6.000 .000 .080 38.000 53.000 13800 .000 19250.000 .000 .000 .080 .060 54 .000 4.000 .000 21800.000 .000 .100 36830.000 .000 .300 ALLDC .000 .000 2 1 800.000 .000 .000 IBW .000 .000 21800.000 -1 0.400 .000 RIVER STATION 10.56 IS THE SECTION PRIOR TO THE WOLF PEN CREEK JUNCTION 1 Xl GR GR GR GR GR GR GR Xl GR GR GR GR GR GR GR GR GR GR GR 10.560 32.000 3085 .000 3175.000 400.000 400 .000 400.000 260.000 1000.000 256.000 1100 .000 254.000 1175 .00 0 248.000 248 .000 242 .000 233 .5 00 238.000 250.000 258.000 10.890 264.000 254.000 250.000 2 38 .000 246.000 248.000 252.000 252.000 248 .000 246.000 264.000 1890.000 2675 .000 3 1 24.000 4070.000 4435 .000 4690.000 51.000 1 000.000 1260 .000 1840.000 2375.000 2650.000 3795.000 4510.000 4870 .000 5595 .000 5820.000 6290.000 246 .000 244.000 234 .000 238.000 252.000 260.000 2350.000 262.000 252.000 252.000 236.5 00 244.000 254.000 252.000 250.000 250.000 248.000 .000 1930.000 2810.000 3125 .000 4095.000 4475.000 4750 .000 2430 .000 1035.000 1315.000 1 865.000 2376.000 3250.000 3940 .000 4525 .000 4960.000 5620 .000 5960 .000 .000 244.000 244.000 246.000 240.000 254.000 .000 975.000 260.000 252.000 252.000 236.500 244.000 256.000 254.000 248.000 250 .000 248.000 .000 1 975.000 3085.000 3 15 0.000 4100.000 4520 .000 .000 1 300 .000 1 095.000 1400.000 1 940.000 24 1 4.000 3280.000 4000.000 4550.000 5200.000 5770.000 6075.000 .000 244.000 234.000 244.000 244.000 256.000 .000 1750.000 258.000 250.000 250.000 238.000 244.000 256.000 256.000 246.000 244.000 250.000 .000 10 /02 /94 06:18 :59 Xl GR GR GR 10.990 264.000 256 .000 237.500 29.000 1000.000 2300.000 3212.000 3180.000 262.000 250.000 237.500 3250 .000 1065 .000 2500 .000 3233 .000 550.000 260.000 248.000 240.000 550 .000 1210.000 28 1 0 .000 3235.000 550.000 258.000 248.000 246.000 CHNIM I TRACE .000 .000 .000 .000 .000 .000 14 80.000 2295.000 3105.000 3 1 75.000 4155.000 4540.000 .000 .000 1115.000 1540 .000 2020 .000 2415 .000 3670 .000 4280 .000 4660 .000 5410.000 5780 .000 6160.000 .000 .000 1310.000 3180.000 3250 .000 .000 .000 .000 .000 .000 .000 248.000 242.000 233.500 244.000 246.000 258.000 .000 .000 256.000 250.000 248.000 246.000 246.000 254.000 256.000 246.000 244.000 252.000 .000 .000 256 .000 240.000 2 4 6 .000 .000 .000 .000 .000 1725.000 2380.000 3106 .000 4040 .000 4335 .000 4560 .000 .000 .000 1170.000 1560.000 2350 .000 2430 .000 3730.000 4370 .000 4750 .000 547 0 .000 5810 .000 6230.000 .000 PAGE .000 1520 .000 3210.000 3570.000 2 1 GR GR GR Xl GR GR GR GR GR GR NC Xl GR GR GR GR Xl GR GR GR GR GR Xl GR GR GR GR GR QT ET Xl GR GR GR GR GR GR NC 246.000 256.000 262.000 11.130 264.000 248.000 248.000 244.000 254.000 260.000 .08 5 11 .330 264 .000 254.000 250.000 256.000 11.560 266.000 240.150 250.000 252.000 262.000 1 1.660 270.000 254.000 250.000 258.000 266.000 6.000 .000 11.820 270.000 258.000 264.000 240.300 250.000 268.000 .085 3595.000 4750.000 5340.000 28.000 1000.000 1565.000 1620 .000 2490.000 3090.000 3645.000 .085 20.000 10 00.000 1261 .000 1937.000 2658.000 23.000 1000.000 1480 .000 2694.000 3085.000 3940.000 23.000 1000.000 1712.000 2309 .000 4068.000 4826.000 11040.000 .000 27.000 1000.000 2263.000 2913.000 3710.000 5047.000 6245.000 .085 246.000 258.000 260.000 1565.000 262.000 240.000 248.000 246 .00 0 256.000 262.000 .060 1870 .000 262.000 252.000 250.000 258.000 1185.000 264.000 250 .000 252.000 254.000 264.000 1797.000 268.000 250.000 250.000 260.000 268.000 15530.000 .000 3700.000 266.000 260.000 250.000 240.300 250.000 270.000 .060 4320.000 4775.000 5530.000 1620.000 1045.000 1570.000 2020.000 2500.000 3150.000 3665.000 .100 1937 .000 1061 .000 1309.000 2000.000 2821.000 1481.000 1069.000 1481.000 2760.000 3151.000 4043.000 2227.000 1100.000 1797.000 3536.000 4184.000 5323.000 177 20.000 .000 3752.000 1102.000 2482.000 3019.000 3742.000 5202.000 6361.000 . 300 248.000 260 .000 262 .000 300.000 260.000 238.000 246.000 248.000 258.000 264.000 . 300 800.000 260.000 250.000 250.000 260.000 700.000 260.000 250.000 254.000 256.000 266.000 450.000 266.000 240.200 252.000 262.000 270.000 29070.000 .000 700.000 262.000 258.000 250.000 250.000 256.000 .000 .500 4505.000 4875.000 5565.0 00 550.000 1140.0 00 1572.000 2345 .000 2790.000 3320.000 3830.000 .000 500 .000 1142.000 1870.000 2523.000 2942.000 550.000 1130.000 1657.000 2811.000 3265.000 4575 .000 550.000 1 236 .000 1980.000 3618.000 4400.000 5617 .000 17720.000 .000 650.000 1214.000 2615 .000 3265 .000 3752 .000 5293.000 .000 .000 252.000 260.000 264.000 700 .000 252.000 238.000 246.000 250.000 258.000 .000 .000 1100 .000 258.000 239.500 252.000 262.000 1175.000 250.000 248.000 254.000 258.000 .000 550.000 264.000 240.200 254.000 262.000 .000 17720.000 -10 .400 850.000 260.000 258 .000 250.000 250.000 260.000 .000 .000 4600.000 5010 .000 5640.000 .000 1330.00 0 1608.000 2430.000 2930.000 3450.000 .000 .000 .000 1179.000 1875.000 2555.000 3610.000 .000 1185.000 1878.000 2923.000 3441.000 .000 .000 1392.000 2220.000 3753.000 4586.000 .000 .000 .000 .000 1357.000 2806.000 3537.000 3903.000 5386.000 .000 .000 252.000 262.000 .000 .000 250.000 240.000 244.000 252.000 260.000 .000 .000 .000 256.000 239.500 254.000 264.000 .000 240.150 248.000 252 .000 260.000 .000 .000 260.000 250.000 256.000 264.000 .000 .000 .000 .000 260.000 260.000 250.000 250.000 266.000 .000 .000 4660.000 5085.000 .000 .000 1415.000 1610.000 2440.000 3000.000 3495.000 .000 .000 .000 1221.000 1932.000 2601.000 3904.000 .000 1440.000 2640.000 2986.000 3812.000 .000 .000 1553.000 2227.000 4018.000 4665.000 .000 .000 .000 .000 2200 .000 2852.000 3700.000 4349.000 6162.000 .000 .000 10/02/94 Xl GR GR GR GR GR GR GR GR Xl X3 GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR Xl BT BT BT BT BT BT BT 11. 8 8 0 259.430 253.1 20 248.600 249.610 250.970 251.340 243.700 250.620 1 1.890 10.000 259.430 247.380 253.120 249.180 248.830 249.520 250.5 20 247.730 242.350 236.520 236.520 242.1 20 247.620 250.340 244.040 244.040 244.040 248 .500 262.390 11.891 -89.000 .000 .000 .000 .000 .000 .000 06:18:59 CARTERS CR EE K MAIN CHANNE L BR I DGE AND RCB-CARTERS CREE K AT HWY 30 RIVER STATION 11.88 38.000 122.000 1933 .000 300.000 300.000 .00 0 256.140 122.000 252.570 233.000 263 .000 252.400 364.000 251.140 468.000 903.000 248.830 1 056.000 250.830 1 068.000 1277 .000 250.530 1360.000 250.750 1380 .000 1800 .000 1933.00 0 22 1 4.000 2480.000 9 1 .000 .000 .000 239.900 263.000 676.000 1 056.000 1268.000 1434 .000 1 842.000 1871.800 1896.700 1914.500 1946.700 1957.500 2092.000 2210.100 2230.400 2241.000 2298.000 2696.000 .000 80.380 238.000 246.000 263.000 468 .000 790.000 927.000 251.110 250.740 24 1.1 70 251.0 5 0 122.000 .000 257.260 247 .380 252 .880 250.310 250.830 249.610 250.080 247.420 241.800 236.520 240.300 242.1 20 247.920 249.810 244.040 244.040 244.040 249.360 .000 .000 257.260 256.420 256.380 256.290 254.850 252.300 251.280 1839 .000 1998.000 223 1 .000 2500.000 2480 .000 .000 80 .380 240.000 297.000 790.000 1068.000 1277.000 153 4.000 1848.400 1873.200 1896 .800 192 1 .700 1 946.800 1971 .500 2138.000 2219 .900 2230.500 2242.000 2422.000 .000 .000 257.260 247.380 253.350 253.120 251.140 250 .31 0 248.640 247.730 250.670 246.230 262.390 65.000 .000 256.110 247 .380 252.400 250.710 248.590 250.360 250.730 247.420 241.800 236.320 240.300 242 .1 20 247.920 249.780 244 .040 244 .040 244.040 250.620 .000 1.000 122.000 239.900 246.100 297.000 521.000 830.000 1056.000 1842.000 2064.000 2242.000 2696 .000 65.000 .000 122.000 246.000 364.000 830.000 1 083.000 1345.000 1 734 .000 1 848.500 1873.300 1898.200 1921.800 1948.200 1971 . 600 2140.000 2220.000 223 1 .500 2242.100 2480.000 .000 1.0 00 257.040 256.410 256.380 256.1 1 0 254.460 252.000 250.840 300.000 247 .380 249.1 80 248 .5 90 250.080 239.250 249.810 2 4 8 .500 .000 65.000 .000 252.570 247.380 251 .140 248 .600 248 .490 250.530 250 .970 247 .220 239.420 236.320 240.820 242.120 250 .7 40 248.800 244.040 244.040 244 .040 251.050 .000 1 .000 256 .140 247 .380 247.380 252 .880 250 .640 250.710 248.830 .000 238.000 676.000 1 083.000 1534 .000 1879.000 2138.000 2298.000 .000 .000 254 .670 233.000 246 .100 468.000 903.000 1108.000 1360 .000 1 800.000 1861.000 1878.500 1898.300 1 923 .200 1 948.300 1998.000 2202 .000 2221.000 2231.600 2252 .000 2500.000 .000 .000 233.000 240.000 248.000 364.000 676.000 903.000 1068.000 .000 247 .380 250.710 248 .340 250.730 237.980 248.800 249 .360 .000 .000 254 .950 247.380 247.380 250.640 248.670 248.340 250.750 2 5 1.110 242.350 237.620 235 .620 240.820 245.220 250.670 245.400 244.040 244.040 246 .640 255.780 .000 .000 256.450 256 .410 256.370 255.620 253.220 251.460 250 .840 PAGE .000 248.000 830.000 1145.000 1734.000 1910.000 2202.000 2422.000 .000 .000 .000 238.000 248.000 52 1 .000 927.000 1145.000 1380 .000 1 839.000 1871.700 1888.500 1908.500 1 923.300 1 9 5 6.500 2064.000 2210.000 2221.100 2240.900 2252 .1 00 2581.800 .000 .000 252.570 253.350 247.380 252.400 2 4 9.180 248.600 250.830 3 1 BT BT BT BT BT BT BT BT BT BT BT BT .ODO .ODO .ODO .ODO .ODO .ODO .ODO .ODO .ODO .ODO .ODO .ODO 10 /02/9 4 BT BT BT BT BT BT BT BT BT BT BT Xl X2 Xl X3 Xl GR GR GR GR GR GR GR GR GR GR .ODO .ODO .ODO .ODO .ODO .ODO .ODO .ODO .ODO .ODO .ODO 11 . 900 .ODO 11. 901 10.000 11. 910 257.600 252.930 251.070 248.980 250.800 250.250 248.000 250.000 25 1.98 0 252.000 1083.000 1268.000 1360.000 1534.000 1839.000 1848 .500 1871.800 1878.500 1896.800 1908.500 1921.800 1946.700 06:18:59 1948.300 1971.500 2064.000 2140.000 2210.100 222 1 .000 2230.500 2240.900 2242.100 2298.000 2500.000 .ODO .ODO .ODO .ODO SO.ODO .ODO 455.000 715.000 1331.000 2027.000 2162 .000 2535.000 3200.000 3575.000 3693.000 250 .790 250.780 250 .810 251.810 254.610 254.670 254.810 2 5 4.850 254 .960 255.030 255 .020 254.980 254.980 254.950 254.800 254.720 254.650 254.640 2 5 4.630 254.670 254.680 254.930 2 5 5.760 .ODO .ODO .ODO .ODO 19 00 .000 256.250 248.190 250.300 249.790 248 .420 249.540 248.000 251.000 252.000 253.000 248.590 249.520 250.330 250.080 251.110 251.020 242.350 251.020 236 .520 251.020 240.300 251.020 251.020 251 .020 250.670 249.780 252 .340 244 .040 244 .040 252.340 252.340 248.500 251.050 .ODO .ODO .ODO .ODO 2106.000 107.000 461.000 870.000 1474.000 2048.000 2240. 000 2552.000 3370.000 3635.000 3697.000 1108.000 1277.000 1380 .000 1734.0 00 1842 .000 1861 .000 1873 .200 1888.500 1898.2 00 1914.500 1923.200 1946.800 1956.500 1971.600 2092.000 2202.000 2219.900 2221.100 223 1 .500 2241.000 2252.000 2422.000 2581 .800 45.500 .ODO 1.000 .ODO 65.000 255.940 248.190 249.320 250.200 239.050 249.630 250.000 252.430 252.000 254 .000 250.710 250.780 250 .820 253.740 254.630 254.750 254.820 254.910 254.970 255.020 255 .020 254 .980 254 .970 254.950 254 .760 254.660 254.640 254.640 254.630 254.670 254.720 255.490 255.780 45.500 .ODO 1.000 .ODO 65.000 178 .000 467 .000 1024.000 1614 .000 2063.000 2270.000 2760.000 3415.000 3678.000 3745.000 248.490 249.610 250 .7 50 250 .730 247.730 251.020 241.800 251.020 236.320 251.020 240.820 242.120 251.020 247.920 250 .340 248.800 252 .340 252 .340 244.040 244.040 252.340 249 .360 255.780 45 .500 1.000 1 .000 .ODO 65.000 254.790 244.400 248.470 250 .14 0 238.320 252.000 248.600 252.410 249.000 255.000 1145.000 1345.000 1434.000 1800.000 1848.400 1871. 700 1873 .300 1896.700 1898 .300 1921 .700 1923.300 1948.200 1957.500 1998.000 2138.000 2210.000 2220.000 2230.400 2231.600 2242.000 2252.100 2480.000 .ODO .ODO .ODO .ODO 254.600 .ODO 300.000 478.000 1114.000 1756.000 2093.000 2300.000 2900.000 3445.000 3683.000 3905 .000 250 .730 250.800 250.840 254.380 254 .670 254 .810 254.820 254.960 254.970 255.020 255.020 254.980 254.970 254 .900 254.720 254.650 254 .640 254 .630 254.630 254.680 254.720 255.750 .ODO .ODO .ODO .ODO 70254.950 .ODO 252.960 251.710 248 .630 251.100 251.100 250.000 248.900 251.780 249.000 256 .000 248 .340 250.360 250.520 250 .970 247.420 251 .020 251. 020 251.020 251. 020 251. 020 251.020 242 .120 PAGE 251. 020 250.740 249.810 245.400 244.040 252.340 252.340 244.040 246.640 250.620 .ODO .ODO .ODO .ODO .ODO .ODO 401.000 559 .000 1210.000 1900 .000 2106.000 2525.000 3000.000 3525.000 3687.000 3985.000 4 1 1 NC .080 .080 . 060 .100 .300 .000 .000 .000 RIVER STATI ON 11.98 SECTION PRIOR TO CARTERS GROVE TRIB JUNCTION Xl GR GR GR GR GR GR GR GR GR 11.980 270.000 43.000 3300.000 3358.000 350.000 350 .000 350.000 .000 1271.000 2216.000 2363.000 2908.000 3358.000 454 0.000 4585.000 4822.000 1000.000 268.000 1106.000 266.000 1212 .000 260.000 Xl GR GR GR GR GR GR 266 .000 264.000 254 .000 250.000 250.000 253.000 253.00 0 255.000 12.180 270.000 260.000 252.000 244.500 256.000 266 .000 1368 .000 2282.000 2424.000 3300.000 3910.000 4555.000 4680.000 4963.000 29.000 1000.000 2 1 23.000 27 51 .000 3810.000 4 13 8.000 5311.000 1 0/02/9 4 06 :18 :59 Xl GR GR GR GR GR EJ 12 .37 0 270.000 260 .000 250 .000 258.000 268 .000 .000 23.000 1 000.000 1392.000 3000.000 3789.000 4007.000 .000 1 0/02/9 4 06:18 :59 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWS EL QCH VCH XLCH *PROF 1 266.000 262.000 252.000 242.000 250.000 252.000 254.000 2 56 .000 3801.000 268.000 258.000 252.000 244.500 2 58.000 268.000 3000 .000 270 .00 0 258.000 246.000 260 .000 270 .000 .000 CR I WS QROB VROB XLOBR 1835.000 2300.000 2454 .000 3310.000 4038.000 4562.000 4763 .000 5300.000 3836.000 1447.000 2 165 .000 2920.000 3825.000 4318.000 5505.000 3376.000 1 0 1 0.000 1531.000 3300.000 3834.000 4046 .000 .000 WS ELK ALOB XNL ITRIAL EG ACH XNCH IDC 268 .000 260.000 250.000 242.000 255.000 252.000 255.000 258.000 600.000 266.000 256.000 250.000 25 0.000 260.000 268.000 925.000 266.000 256.000 246.000 262.000 272.000 .000 HV AROB XNR I CONT 2134 .000 2 3 29.000 2804.000 3348.0 00 4510 .000 4573.000 4807.000 5665 .000 700.000 1949.000 2227 .000 29 43.0 00 3836.000 4544.000 5567.000 752 .000 1 05 4 .000 16 90.000 3370.000 3879.000 4085.000 .000 HL VOL WTN CORAR 268.000 258.000 250.000 250.000 255.000 253.000 255.000 .000 1 050 .000 264.000 254.000 250.000 254.000 264.000 270.000 1000.000 264.000 25 4 .000 250.000 264.000 .000 .000 .000 .000 2038.000 23 11 .000 2969.000 3845.000 4739.000 5602.000 .000 1177.000 244 1 .000 3376.000 3914.000 .000 .000 OLOSS BANK ELEV T WA LEFT/RIGHT ELMI N SSTA TO PW ID ENDST .000 .000 260.000 266.000 256 .000 250.000 252.000 254.000 253.000 255.000 .000 .000 262.000 252.000 250.000 254.000 266.000 .000 .000 262.000 254.000 256.000 266.000 .000 .000 .000 .000 1332 .000 2251 .000 2394 .000 3182.000 3490 .000 4547 .000 4617 .000 4870.000 .000 .000 2059 .000 2439.000 3801 .000 3880.000 5169.000 .000 PAGE .000 1252 .000 2733.000 3707 .000 3960.000 .0 00 .0 00 PAGE 5 6 0 0 0 0 0 1 CCHV= .10 0 CEHV= .300 *SECNO 10.560 RIVER STATION 10.56 IS THE SECTION PRIOR TO THE WOLF PEN CREE K JUNCTION 10.56 12.75 246.25 .00 246 .25 246.47 .22 .00 .00 244.00 21800. .00 . 005728 10154. 3 .02 400. *SECNO 10.890 3265 DIVIDED FLOW 10.89 2 1 800 . .15 .001556 13.37 203. . 70 975. *SECNO 1 0.990 10.99 13.39 21800. 2822. .21 .002429 1. 69 550. *SECNO 11.130 11.13 14 .18 21800. 1018. . 25 1.76 .002300 300. CCHV= .100 CEHV= *SECNO 11.33 0 11.33 14.73 21800. . 29 . 005015 10/02 /94 SECNO Q TIME SLOPE 4989. 2.66 800 . 06:18 :59 DEPTH QLOB VLOB XLOBL 3695. 6.29 400. 249.87 3640 . 4.42 1750. 250.89 3404. 5.20 550. 252.18 3964 . 5 .78 700. . 300 254.23 8420. 9.01 1100. CWSEL QCH VCH XLCH 7952. 2.83 400 . .00 17957. 1. 97 1300. .00 15573. 2.57 550. .00 16818 . 2.60 55 0. .00 8391. 3.18 500. CRIWS QROB VROB XLOBR 3364 . .080 0 .00 289. . 080 4 .00 1672. .080 3 .00 577. . 080 2 .00 1872. .085 2 WSEL K ALOB XNL I TRIAL 587. .060 0 249.97 823. .060 0 251 .04 655. .060 0 252.36 686 . .060 0 254.80 934. .060 0 EG ACH XNCH !DC 2806 . .080 0 .10 9136. .080 0 .14 6057. .080 0 .18 6462. .080 0 .57 2640. .085 0 HV AROB XNR !CONT 0 . 0 . 244.00 .00 0 233 .50 1925.00 .00 2416 .25 4341.25 3 .49 247 . .000 .00 1. 06 365 . .0 1 74 . 236.50 2826.75 .01 105. 2 48.00 246.00 2041.01 6154.59 248.00 246.00 .000 237.50 2470.17 .00 2103.58 4573.75 1.31 463 . .000 .00 2 .33 558. .000 .00 HL VOL WTN CO RAR .01 248.00 126 . 248.00 238.00 1325.76 1 682.26 3008.03 .12 147. 239.50 1351. 21 OLOSS TWA ELM IN TO PW ID 2 5 0.00 250.00 1256.38 2607.58 BANK ELEV LEFT /RIGHT SSTA ENDST PAGE 7 0 0 0 0 0 *SECNO ll.S60 3301 HV CHANGED MORE THAN HVINS ll.S6 21800. .42 .0004Sl *SECNO 11.660 lS.Sl 6S. .73 700. 11.66 lS.66 21800. 2SO. .so .67 .000283 4SO. *SE CNO 11.820 1 1.82 lS.83 17720. .6S .000410 CCHV= SOSl. 1.17 700. .300 CEHV= *SE CNO 11.880 2SS.66 8621. 2.S9 117S. 2SS.86 13S94 . 2.34 sso . 2S6.13 1922 . 2.6S 8SO. .soo .00 13114 . 1.30 sso. .00 79S7. .92 sso. .00 10746. 1.17 6SO. CARTERS CR EEK MA I N CHANNE L .00 88. .08S 3 .00 373. .08S 2 .00 43 1 4. .08S 0 2SS .72 3332. .060 0 2SS.91 S801. .060 0 2S6.16 726. .060 0 .06 10086 . .08S 0 .06 8677. .08S 0 .03 9167. .08S 0 .87 .OS 2S0.00 711 . 173 . 2SO.OO .000 240.lS 11S3 .84 .00 2092 .0S 324S.90 .19 890. .000 .00 .00 201. 240 .20 2336 .08 2SO.OO 2SO .OO 1662.82 3998.90 .24 .00 2SO .OO 1 1 24. 237 . 2SO.OO .000 240 .30 2972.62 .00 2323.30 S29S.92 BRIDGE AND RCB-CAR TERS CREEK AT HWY 30 RIVER STATION 11.88 11.88 18.2S 2S6.23 .00 .00 2S6.2S .02 .09 .00 17720. o. 13787 . 3933 . 0. 112S6. 4186. 1227. 2S3 . .73 .000216 .03 1.22 .94 .08S .060 .08 S .000 237.98 300. 300. 300. 0 0 0 .00 2471 .03 *SECNO 11.890 11.89 20.62 17720. o. . 74 . 04 .000170 6S. 2S6.24 17S38. 1.13 6S. .00 182. .S3 6S . .00 0. .08S 0 2S6.26 1SS36. .0 60 0 .02 342. .08S 0 .0 1 .00 12SO. 2S7 . .000 23S.62 .00 2472 .92 2S6.14 2S l .34 11 8.S S 2S89.S8 2S6.ll 2S0.62 116.98 2S89.90 *SECNO 11.891 1 10 /02 /94 SECNO Q TIME 06:18:S9 DEPTH QLOB VLOB CWSEL QCH VCH CRIWS QROB VROB WSELK ALOB XNL EG ACH XNCH HV AROB XNR HL VOL WTN OLOSS TWA ELMIN BANK ELEV LEFT /RIGHT SSTA PAGE 8 SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TO PW ID ENDST 3370 NORMAL BRIDGE ,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 11.89 20.59 256.21 .00 .00 256 .29 .08 .00 .0 3 256.11 17720. 0. 17698. 22. 0. 7925. 47. 1250. 257. 250.62 .74 .01 2.23 .47 . 085 .060 .085 .000 235 .62 118 .2 2 .002152 1. 1. 1. 2 0 0 -7820.80 2471 . 08 2589.31 0 *SECNO 11.900 3370 NORMAL BRIDGE,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 11.90 20.69 256.31 .00 .00 256.39 .07 .09 .00 256.11 17720. 0. 17690. 30. 0. 8145. 58. 1259. 260. 250.62 .75 .04 2.17 .51 .085 .060 .085 .000 235.62 114.63 .001979 46. 46. 46. 2 0 0 -7835.75 2476.40 2591.02 0 *SECNO 11.901 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE ,ELLEA= 254.60 ELREA= 70254.95 11 .90 20.76 256.38 .00 .00 256 .4 0 .02 .00 .02 256.11 17720. 0. 17720. 0. 1. 15855. 0. 1259 . 260. 250.62 .75 .06 1.12 .00 .085 .060 . 085 .000 235.62 112.08 . 000162 1 . 1. 1. 2 0 0 .00 2367.92 2480.00 0 *SECNO 11. 910 3280 CROSS SECTION 11.91 EXTENDED .41 FEET 11.91 18.09 256.41 .00 .00 256.42 .01 .01 .00 251.10 17720. 7838. 2172. 7710. 10119. 1709. 10313. 1287 . 264. 251.10 .77 .77 1. 27 .75 .085 .060 .085 .000 238.32 94.67 . 000165 65 . 65. 65. 2 0 0 .00 3890.33 3985.00 0 CCHV= .100 CEHV = .300 *SECNO 11.980 RIVER STATION 11 .9 8 SECTION PRIOR TO CARTERS GROVE TRIB JUNCTION 11.98 14 .48 256 .48 .00 .00 256.52 .04 .09 .01 250.00 17720. 7317. 2225. 8177. 5275 . 759. 7170. 1429. 292. 250.00 .84 1.39 2.93 1.14 .080 .060 .080 .000 242 .00 2 386 .69 . 000513 350 . 350. 350. 1 0 0 .00 2999.38 5386.07 0 1 0 0 1 10 /02 /94 06:18:59 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR I TRIAL IDC *SECNO 12.180 12 .18 12.39 256.89 .0 0 .00 256 .95 17720. 15905. 1238 . 577 . 9074. 379. . 94 1. 75 3.27 .86 . 080 .060 . 000807 600. 1050 . 700. 2 0 *SECNO 12.370 12.37 11 .54 257.54 .00 .00 257.63 17720. 5014. 10750. 1956. 4519. 3728. 1. 06 1.11 2.88 1. 26 .080 .060 . 000639 925. 1000 . 752. 2 0 10/02 /94 06:18 :59 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -0 1 ,02 ,03,04,05 ,06 MODIFICATION -50 ,51 ,52 ,53 ,54 ,55 ,56 IBM-PC-XT VERSION ************************************************** HV AROB XNR I CONT .OS 670. .080 0 .09 1553. .080 0 Tl HYDRAULIC ANALYSIS OF CARTER'S CREEK AND TRIBUTARIES T2 FLOODWAY DETERMINATION -SEPTEMBER , 1994 T3 METHOD 4 Jl !CHECK INQ NINV ID IR STRT METRIC 0 . 7 . 0 . 0. .000000 .00 PAGE 9 HL OLOSS BANK ELEV VOL TWA LEFT/RIGHT WTN ELM IN SSTA CORAR TO PW ID ENDST .42 .00 250.00 1605. 330. 250.00 .000 244.50 2199 .29 .00 2019.14 4218.44 .67 .01 250.00 1815. 374. 250.00 .000 246.00 1567.33 .00 2202.94 3770.26 PAGE 10 THIS RUN EXE CUT ED 1 0 /02 /94 06:19:10 HVINS Q WS EL FQ . 0 o . 2 4 7.2 5 0 .000 1 0 0 J2 NPROF I PLOT 15.000 .000 10 /02/9 4 SECNO Q TIME S LOPE *PROF 2 CCHV= 06:18:59 DEPTH QLOB VLOB XL OBL .100 CEHV= PRFVS XSECV XSECH CWSEL QCH VCH XLCH . 300 .000 CRIWS QROB VROB XLOBR .000 WSELK ALOE XNL ITRIAL .000 EG ACH XNCH IDC FN .000 HV AROB XNR I CONT ALL DC .000 HL VOL WTN CORAR IBW CHNIM .000 .000 OLOSS BANK ELEV TWA LEFT /RIGHT ELMIN SSTA TO PW ID ENDST *SECNO 10.560 2800 NAT Ql= NAT Ql= 4541. 2880.45 WSEL= 246.25 ENC Ql = 2880.45 WSE L = 247.25 RATIO= .0000 RATIOS LOB ,CH ,ROB= .4728 .1363 .3909 WSEL= 247.25 3470 ENCROACHMENT STATIONS= 2469.5 3949.9 TYPE= 4 TARGET= .366 10 .56 21800. .00 .005722 RIVER STATION 10.56 IS THE SECTION PRIOR TO THE WOLF PEN CREEK JUNCTION 13.75 247.25 .00 246.25 247.55 .30 .00 .00 9373. 4684. 7743 . 2546. 677. 2519. 0. o. 3.68 6.92 3.07 .080 .060 .080 .000 233.50 400 . 400. 400. 0 0 0 .00 1480 .41 244.00 244.00 2469.52 3949. 94 *SECNO 10.890 2800 NAT Ql= NAT Ql= 7808 . 5526.47 WSEL= 249.87 ENC Ql= 5526.47 WSEL= 250.87 RATIO= .0000 RATIOS LOB,CH,ROB= 3470 ENCROACHMENT STATIONS= 10.89 14.42 250.92 21800. 592 . 4222. .13 . 001517 1.25 975. 4.66 1750. 2143 .3 .00 16986. 2 .40 1300 . .0286 3602.4 249 .87 474. .080 2 .1379 TYPE= 251.05 907. .060 0 .8336 WSEL= 250.87 4 TARGET= .14 3.48 7070. 209. .292 .02 42. 248.00 246.00 .080 0 .000 236.50 2143.31 .00 1459.12 3602.43 *SECNO 10.990 2800 NAT Ql= 4423.01 WSEL= 250.89 ENCQl= 4423.01 WSEL= 251.89 RATIO= 251.89 .0000 NAT Ql= 6190. RATIOS LOB,CH,ROB= 3470 ENCROACHMENT STATIONS= 2800.4 .00 14433. 10.99 21800. 14.41 3343. 251.91 4023. .1635 .1321 4073.2 TYPE= 250.89 1486. 252.10 727. .7044 WSEL= 4 TARGET= .19 4869. 1.04 307. .28 5 .02 59. 248.00 246 .00 I TRACE .000 PAGE 11 0 0 1 0 .18 . 002404 2 .25 550 . 5.54 550. 2.96 550 . .0 80 2 .060 0 .080 0 .000 237.50 2800.38 .oo 1272.83 4073 .21 *SECNO 11.130 2800 NAT Ql= 4545. 38 WSEL= 252.18 ENC Ql= 4545.38 WSEL= 253 .18 RATIO= 253.18 .0 000 NAT Ql= 6082. RATIOS LOB,CH,ROB= 3470 ENCROACHMENT STATIONS= 11 .13 15 .19 253.19 21800. 1225. 4513 . .22 2.34 6.09 .002299 10 /0 2/94 SECNO Q TIME SLOPE CCHV= 300. 06:18:59 DEPTH QLOB VLOB XLOBL .100 CEHV= 700. CWSEL QCH VCH XLCH .300 1446.1 .00 16062. 3.00 550. CRIWS QROB VROB XLOBR .0595 2505.5 252.18 523. .080 2 WSELK ALOB XNL ITRIAL .1546 TYPE= 253.42 741. .060 0 EG ACH XNCH IDC .7859 WSEL= 4 TARGET= .23 1.30 5360 . 390 . .080 .000 .253 .01 72 . 238.00 248.00 248.00 1446.08 0 .00 1059.41 2505.49 HV AROB XNR I CONT HL VOL WTN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TO PW ID ENDST *SECNO 11.330 2800 NAT Ql= NAT Ql= 4164. 3078.30 WSEL= 254.23 ENC Ql= RATIOS LOB,CH,ROB= .2688 .3205 3078.30 .4107 WSEL= WSEL= 255.23 255.23 RATIO= .0000 3470 ENCROACHMENT STATIONS= 11.33 21800. .25 . 004978 *SECNO 11.560 15.75 4893. 3.43 800. 255.25 9430. 9. 41 1100. 1567.0 .00 7477. 3.69 500 . 2323 .2 TYPE= 254.23 255.95 1426. 1002. .085 .060 2 0 4 TARGET= .71 2.39 2026. 472. .085 .000 0 .00 . 261 .14 250.00 85. 250.00 239.50 1567.03 756.20 2323.23 2800 NAT Ql= 10270.67 WSEL= 255.66 ENC Ql= 10270.67 WSEL= 256 .66 256.66 RATIO= .0000 NAT Ql= 12610. RATIOS LOB,CH,ROB= .0037 .3711 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1172.0 2460.4 TYPE= 11.56 21800. .37 16.66 68. .93 256.81 9878. 2.69 .00 255.66 256.88 11854. 1. 47 73. .085 3670. .060 .6251 WSEL= 4 TARGET= .07 .86 8054. .085 611 . .000 .186 .06 250.00 101. 250.00 240.1 5 1171.95 PAGE 12 0 0 0 1 0 . 000428 700 . 1175. 550 . 2 0 0 .00 1288.43 2460.38 *SECNO 11 .660 2800 NAT Ql= 12951.95 WSEL= 255.86 ENC Ql= 12951.95 WSEL= WSEL= 256.86 256 .86 RATIO= .0000 NAT Ql= 15621. RATIOS LOB,CH,ROB= 3470 ENCROACHMENT STATIONS= 11.66 16.80 257.00 21800. 234. 152 31. .44 .88 2.42 . 000271 450. 550. 1752.4 .00 6335. 1. 05 550. . 0148 .5 825 3090.9 TYPE= 255.86 257.07 265 . 6292. .085 .060 2 0 .4027 4 TARGET= .07 .18 6046. 765. . 085 .000 0 . 00 .171 .00 118 . 240.20 1338.49 250.00 250.00 1752.42 3090.91 *SECNO 11.820 2800 NAT Ql= NAT Ql= 11152 . 8748.19 WSEL= 256 .13 ENC Ql = 8748 .19 RATIOS LOB ,CH,ROB= .2889 .0955 .6156 WSEL= WSEL= 257.13 257.13 RATIO= .0000 3470 ENCROACHMENT STATIONS= 3164.4 .00 10617. 1.28 650. 4889 .8 256.13 3892. .085 TYPE= 257.30 785. .060 0 4 TARGET= .216 .00 142 . 240.30 1725.44 11.82 17720. .59 .000386 10 /0 2 /94 SECNO Q TIME SLOPE CCHV= 16.97 4 976. 1.28 700. 06:18:59 DEPTH QLOB VLOB XLOBL .3 00 CEHV= 257.27 2127 . 2.7 1 850. CWSEL QCH VCH XLCH .500 CRIWS QROB VROB XLOBR 2 WSELK ALOB XNL ITRIAL EG ACH XNCH IDC . 04 . 23 8269. 974. .085 .000 HV AROB XNR I CONT 0 . 00 HL VOL WTN CORAR 250.00 250.00 3164.40 4889.84 OLOSS BANK ELEV TWA LEFT /RIGHT ELMIN SSTA TO PW ID ENDST *SECNO 11.88 0 2800 NAT Ql= 12069.80 WSEL= 256.23 ENC Ql= 1 2069 .80 WSEL= 257 .2 3 RATIO= 257 .2 3 .0000 NAT Ql= 15379 . RATIOS LOB ,CH ,ROB= .0002 .7822 .2176 WSEL= 3470 ENCROACHMENT STATIONS= 121.8 1946 .8 TYPE= 4 TARGET= .215 11.88 17720. .65 .00020 4 CARTERS CREEK MAIN CHANNEL BRIDGE AND RCB -CAR TERS CREEK AT HWY 30 RIVER STATION 11.88 19.38 257.36 .00 256.23 257.39 .03 .08 .00 256 .14 0. 17666. 54. o. 13284. 84. 1065. 154. 251.34 .07 1.33 .65 .085 .060 .085 .000 237.98 121.83 30 0. 30 0 . 300 . 1 0 0 .00 1824.96 1946.79 PAGE 13 0 0 1 *SECNO 11.890 2800 NAT Ql= 13605.22 WSEL= 256.24 ENC Ql= 17019.50 WSEL= NAT Ql= 17236. RATIOS LOB,CH,ROB= .0002 .9874 .0124 WSEL= 257 .24 RATIO= -.25 1 0 257.24 3470 ENCROACHMENT STATIONS= 11 .89 21.77 257 .39 17720. . 67 . 000103 *SECNO 11.891 0. .00 65 . 17720. .97 65. 122.0 .00 0 . .00 65. 2480.0 TYPE= 256.24 257.40 0. 18199. .085 .060 1 0 4 TARGET= .01 .01 0. 1088 . .085 .000 0 . 00 .013 .00 157. 235.62 2358.00 256 .11 250 .62 122. 00 2480.00 2800 NAT Ql= 3820 .07 WSEL= 256.21 ENC Ql= 5630.70 WSEL= NAT Ql= 5666. RATIOS LOB,CH,ROB= .0000 .9937 .0063 WSEL= 257.21 RATIO= -.4740 257.21 3370 NORMAL BRIDGE,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 3470 ENCROACHMENT STATIONS= 11.89 21.75 257.37 17720. .67 . 000875 *SECNO 11.900 0. . 00 1. 17720. 1. 67 1. 122.0 .00 0. .00 1 . 2480.0 256.21 0. .085 1 TYPE= 257.42 10608. . 060 0 4 TARGET= . 04 . 00 o. 1088. .0 85 .000 0 -7593.74 .006 .01 157 . 235.62 2358.00 256.11 250.62 122.00 2480.00 2800 NAT Ql = 3982.98 WSEL = 256.31 ENC Ql= 5847 .38 WSEL= NAT Ql= 5887. RATIOS LOB , CH , ROB= . 0000 . 9932 . 0068 WSEL= 257.31 RATIO= -.4681 257.31 10/02/94 SECNO Q TIME SLOPE 06:18:59 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR I CONT HL VOL WTN CORAR 3370 NORMAL BRIDGE,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 3470 ENCROACHMENT STATIONS= 11.90 17720. .67 .000854 21.79 0. . 00 46. 257.41 17720. 1.66 46. 122.0 .00 0. .00 46. 2480 .0 TYPE= 256.31 257.45 o. 10686. .085 .060 0 0 4 TARGET= .04 .04 0. 1100. .085 .000 0 -7593.74 OLOSS TWA ELMIN TOPWID .007 .00 160 . 235.62 2358.00 BANK ELEV LEFT/RIGHT SSTA ENDST 256.11 250 .6 2 122.00 2480.00 PAGE 14 0 0 0 1 *SECNO 11.901 2800 NAT Ql= 13929 .39 WSEL= 256 .38 ENC Ql= 17550.67 WSEL= 257.38 RATIO= -.2600 257.38 NAT Ql= 17555. RATIOS LOB ,CH ,ROB = .0002 .9998 .0000 WSEL= 3470 ENCROACHMENT STATIONS= 122 .0 2480.0 TYPE= 4 TARGET= .000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE ,ELLEA= 11 .90 17720. .67 .000100 *SECNO 11.910 21.83 0. .00 1. 257.45 17720 . .96 1. .00 0. .00 1. 256.38 0. .085 2 254.60 ELREA= 257.46 18366. .060 0 .01 0 . .085 0 70254 .9 5 .00 1100. .000 .00 .01 160. 235.62 2358.00 256.11 250.62 122 .00 2480 .00 2800 NAT Ql= 13798.34 WSEL= 256 .41 ENC Ql= 13798.34 NAT Ql= 17650. RATIOS LOB,CH ,ROB= .4433 .1158 .4408 WSEL= WSEL= 257 .41 RATIO= 257.41 .0000 3280 CROSS S E CTION 11.91 EXTENDED 1. 46 FEET 3470 ENCROACHMENT STATIONS= 781.1 3218.9 TYPE= 11 .91 17720. . 69 .000162 CCHV = 19 .14 7577 . .87 65. .100 CE HV= 257.46 2624 . 1.36 65. .300 .00 256 .41 257.47 7519. 8683. 1926. .87 .085 .060 65. 0 0 4 TARGET= .01 .01 8615 . 1128 . .085 .000 0 . 00 .218 .00 164. 238.32 2437.79 251.10 251.10 781.15 3218 .9 4 *SECNO 11.980 2800 NAT Ql= 7822.79 WSEL= 256.48 ENC Ql= 7822.79 WSEL= 257.48 RATIO= 257.48 .0000 NAT Ql= 10483 . RATIOS LOB ,CH ,ROB = 10 /02/94 SECNO Q TIME SLOPE 06:18:59 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 3470 ENCROACHMENT STATIONS= CRIWS QROB VROB XLOBR 2728.6 . 4003 WSELK ALOB XNL ITRIAL .1061 EG ACH XNCH IDC 4208 .9 TYPE= .4936 WSEL= HV AROB XNR I CONT HL VOL WTN CORAR 4 TARGET= OLOSS TWA ELMIN TO PW ID .254 RIVER STATION 11.98 SECTION PRIOR TO CARTERS GR OVE TRIB JUNCTION 11 .98 17720. 15.52 6794. 257.52 2509. .00 8418. 256.48 4286. 257.58 821. .OS 5700. .0 9 1249 . .01 179. BANK ELEV LEFT /RIGHT SSTA END ST 250.00 250.00 PAGE 15 .75 1. 59 3.06 1.48 .080 .060 .080 .000 242.00 2728 .63 . 000503 350 . 350. 350. 1 0 0 .00 1480.25 4208 .88 0 *SECNO 12.180 2800 NAT Ql= 6236.82 WSEL= 256.89 ENC Ql= 6236.82 WSEL= 257 .89 RATIO= .0000 NAT Ql= 8158. RATIOS LOB,CH,ROB= .8887 .0619 .0495 WSEL= 257.89 3470 ENCROACHMENT STATIONS= 2822.1 4036.8 TYPE= 4 TARGET= .235 12.18 13.43 257.93 .00 256.89 258.00 .07 .42 .0 1 250.00 17720 . 15424 . 1430. 866. 7544 . 415. 712. 1396. 200. 250.00 .84 2.04 3.45 1. 22 . 080 .060 .080 .000 244.50 2822.14 . 000794 600. 1050 . 700. 2 0 0 .00 1214 .66 4036.80 0 *SECNO 12.370 2800 NAT Ql= 7009.72 WSEL= 257.54 ENC Ql= 7009.72 WSEL= 258.54 RATIO= .0000 NAT Ql= 9112. RATIOS LOB,CH ,ROB= .3316 .5478 .1206 WSEL= 258.54 3470 ENCROACHMENT STATIONS= 2580.9 3478.1 TYPE= 4 TARGET= .231 12.37 12.57 258.57 .00 257.54 258.68 .12 .67 .01 250.00 17720. 3752. 12611. 1356. 2448. 4114. 780. 1567 . 222. 250.00 .94 1. 53 3.07 1. 74 . 080 .060 .080 .000 246.00 2580.95 . 000634 925. 1000 . 752. 2 0 0 .00 897.12 3478.07 0 1 PROFILE FOR STREAM METHOD 4 PLOTTED POINTS (BY PRIORITY)-E-ENERGY,W-WATER SURFACE,I-INVERT,C-CRITICAL W.S.,L-LEFT BANK,R-RIGHT BANK,M-LOWER END STA ELEVATION 230. 235. 240 . 245. 250. 255. 260. 265. 270. 275. SECNO CUMDIS 10.56 0. c I L E M 100 . c I L WE M 200. c I RL. WE .M 300. c I L. E .M 400. c I RL WE M 500. c I. RL E M 600. c I. R.L WE M 700. c I. RL WE M 800. c I R L E M 900. c I R L WE. M 1000. c I R L E. M 1100. c 1200. c 1300. c 1400. c 1500. c 1600. c 1700. c 10.89 1800. c 1900. c 2000. c 2100. c 2200. c 10.99 2300. c 2400. c 2500. c 2600. c 2700. c 2800. c 2900. c 11.13 3000. c 3100. c 3200. c 3300. c 3400. c 3500. c 3600. c 3700. c 3800. c 3900. c 4000. c 11.33 4100. c 4200. c 4300. c 4400. c 4500. c 4600. c 4700. c 4800. c 4900. c 5000. c 5100. c 5200. c 11.56 5300. c 5400. c 5500. c . I . I . I I I I I I I I I I .R L .R L .R L .R L .R L R L R R R R R R L L L L L L I R L I R L I R L I R L I R L I RL I RL I L I I I I I I I I I I. I. I. I. I. I. I I I I I I I I I I L L L L L L WE E E WE .E .WE L. L. L. L L L L L L L L L L L L L L L L E E E E E WE E WE E E WE E E WE E WE E WE. WE. WE WE W.E WE WE .WE .WE .WE .WE WE WE WE WE E E E WE E E E M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M. M. M. M M M .M .M .M M M M M 1 5600. c 5700. c 5800. c 11. 66 5900. c 6000. c 6100. c 6200. c 63 00. c 6400. c 6500. c 6600. c 11. 82 6700. c 6800. c 6900. c 11. 88 7000. c 11.89 7100. c 11.89 7200. c 11.90 7300. c 11.90 11. 91 11.98 7400. 7500. 7600. c c c 7700. c 7800. c 7900. c 8000. c 8100. c 8200. c 8300. c 8400. c 8500. c 12.18 8600. c 8700. c 8800. c 8900. c 9000. c 9100. c 9200. c 93 00. c 9400. c 9500. c 12.37 9600. c 10/02/94 06:18:59 . I . I . I . I I I I I I I I I I I I . I .I .I . I I. I I I I I I I I I I I. I. I I I . I . I . I . I I I L L L L L L L L L L L L .R L R .R .R .R .R L L L L L L L L L L L L L L L L L L L L L R L L E E E E E E E E E E WE E E E L E L E L E L E M. M . M. M. L E M. M E EM E M E E E WE E E E E E E E E WE E E E E E E .M M M M M M M M M M M M M. M M M M M M M M M M M M M M M M M M M M PAGE 16 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01,02,03,04,0 5,06 MODIFICATION -50,51,52,53,54,55,56 IBM-PC-XT VERSION ************************************************** THIS RUN EXECUTED 10 /02/9 4 NOTE-ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST METHOD 4 SUMMARY PRINTOUT SECNO SSTA END ST TO PW ID 10.560 1925 .00 4341.25 2416 .25 10.560 2469.52 3949. 94 1480.41 10.890 2041.01 6154.59 2826.75 10.890 2 143.31 3602.43 1459 .12 10.990 2470.17 4573.75 2103.58 10.990 2800.38 4073.21 1272.83 11.130 1325.76 3008.03 1682.26 11 .130 1446.08 2505.49 1059.41 11.330 1256 .38 2607.58 1351.21 11.330 1567.03 2323.23 756.20 11 .560 1153.84 3245.90 2092.05 11.560 1171.95 2460.38 1288.43 11.660 1662.82 3998.90 2336.08 11.660 1752.42 3090.91 1338.49 11.820 2972.62 5295.92 2323.30 11.820 3164.40 4889.84 1725.44 06:19:19 11.880 118.55 2589.58 2 4 71. 0 3 11.88 0 121.83 1946.79 1824 .96 11.890 116.98 2589.90 2472 .92 11.890 122.00 2480.00 2358 .0 0 11.891 118.22 2589.31 2471 .08 11.891 122 .00 2480.00 2358 .00 1 10 /02 /94 06 :18:59 PAGE 17 SECNO SSTA ENDST TO PW ID 11.900 114.63 2591.02 2476 .40 11 .900 122.00 2480.00 2358.00 11.901 112.08 2480 .00 2367 .92 11.901 122.00 2480.00 2358 .00 11.910 94.67 3985.00 3890 .33 11.910 781.15 3218.94 2437 .79 11 .980 2386.69 5386.07 2999 .38 11.980 2728.63 4208.88 1480 .25 12.180 2199.29 4218.44 2019.14 12.180 2822.14 4036.80 1214.66 12.370 1567.33 3770.26 2202 .94 12.370 2580.95 3478.07 897.12 1 10 /02/94 06:18:59 PAGE 18 SUMMARY OF ERRORS AND SPECIAL NOTES 1 1 0/02 /94 06:1 8 :59 PAGE 19 1 FLOODWAY DATA , PROFILE NO. 2 METHOD 4 FLOODWAY WATER SURFACE ELEVATION STATI ON WI DTH MEAN WI TH WI THOUT DI F FERENCE S E CTION AREA VELOCITY FLOODWAY FLOODWAY 10 .560 1480. 5742. 3 .8 247 .3 10.890 1459. 8451. 2.6 250.9 10.990 1273 . 7081. 3 .1 251.9 11.130 1059. 6624. 3.3 253.2 11.330 756. 4454 . 4.9 255.2 11.560 1288 . 11797 . 1.8 256.8 11.660 1338 . 12603. 1. 7 257.0 11 .820 1725 . 1 2946. 1.4 257 .2 11.880 1825. 13368. 1. 3 257.3 11.890 2358 . 18199. 1 .0 257 .3 11.891 2358. 10608. 1. 7 257.4 11. 900 2358. 10686. 1.7 257.4 11.901 2358. 18366 . 1 .0 257 .5 11 .910 2438 . 19224 . . 9 257.5 11 .980 1480. 10807. 1. 6 257 .5 12.180 1215. 8671. 2.0 257 .9 12.370 897. 7342. 2.4 258 .5 10 /02 /94 06 :19 :20 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 198 4 ERROR CORR -01 ,02 ,03 ,04 ,05 ,06 MODIFICATION -5 0 ,51 ,52 ,53,54 ,55,56 IBM-PC -XT VERSION ************************************************** 246.3 1. 0 249.9 1.0 250.9 1.0 252.2 1.0 254.2 1. 0 255.7 1.1 255.9 1.1 256.1 1.1 256.2 1.1 256.2 1.1 256.2 1. 2 256.3 1.1 256.4 1.1 256.4 1 .1 256.5 1. 0 256.9 1.0 257.5 1 .0 PAGE 1 THIS RUN EXECUTED 10 /0 2/94 06:19:2 0 Appendix "L" HEC-2 Floodway Analysis For Carter's Creek (As Per Modifications This Study) Appendix "L" !****************************************************** 1 * WATER SURFACE PROFILES * VERSION OF NOVEMBER 1976 * UPDATED MAY 1984 * IBM-PC-XT VERSION * RUN DATE 10/02/94 TIME 06:35 :31 * * * * * ****************************************************** x x x x x x xxxxxxx x x x 10 /0 2 /9 4 06:35:3 1 ************************************************** HEC 2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01,02,03,04,05,06 MODIFICATION -50,51,52 ,53 ,54 ,5 5 ,56 IBM-PC-XT VERSION ************************************************** x x x xxxxxxx x x xxxx x x xxxxxxx c Tl T2 T3 HYDRAULIC ANALYSIS OF CARTER'S CREEK AND TRIBUTARIES FLOODWAY DETERMINATION -SEPTEMBER, 1994 METHOD 4 Jl I CHECK INQ NINV !DIR STRT METRIC L 0 . 6. 0. 0. .000000 .00 xxxxx x x x x xxxxx x x x xxxxx HVINS Q . 0 o . xxxxx x x x xxxxx x x xxxxxxx *************************************** * U .S. ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D * DAVI S, CALIFORNIA 95616 * (9 16 ) 440-2105 (FTS) 448-2105 * * * * * *************************************** PAGE 1 THIS RUN EXECUTED 10 /02/94 06:35:3 1 WSEL FQ 246.250 .000 1 J2 NPROF !PLOT PRFVS XSECV XSECH FN 1.000 .000 -1.000 .000 .000 .000 J3 VARIABLE CODES FOR SUMMARY PRINTOUT QT ET NC 200.000 38.000 53.000 6.000 13800.000 19250.000 .000 .000 .000 .080 .080 .060 54 .000 4.000 .000 21800.000 .000 .1 00 36830.000 .000 . 300 AL LDC .000 .000 21800.000 .000 .000 IBW .000 .000 21800.000 -10.400 .000 RIVER STATION 10.56 IS THE SECTION PRIOR TO THE WOLF PEN CREEK JUNCTION Xl GR GR GR GR GR GR GR Xl GR GR GR GR GR GR GR GR GR GR GR 10.560 260.000 248.000 242 .000 233.500 238.000 250.000 258.000 1 0.890 264.000 254 .000 250.000 238.000 246.000 248.000 252 .000 252.000 248.000 246.000 264.000 10 /02/94 Xl GR GR GR GR GR 10.990 264.000 256.000 237 .500 246.000 256 .000 32.000 1000.000 1890.000 2675.000 3124.000 4070.000 4435.000 4690.000 51.000 1 000.000 1260.000 1840.000 2375.000 2650.000 3795.000 4510.000 4870.000 5595.000 5820.000 6290.000 06:35:31 29.000 1000.000 2300.000 3212.000 3595.000 4750.000 3085.000 256.000 246.000 244.000 234.000 238.000 252.000 260.000 2350.000 262.000 252.000 252.000 236.500 244.000 254.000 252.000 250.000 250.000 248.000 .000 3180.000 262.000 250.000 237.500 246 .000 258.000 ~ 1100.000 1930.000 2810.000 3 1 25.000 4095.000 4475.000 4750.000 2430.000 1035.000 1315. 000 1865.000 2376.000 32 5 0.000 3940.000 4525.000 4960.000 5620.000 5960.000 .000 3250.000 1065.000 2500 .000 3233.000 4320.000 4775.000 400.000 254.000 244.000 244.000 246.000 240.000 254.000 .000 975.000 260.000 252.000 252.000 236.500 244.000 256.000 254 .000 248.000 250 .000 248.000 .000 550.000 260.000 248.000 240.000 248.000 260 .00 0 400.000 1175.000 1975.000 3085.000 3150.000 4100.000 4520.000 .000 1300.000 1095.000 1400.000 1940.000 2414.000 3280.000 4000.000 4550.000 5200.000 5770.000 6075.000 .000 550.000 1210.000 2810.000 3235.000 4505.000 4875.000 400.000 248.000 244.000 234.000 244.000 244.000 256.000 .000 1750.000 258.000 250.000 250 .000 238 .000 244 .000 256.000 256 .000 246.000 244.000 250.000 .000 550.000 258.000 248.000 246.000 252.000 260.000 CHNIM I TRACE .000 .000 .000 .000 .000 .000 1480.000 2295.000 3105 .000 3175.000 4155.000 4540.000 .000 .000 1115.000 1540 .000 2020.000 2415.000 3670.000 4280.000 4660.000 5410 .000 5780.000 6160.000 .000 .000 1310.000 3180.000 3250 .000 4600.000 5010.000 .000 .000 .000 .000 .000 .000 248.000 242.000 233.500 244.000 246.000 258.000 .000 .000 256.000 250.000 248.000 246.000 246.000 254.000 256.000 246.000 244.000 252.000 .000 .000 256 .000 240.000 246.000 252.000 262 .000 .000 .000 .000 .000 1725 .000 2380.000 3106.000 4040.000 4335.000 4560.000 .000 .000 1170.000 1560.000 2350.000 2430.000 3730.000 4370.000 4750.000 5470.000 58 1 0.000 6230.000 .000 PAGE .000 1520.000 3210.000 3570.000 4660 .000 5085 .000 2 1 GR Xl GR GR GR GR GR GR NC Xl GR GR GR GR Xl GR GR GR GR GR Xl GR GR GR GR GR QT Xl GR GR GR GR GR GR NC 262.000 11.13 0 264.000 248.000 248.000 244.000 254.000 260.000 .085 11 .330 264.000 254.000 250.000 256.000 11.560 266.000 240.150 250.000 252.000 262.000 11.660 270.000 254.000 250.000 258.000 266.000 6.000 11.820 270.000 258.000 264.000 240.300 2 50 .000 268.000 .085 1 0/02 /94 534 0.00 0 28.000 1000.000 1565.000 1620.000 2490.000 3090.000 3645.000 .085 20.000 1 000.000 1 261.000 193 7.000 2658.000 23.000 1 000.000 1480. 000 2694.000 3085.000 3940 .000 23.000 1000.000 1712.0 00 2309 .000 4068.000 4826.000 11 040 .000 27.000 1000.000 2263.000 2913 . 000 3710.000 5047.000 6245 .000 .085 26 0.000 1565.000 262.000 240 .000 248.000 246 .000 256 .000 262.000 .060 187 0.000 262.000 252.000 250.000 258.000 1185.000 264.000 250.000 252.000 254.000 264.000 1797.000 268.000 250.000 250.000 260.000 268.000 1553 0.000 3700.000 266 .000 260.000 250.000 240.300 250.000 270.000 .060 553 0 .000 1620.000 1045.000 1570.000 2020.000 2500.000 315 0 .000 3665 .000 .100 1937.000 1061.000 1309.000 2000.000 2821.000 1481.000 1 069 .000 1481.0 00 2760.000 3151.000 4043.000 2227.000 1100.000 1797.000 3536.000 4184.000 5323.000 17720.000 3752.000 1102.000 2482.000 3019 .000 3742.000 5202.000 6361.000 .300 CARTERS CREEK MAIN CHANNEL 06 :35 :31 262 .00 0 300.000 260.000 238.000 246.000 248 .000 258.000 264.000 .300 800.000 260.000 2 5 0.000 2 5 0.000 2 60 .000 700.000 260.000 250.000 254.000 256.000 266.000 450.000 266.000 240.200 252.000 262.000 270.000 29070.000 70 0.000 262.000 258.000 2 5 0.000 250.000 256.000 .000 .500 5565.00 0 550.000 1140 .000 1572 .000 2 345.0 00 2790.000 3320.000 3830 .000 .000 500 .000 1142 .000 1870 .000 2523.000 2942.000 550.000 1130 .000 1657 .000 2811.000 3265 .000 4575.000 550.000 1236 .000 1980 .000 3618 .000 4400 .000 5617 .000 17720 . 000 650 .000 1214 .000 2615.000 3265.000 3752.000 5293.000 .000 .000 264.000 700.000 252.000 238.000 246.000 250 .000 2 58 .000 .000 .000 1100.000 258.000 239.500 2 52 .000 262 .00 0 1175.000 250.000 248.000 254.000 258 .000 .000 550.000 264.000 240.200 254.000 262.000 .000 1 7720.000 850.000 260.000 258.000 250.000 25 0 .000 260.000 .000 .000 564 0.000 .000 1330 .000 1608.000 2430 .000 2930 .000 345 0 .000 .000 .000 .000 1179.000 1875.000 2555.000 3610.000 .000 1185 .000 1878.000 2923.000 344 1 .000 .000 .000 13 92.000 2220.000 3753 .000 4586.000 .000 .000 .000 1357. 000 2806 .000 3537.000 3903 .000 5386.000 .000 .000 .000 .000 250.000 240.000 244.000 252.000 260 .000 .000 .000 .000 256.000 239.500 25 4 .000 264.000 .000 240.150 248 .000 252.000 260 .000 .000 .000 260.000 250 .000 256 .000 264.000 .000 .000 .000 260.000 260.000 250.000 250.000 266.000 .000 .000 .000 .000 1415.000 1610.000 2440 .000 3000.000 3495 .000 .000 .000 .000 12 2 1.000 193 2 .000 2601.000 3904.000 .000 144 0.000 2640.000 298 6.000 3812.000 .000 .000 1553.000 2227.000 4018 .000 4665 .000 .000 .000 .00 0 2200.000 2852.000 3700.000 4349 .000 6162.000 .000 .000 PAGE 3 Xl GR GR GR GR GR GR GR GR Xl X3 GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR Xl BT BT BT BT BT BT BT BT BT BT BRIDGE AND RCB-CARTERS CREEK AT HWY 30 RIVER STATION 11.88 11 .880 38.000 1 22 .000 1 933.000 300 .000 300.000 259.430 253.120 248.600 249.6 1 0 250.970 251 .340 243 .70 0 250.620 11.890 10.000 259.430 247.380 253.120 249 .180 248.830 249.520 250.520 247.730 242.350 236.520 236.520 242 .120 247.620 250.340 244 .040 244.040 244 .040 248.500 262.390 11.891 -89.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 263.000 903.000 1277 .000 1800 .000 1933 .000 22 14.00 0 2480 .000 91.000 .000 .000 2 39.90 0 263.000 676.000 1 056.000 1268 .000 1434.000 1842.000 1871.8 00 1896.700 1914.500 1946 .7 00 1957.500 2092 .0 00 2210.1 00 2230 .40 0 224 1.000 2298.000 2696.000 .000 80.380 238.000 246.000 263.000 468.000 790 .000 927.000 1083.000 1268.000 1360.000 256.140 252.400 248.830 250.530 251.110 250.740 241.170 251.050 122.000 .000 257.260 247 .380 252.880 250.310 250.830 249.610 250.080 247.420 241.800 236.520 240.300 242.120 247.920 249.810 244 . 040 244 .040 244.040 249.360 .000 .0 00 257.260 256.420 256.380 256.290 254 .850 252.300 251.280 250 .790 250 .780 250 .810 122 .000 364.000 1 056.000 1360.000 1839.00 0 1998.000 2231.000 2500.000 2480.000 .0 00 80.380 240.000 297.000 790.000 1068.000 1277.0 00 1534.000 184 8.4 00 18 73 .200 1896.800 1921.7 00 194 6.800 1971.500 2138.000 2219 .900 2230.500 2242 .000 2422 .000 .000 .000 257.260 247.380 253.350 253.12 0 251.140 250.310 248.640 248.590 249 .520 250 .330 252.570 251.14 0 250.830 250 .750 247 .7 3 0 250.670 246.230 262.390 65.000 .000 256 .110 247.380 252.400 250. 710 248.590 250.360 250.730 247.420 241.800 236.320 240.300 242.120 247 .920 2 49.780 244 .040 24 4.04 0 244.040 250.620 .000 1.000 1 22 .000 239.900 246.100 297.000 521.000 830 .000 1056.000 11 08.000 12 77.000 13 80.000 233 .000 468.000 1068.000 1380.000 1842.000 2064.000 2242.000 2696.000 65.000 .000 122 .000 246.000 364.000 830 .000 1083.000 1345.000 1734.00 0 1848 .500 1873.3 00 1898.200 1921 .8 00 1948 .200 1971.600 2140.000 2220.000 2231.500 2242.100 2480 .000 .000 1.000 257.040 256.4 1 0 256.380 256.110 254 .460 252.000 250.840 250.710 250.780 250.820 300.000 2 47 .380 249.1 8 0 248.590 250.080 239.250 249.810 248.500 .000 65.000 .000 252.570 247.380 251.14 0 2 48.600 248.490 250.530 250.970 247.220 239.420 236.320 240.8 20 242.120 250.740 2 48.800 2 44 . 040 2 44 . 0 4 0 244.040 251 .0 5 0 .000 1. 000 256.140 247.380 247.380 252.88 0 250.640 250 .710 248.830 248.490 249.6 1 0 250.750 .000 238.000 676.000 1083.000 1534.000 1879.0 00 2 1 38.000 2298.000 .000 .000 254.670 233.000 246.100 468.000 903.000 1108. 000 1360 .000 18 00 .0 00 1861 .000 1878 .500 1898.300 1923 .200 1948.300 1998.000 2202 .0 00 2221.000 2231.600 2252.000 2500.000 .000 .000 233 .000 240 .000 248.000 364.000 676 .000 903.000 1068.000 1145.000 1345 .000 1434 .000 .000 247.380 250.71 0 248.340 250.730 237 .9 80 248.800 249.360 .000 .000 254.950 247.380 247.380 25 0 .64 0 248 .670 248 .340 250.750 251.11 0 242.350 237.620 235 .620 240.820 245.220 250.670 245.400 244 . 040 244.040 246.640 255.780 .000 .000 256.450 256.410 256 .370 255.620 253.220 251.460 250.840 250.730 250.800 250.840 .000 248 .000 830.000 1145 .000 1734 .000 1910 .000 2202.000 2422.000 .000 .000 .000 238.000 248.000 521 .000 927.000 1145.000 1 380.000 1839 .000 1871.7 00 1888 .500 1 908 .500 1923.30 0 1956.500 2064.000 221 0 .000 2221.100 2240.9 00 2252.100 2581.800 .000 .000 252.570 253.350 247.380 252 .400 249 .180 248.600 250 .830 248.340 250.360 250 .520 1 BT BT BT BT BT BT BT BT BT BT .000 .000 .00 0 .000 .000 .000 .000 .000 .000 .000 10 /02/9 4 BT BT BT BT BT BT BT BT BT BT Xl X2 Xl X3 Xl GR GR GR GR GR GR GR GR GR GR Xl GR .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 11 .900 .000 11 .90 1 10.00 0 11 .910 257.600 252.930 251.070 248.980 250.800 250.250 248.000 250.000 25 1 .980 252.000 11.950 267 .000 1534.000 1839.000 1848.500 1871.800 1878 .500 1896.800 1908.500 1921.800 1946.7 00 1948.300 06:35:31 1971.500 2064.000 2140.000 2210.100 2221.000 2230.500 2240.900 2242.100 2298.000 2500.000 .000 .000 .000 .000 50.000 .000 455.000 715. 000 1331.000 2027.000 2162.000 2535.000 3200.000 3575.000 3693.000 28 .000 2000.000 251.810 254.610 254.670 254.810 254.850 254.960 255.030 255.020 254.980 254.980 254.950 254.800 254. 720 254.650 254.640 254.630 254.670 254.680 254.930 255.760 .000 .000 .000 .000 1900.000 256.250 248.190 250.300 249.790 248.420 249.540 248.000 251.000 252.000 253.000 2962.000 252.000 250.080 251.110 251.020 242.350 251.020 236.520 251.020 240 .300 251.020 251.020 251.020 250 .670 249.780 252.340 244 .040 244.040 252.340 252.340 248.500 251 .0 50 .000 .000 .000 .000 2106.000 107.000 461.000 870.000 1474 .000 2048.000 2240.000 2552.000 337 0.000 3635.000 3697.000 3027.000 2200.000 1734 .000 1842 .000 1861 .000 1873.200 1888 .500 1898.200 1914 .500 1 923.200 1946 .800 1956 .500 1971.600 2092.000 2202 .000 2219.900 2221.100 2231.500 2241 .000 2252.000 2422.000 2581.800 45.500 .000 1.000 .000 65.000 255.940 248.190 249 .320 250.200 239.050 249.630 250.000 252.430 252.000 254 .000 211 .000 250.000 253.740 254.630 254 .750 254.820 254.910 254.970 255.020 2 5 5.020 254.980 254.970 254.950 254.760 254.660 254.640 254.640 254.630 254.670 254.720 2 5 5.490 255.780 45.500 .000 1 .000 .000 65.000 178.000 467.000 1024.000 1614.000 2063.000 2270.000 2760.000 3415.000 3678.000 3745.000 211.000 2245.000 250 .730 247 .730 251.020 241.800 251 .020 236.320 251.020 240 .820 242.120 251.020 247.920 250.340 248.800 252.340 252.340 244 .0 40 244.040 252 .340 249 .360 255.780 45 .500 1 .000 1 .000 .000 65.000 254.790 244.400 248.470 250.140 238.320 252.000 248 .600 252 .410 249 .0 00 255.000 211.000 250.000 1800.000 1848.400 1871.700 1873.300 1896.700 1898.300 1921.700 1923.300 1948.200 1957 .500 1998.000 2138.000 2210.000 2220.000 2230 .400 2231.600 2242.000 2252.100 2480.000 .000 .000 .000 .000 254.600 .000 300 .000 478 .000 1114.000 1756.000 2093.000 2300.000 2900.000 3445.000 3683.000 3905.000 .000 2615.000 254.380 254 .670 254.810 254 .820 254 .960 254.970 255.020 255.020 254. 980 25 4 .970 254 .900 254.720 254.650 254.640 254.630 254.630 254.680 254.720 255.750 .000 .000 .000 .000 70254.950 .000 252. 960 251.710 248.630 251.100 251 .100 250.000 248.900 251 .780 249 .000 256 .000 .000 252.000 250 .97 0 247.420 251.020 251.020 251.020 251.020 251 .020 251 .020 242.120 251.020 PAGE 250.740 249.810 245.400 244 .040 252.340 252.340 244.040 246.640 250.620 .000 .000 .000 .000 .000 .000 401.000 559.000 1210 .000 1900.000 2106.000 2525.000 3000.000 3525.000 3687.000 3985.000 .000 2810.000 4 1 GR GR GR GR GR NC Xl GR GR GR GR GR GR GR NC Xl GR GR GR GR 252.000 25 0.300 2 51.84 0 254.000 254.000 .08 0 11 .978 270.000 266.000 264.000 254.000 250.000 250 .800 259.00 0 .080 11. 98 0 270.000 266.00 0 264 .000 254 .000 1 0/0 2 /94 GR GR GR Xl GR GR GR GR GR GR GR Xl GR GR GR GR 250.000 250.000 259.000 11 .986 270.00 0 266.000 264.000 254.000 250 .000 2 5 0.000 259.000 11 .988 270.000 266.000 264.000 254.000 2962 .000 3500.000 4372.000 4558.000 4 78 5.000 .080 34.000 1000.0 00 1368.0 00 2282.000 2424.000 330 0.000 420 0 .00 0 4870.000 .08 0 239 .000 252.000 251.840 254 .000 256 .000 .060 3300 .000 268 .000 266.000 262.000 252.000 242.000 252.00 0 255.000 .060 2992.000 4240.000 4423.000 4567.000 5 0 30.000 .100 33 58 .000 1106.000 1835.000 2300.000 24 54 .000 3310.000 4500.000 4975.000 .100 239.000 254 .100 252.000 253.500 257 .000 .300 148 .000 266 .000 268.000 260.000 250 .000 242 .000 2 5 5 .000 256.000 .30 0 3007.000 4290 .000 4454.000 461 0.000 537 0.000 .000 148 .000 1212 .000 2134 .000 2329.000 2804.000 3348.000 4510 .000 530 0.000 .000 252.000 253 .910 252 .000 259 .0 00 .000 .000 148.000 260.000 268.000 258.000 2 50.000 250.0 00 255.000 258.000 .000 RIVER STAT ION 1 1.98 SECTION PRIOR T O CARTERS GROVE TRIB JUNCTION 34.00 0 1000.000 1368 .000 2282.000 2 4 2 4 .000 06:35 :31 3300.000 391 0 .000 487 0.000 34.000 10 00 .000 1368 .000 2282.000 242 4 .000 3300.000 3910.000 4870.000 34.000 1000 .000 1368.000 2282.000 2424 .000 3300 .000 268.000 266.000 262.000 252.000 2 42 .000 250 .000 255.000 33 00.000 268.000 266 .000 262.000 252 .000 242.000 250.000 255.000 3300.000 268.000 266.000 262 .000 2 52.000 3358.000 1106 .000 1835.000 2300.000 2454.000 3310.000 4038.000 4975.000 3358.000 11 06.000 1835.00 0 2300.000 24 54.0 00 3310.000 4038.000 4975.000 3358.000 1106.000 1835.0 00 2300.000 2454.000 10 .000 266.000 268.000 260.000 250.000 242.000 2 5 5.000 256.000 30.000 266.000 268 .000 260.000 250.000 242.000 2 55 .000 256.000 1 0 .000 266 .000 268.000 260 .000 250.000 10 .0 00 1212.000 2 1 34.000 2329 .000 280 4 .000 3348 .000 4510.000 5300 .000 30.000 1212.000 2134.000 2329.000 2804.000 3348.000 4 51 0.000 530 0.000 1 0.000 1212 .000 2134.000 2329.000 2804.000 10.00 0 260.000 268.000 258.00 0 2 50.0 00 250.000 255.000 258.000 30.000 260 .000 268.000 258.000 250.000 250 .000 255.000 258 .000 1 0.000 260.000 268.000 258.0 00 250.000 3027 .000 4320.000 4540.000 4612.00 0 .000 .000 .000 1271.0 00 2216.000 2363.000 2908.000 3358.00 0 4800 .000 5665.000 .000 .000 1271 . 000 22 1 6.000 2363.000 2908.000 3358.000 4800.000 5665.00 0 .00 0 1271 .000 22 1 6.000 2363 .0 00 2908.000 3358 .000 4800.000 5665.000 .000 1271.000 22 1 6.000 2363.000 2908 .000 254 .000 252.000 253.000 259.000 .000 .000 .000 260.000 266.000 256.000 250.000 252 .000 259.000 .000 .000 .000 260.000 266 .000 256.000 250.000 252.000 259.000 .000 .000 260.000 266.000 256.000 250 .000 252.000 259.000 .000 .000 260 .000 266.000 256 .000 250 .000 3130.000 4338.000 4550.000 4 780.000 .000 .000 .0 00 1332. 000 225 1.000 2394.000 3182.000 3 49 0.000 4805.000 .000 .000 .000 1 332.000 2251.000 2394.000 3182.000 PAGE 3490 .000 4805.000 .000 .000 1 332 .000 2251.000 2394.000 3182.000 3490.000 4805.000 .000 .000 1332.000 2251.000 2394.000 3182.000 5 1 GR GR GR Xl GR GR GR GR GR GR GR GR Xl GR GR GR GR GR GR Xl GR GR GR GR GR EJ 250.000 250.800 259.000 12.031 266.900 251.500 242 .850 2 5 2.000 257.590 253 .000 257 .000 259 .000 12 .180 270 .000 260.000 252.000 24 4.500 256.000 266 .000 12.370 270 .000 260.000 250 .000 258.000 268.000 .000 3300.000 4200.000 4870.000 38.000 1000.000 1900.000 2675.000 3135.000 3660.000 3723.000 3786.000 4080 .000 29.000 1000.000 2123.000 2751.000 3810.000 4138 .000 5311 .000 23.000 1000 .000 1392.000 3000.000 3789 .000 4007.000 .000 10 /02/94 06:35:31 SECNO Q TIME SLOPE DE PT H QLOB VLOB XLOBL CWS E L QCH VCH XLCH *PROF 1 CCHV= .100 CEHV= .300 *SECNO 10.560 242.000 252.000 255.000 2640 .000 266.000 250.000 242.850 252.000 257.590 254.000 256.000 258.000 3801 .000 268.000 258 .000 252.000 244.500 258.000 268 .000 3000.000 270.000 258.000 246.000 260.000 270.000 .000 CRIWS QROB VROB XLOBR 3310.000 4500.000 4975.000 2710.000 1290.000 2270.000 2685.000 3325.000 3690.000 3729.000 3806.000 4112.000 3836.000 1447 .000 2165 .000 2920 .000 3825 .000 4318 .000 5505.000 3376.000 1010 .000 1531 .000 3300.000 3834.000 4046.000 .000 WSELK ALOB XNL !TRIAL EG ACH XNCH !DC 242.000 255.000 256.000 238.000 260.000 250.000 250 .000 2 5 4.000 255.000 255.000 256.000 257.000 330.000 266.000 256.000 250.000 250.000 260.000 268 .000 925.000 266.000 256.000 246.000 262.000 272.000 .000 HV AROB XNR !CONT 3348.000 4510 .000 5300.000 238.000 1510.000 2315.000 2700 .000 34 5 0.000 3707.000 3735 .000 3884 .000 4138.000 780.000 1949.000 2227 .000 2943 .000 3836 .000 4544 .000 5567.000 752.000 1054 .000 1690 .000 3370.000 3879.000 4085.000 .000 HL VOL W'I'N CORAR 250.000 255.000 258.000 238.000 254.000 252.000 252.000 2 5 6.000 254.000 256.000 256.250 .000 430.000 264.000 254 .000 250.000 254.000 264 .000 270.000 1000.000 264 .000 254 .000 250.000 264.000 .000 .000 3358 .000 4800 .000 5665 .000 .000 1610.000 2360.000 2710.000 3545 .000 3712.000 3740.000 3905 .000 .000 .000 2038.000 2311.000 2969.000 3845.000 4739.000 5602.000 .000 1177.000 2441.000 3376.000 3914.000 .000 .000 OLOSS TWA BANK ELEV LEFT /RIGHT ELM IN TO PW ID SSTA ENDST RIVER STATION 10.56 IS THE SECTION PRIOR TO THE WOLF PEN CREEK JUNCTION 10.56 12.75 246.25 .00 246 .25 246.47 .22 .00 .00 244.00 252.000 259.000 .000 .000 252.000 252.000 252.900 256.800 253.000 257 .000 259.000 .000 .000 262.000 252.000 250.000 254.000 266.000 .000 .000 262.000 254.000 256.000 266.000 .000 .000 3490.000 4805 .000 .000 .000 1690.000 2640 .000 2800 .000 3655.000 3715.000 3748 .000 3908.000 .000 .000 2059.000 2439.000 3801.000 3880 .000 5169 .000 .000 .000 1252.000 2733.000 3707.000 3960 .000 .000 .000 PAGE 6 21800. 10154. 3695. 7952. 3364. 587 . 2806 . 0. 0. 244 .00 .00 3.02 6.29 2.83 .080 . 060 . 080 .000 233 .50 1925 .00 . 005728 400 . 40 0. 400. 0 0 0 .00 2416.2 5 4341.25 0 *SECNO 10.890 3265 DIVIDED FLOW 10.89 13.37 249.87 .00 .00 249.97 .10 3.49 .01 248.00 21800. 203 . 3640. 17957. 289 . 823. 9136 . 247 . 74. 246.00 .15 .70 4.42 1. 97 . 080 .060 . 080 .000 236.50 2041.01 . 001556 97 5. 1750. 1300 . 4 0 0 .00 2826.75 6 1 54.59 0 *SECNO 10.990 10.99 13.39 250.89 .00 .00 251 .04 .14 1. 06 .01 248.00 21800. 2822. 3404. 15573. 1672 . 655. 6057. 365. 105. 246.00 .21 1. 69 5.20 2.57 .080 .060 . 080 .000 237.50 2470.17 .002429 550. 550. 550 . 3 0 0 .00 2103.58 4573.75 0 *SECNO 11.130 11 .1 3 14.18 252.18 .00 .00 252.36 .18 1.31 .01 248 .00 21.800. 1018. 3964 . 16818. 577. 686 . 6462. 463. 126. 248.00 .25 1. 76 5.78 2.60 .080 .060 . 080 .000 238.00 1325.76 . 002300 300 . 700. 55 0. 2 0 0 .00 1682.26 3008.03 0 CCHV= .100 CEHV= .300 *SECNO 11.330 11.33 14.73 254.23 .00 .00 254.80 .57 2.33 .12 250.00 2 1800. 4989. 8420. 8391. 1872. 934. 2640. 558 . 147. 250.00 .29 2.66 9.01 3.18 .085 .0 60 .085 .000 239 .50 1256 .38 . 00501 5 800 . 1100. 500. 2 0 0 .00 1351.21 2607.58 0 1 10 /0 2 /94 06 :35 :31 PAGE 7 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL !DC !CONT CORAR TO PW ID ENDST *SECNO 11.56 0 3301 HV CHANGED MORE THAN HVINS 0 0 0 0 0 11.56 21800. .42 .000451 *SECNO 11.660 15.51 65 . .73 700 . 255 .66 8621 . 2.59 1175 . .00 13114. 1. 30 550. .00 88. .085 3 255 .72 333 2. .060 0 .0 6 10086. .085 0 .87 .0 5 250.00 711 . 173. 250.00 .000 240 .15 1 153 .84 .00 2092.05 3245.90 11.66 15.66 255.86 13594 . 2 .34 550. .00 7957. .92 550. .00 373 . .085 2 255 .91 58 0 1 . .060 0 .06 8677. .085 0 .19 890. .000 .00 .00 201. 240 .20 2336.08 250 .00 250.00 1662.82 3998.90 21800. .50 .000283 *SECNO 11.820 11.82 1772 0 . .65 .000410 250. .67 450. 15 .83 5051. 1.17 700. 256.13 1922. 2.65 850. .00 1 0746. 1 .17 650. .00 4314. .085 0 2 56.16 726. .060 0 .03 9167 . .085 0 .24 .00 250.00 1124. 237. 250.00 .000 240 .3 0 2972.62 .00 2323.3 0 5295.92 CCHV= .3 00 CEHV= .5 00 *SECNO 11.880 11.88 1 7720. .73 .000216 *SECNO 11.890 11.89 17720. .74 . 000170 CARTE RS CREEK MAIN CHANNEL BRIDGE AND RCB-CARTERS CR EEK AT HWY 30 RIVER STATION 11 .88 18.25 256.23 .00 .00 256 .25 .02 .09 0. 1378 7. 3933. 0 . 1125 6. 4186. 1 227. .03 1 .22 .94 .085 .060 .085 .000 300. 300. 300. 0 0 0 .00 .00 253 . 237 .98 2471.03 20.62 0 . .04 65 . 256.24 17538 . 1 .13 65. .00 182. .53 65. .00 0. .085 0 256.26 155 36. .060 0 .02 342. .085 0 . 01 . 00 1250. 257. .000 235 .62 .00 2472.92 256.1 4 251.34 118 .5 5 2589 .58 256.11 250.62 116. 98 2589.90 *SECNO 11.8 9 1 1 10/02 /94 SECNO Q TIME SLOPE 06:35 :31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC RV AROB XNR I CONT HL VOL WTN CORAR OLOSS BANK ELEV TWA LEFT /RIGHT ELM IN SSTA TO PW ID ENDST PAGE 8 3370 NORMAL BRIDGE,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 11. 89 20.59 256.21 .00 .00 256.29 .0 8 .00 .03 256 .11 17720 . 0. 17698. 22. 0 . 7925. 47. 1250 . 257. 250 .62 .74 .01 2.23 .47 .085 .060 .085 .000 235.62 118 .22 .002 152 1. 1. 1. 2 0 0 -78 20.80 2471.08 2589.31 0 *SE CNO 11. 900 3370 NORMAL BRIDGE ,NRD= 89 MIN ELTRD = 250.71 MAX ELLC= 257.26 11 .90 20 .69 256.31 .00 .00 256.39 .07 .09 .00 256 .11 17720. 0 . 17690. 30 . 0. 814 5 . 58. 1259. 260 . 250.62 .75 .0 4 2.17 .51 .085 .060 .08 5 .000 235.62 114.63 . 001979 46 . 46 . 46. 2 0 0 -7835.75 2476.40 2591.02 0 *SE CNO 11 .90 1 3495 OVERBANK AREA ASSUMED NON-EFFE CTIVE ,ELLEA = 254 .60 ELREA= 70254.95 11.90 20.76 256.38 .00 .00 256.40 .02 .00 .0 2 256 .11 17720. 0. 17720 . 0. 1. 15855. 0. 1259 . 260. 25 0.62 .7 5 .06 1.12 .00 .085 .060 .0 85 .000 23 5.62 1 12.08 .000162 1. 1. 1 . 2 0 0 .00 2367.92 2480.00 0 *SECNO 11 . 910 3280 CROSS SECTION 11.91 EXTENDED .41 FEET 11.91 18.09 256.41 .00 .00 256.42 .01 .01 .00 251.10 17720 . 7838. 2172. 7710. 10119 . 1709. 10313. 1287. 264. 251 .1 0 .77 . 77 1. 27 .75 .0 85 .060 .0 85 .0 00 238.32 94.67 . 000165 65. 65 . 65. 2 0 0 .00 3890.33 3985.00 0 *SECNO 11 .950 3265 DIVIDED FLOW 11.95 17 .45 256.45 .00 .00 256.49 .04 .06 .02 252.00 1772 0 . 6 194 . 2491. 90 35. 4499. 809. 7673. 1372. 281 . 252 .00 .81 1 .38 3. 08 1.18 .085 .060 .085 .000 239 .00 2140 .73 .000609 211. 21 1 . 211. 1 0 0 .00 2869.14 5181.35 0 1 10 /02 /94 06:35:3 1 PAGE 9 0 0 0 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CCHV= .1 00 CEHV= *SECNO 11.978 3265 DIVIDED FLOW 11.98 14.54 17720 . 7505. .8 4 1. 41 . 000521 148 . CCHV= .100 CEHV= *SECNO 11.980 3265 DIVIDED FLOW RIVER 11.98 14.54 17720. 7590. .84 1.42 . 000531 1 0 . *SECNO 11 .986 3265 DIVIDED FLOW 11.99 14.56 17720. 7587. .84 1. 42 .000526 30. *SECNO 11.988 3265 DIVIDED FLOW 11.99 14.56 17720 . 7500. .84 1.40 . 000513 10 . CWSEL QCH VCH XLCH . 300 256.54 2260. 2.96 148. .300 CRIWS QROB VROB XLOBR .00 7955. 1.17 148. WSELK ALOB XNL I TRIAL .00 5334. .080 2 STATION 11 .98 SECTION PRIOR 256.54 .00 .00 2284. 7846. 5339 . 2.99 1.18 . 080 10. 10. 0 256.56 .00 .00 2278. 7855. 5352. 2.98 1.18 . 080 30. 30. 0 256.56 .00 .00 2250. 7970. 5357 . 2.94 1.17 .080 10 . 10. 0 EG ACH XNCH !DC 256.5 8 763. .060 0 TO CARTERS 256.58 763. . 060 0 256.60 764. . 060 0 256.60 765. . 060 0 HV AROB XNR !CONT .04 6789. .080 0 GROVE .04 6648 . .080 0 .04 6677. .080 0 .04 6839 . .080 0 HL VOL WTN CORAR .08 1416. .000 .00 OLOSS BANK ELEV TWA LEFT/RIGHT ELM IN SSTA TO PW ID ENDST .00 250.00 291. 250.00 242.00 2385.70 2879.31 5397.77 TRIB JUNCTION .01 .00 250.00 1419. 291. 250.00 .00 0 242.00 2385.6 1 .00 2880.57 5398.80 .0 2 .00 250.00 1428. 293. 250.00 .000 242.00 2385.38 .00 2883.90 5401.49 .01 .00 250.00 1431 . 294. 250.00 .000 242.00 2385.29 .00 2885.19 5402.53 0 1 0 0 0 1 10/02/94 06:35:31 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR !TRIAL !DC *SECNO 12.031 3265 DIVIDED FLOW 12.03 13.86 256. 71 .00 .00 256.78 17720. 10007. 2380. 5333. 5486. 675. .88 1. 82 3.52 1. 51 .080 . 060 . 001043 238 . 238. 238. 2 0 *SECNO 12.180 12.18 12.59 257.09 .00 .00 257.14 17720. 15877. 1207. 636. 9386. 386. .94 1. 69 3.13 .85 .080 . 060 .000723 330. 430. 780. 2 0 *SECNO 12.370 12.37 11.68 257.68 .00 .00 257.76 17720. 5142. 10595. 1983. 4714. 3779. 1. 07 1. 09 2.80 1. 23 .080 . 060 . 000593 925 . 1000. 752. 2 0 10 /02/94 06:35:31 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01,02,03 ,04,0 5 ,0 6 MODIFICATION -50,51 ,52,53,54,55,56 IBM-PC-XT VERSION ************************************************** PAGE 10 HV HL OLOSS BANK ELEV AROB VOL TWA LEFT/RIGHT XNR WTN ELM IN SSTA !CONT CORAR TOPWID END ST .07 .17 .01 252 .00 3543. 1493. 308. 252.00 .080 .000 242 .85 1564.78 0 .00 2242.02 3905.51 .0 5 .36 .00 250.00 746. 1593. 332 . 250.00 . 080 .000 244.50 2193.27 0 .00 2042 .65 4235.92 .08 .61 .01 250.00 1606. 1811. 376. 250.00 . 080 .000 246.00 1556.53 0 .00 2219.30 3775.83 PAGE 11 THIS RUN EXECUTED 10/02/94 06:35:44 1 0 Tl HYDRAULIC ANALYSIS OF CARTER'S CRE E K AND TRIBUTARIES T2 FLOODWAY DETERMINATION -SEPTEMBER, 1994 T3 METHOD 4 Jl !CHECK INQ NINV !DIR STRT METRIC HVINS Q WSEL 0. 7. 0 . 0. .000000 .00 . 0 0 . 247.250 J2 NPROF !PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 15.000 .000 .000 .000 .000 .000 .000 .000 .000 10/02/9 4 06:35:3 1 S ECNO DEPTH CWS EL CRIWS WS ELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SS TA SLOPE XLOBL XLCH XLOBR I TRIAL !DC !CONT CORAR TO PW ID ENDST *PROF 2 CCHV= .100 CEHV= .300 *SECNO 1 0.560 2800 NAT Ql= 2880.45 WSEL= 246.25 ENC Ql= NAT Ql= 4541. RATIOS LOB ,CH,ROB= .4728 .1363 2880.45 WSEL= . 3909 WSEL= 247.25 RA TI O= 247.25 .0000 3470 ENCROACHMENT STATIONS= 2469.5 3949.9 TYPE= 4 TARGET= .366 RIVER STATION 10.56 IS THE S E CTION PRIOR TO THE WOLF PEN CREEK JUNCTION 1 0.56 1 3.75 247.25 .00 246.25 247.55 .30 .00 .00 244.00 21800. 9373. 4684. 7743. 2546. 677. 2519. o. 0. 244 .00 .00 3.68 6 .92 3.07 .080 . 060 . 080 .000 233.50 2469.52 . 005722 400 . 400. 400. 0 0 0 .00 1480.41 3949.94 *SECNO 1 0.890 2800 NAT Ql= 5526.47 WSEL= 249.87 ENC Ql= 5526.47 WSEL= 250.87 RATIO= .0000 NAT Ql= 7808. RATIOS LOB ,CH ,ROB= 3470 ENCROACHMENT STATIONS= 2143.3 .00 16986. 10.89 21800. 14 .42 592. 250. 92 4222. .0 286 .1379 3602.4 TYPE= 249.87 474 . 251.05 907 . .8336 WSEL= 250.87 4 TARGET= .14 7070. 3.48 209. .292 .02 42 . 248.00 246.00 FQ .000 I TRACE .000 PAGE 12 0 0 0 1 0 .13 .001517 1.25 975. 4.66 1750. 2 .40 1300 . . 080 2 .060 0 .080 0 .000 236.50 2143.31 .00 1459.12 3602.43 *SECNO 10.990 2800 NAT Ql= 4423.01 WS E L= 250.89 ENC Ql= 4423 .01 WSEL= 251.89 RATIO= 251.89 .0000 NAT Ql= 6190 . RATIOS LOB,CH ,ROB = 3470 ENCROACHMENT STATIONS= 2800.4 .00 14433. 2.96 550. 10.99 21800. .18 .002404 14.41 3343. 2.25 550. 251.91 4023. 5.54 550. .1635 4073.2 250 .89 1486. .08 0 2 .1321 TYPE= 252.10 727. .060 0 .7044 WSEL= 4 TARGET= .19 1.04 4869 . 307. .080 .000 0 .00 .285 .02 59 . 237 .50 1272.83 248.00 246.00 2800.38 4073 .21 *SECNO 11.1 30 2800 NAT Ql= 4545.38 WS EL= 252.18 ENC Ql= 4545.38 WS EL= WS E L= 253.18 253.18 RATIO= .0000 NAT Ql= 6082. RATIOS LOB,CH,ROB= .0595 .1546 .7859 3470 ENCROACHMENT S TATIONS= 11.13 21800 . .22 .002299 10/0 2/94 SECNO Q TIME SLOPE CCHV= 15.19 1225. 2.34 300. 06:35:31 DE PTH QLOB VLOB XLOBL .100 CEHV= 253.19 4513. 6.09 700. CWSEL QCH VCH XLCH .300 1446.1 .00 16062. 3.00 550. CRIWS QROB VROB XLOBR 2505.5 252 .18 523 . . 080 2 WSELK ALOB XNL ITRIAL T YPE= 253.42 741. .060 0 EG ACH XNCH IDC 4 TARGET= .23 1.30 5360. 390 . .080 .000 HV AROB XNR I CONT 0 . 00 HL VOL WTN CORAR .253 .01 72 . 238.00 1059.41 OLOSS T WA ELMIN TO PW ID 248.00 248.00 1446.08 2505.49 BANK ELEV LEFT/RIGHT SSTA ENDST *SECNO 11.330 2800 NAT Ql= 3078.30 WSEL= 254.23 ENC Ql= 3078.30 .4 107 WSEL= WSEL= 255.23 255.23 RATIO= .0000 NAT Ql= 4164. RATIOS LOB ,CH,ROB= 3470 ENCROACHMENT STATIONS= 1567 .0 .00 7477 . 3.69 500. 11.33 21800. .25 . 004978 *SE CNO 11.560 15.75 4893 . 3.43 800 . 255.25 9430 . 9. 41 1100. .2688 2323.2 254.23 1426. .085 2 .3205 TYPE= 255.95 1002. .060 0 4 TARGET= .71 2.39 2026. 472. . 085 .000 0 . 00 .261 .14 85 . 239.50 756.20 2 5 0.00 250.00 1567 .0 3 2323.23 PAGE 13 0 0 0 1 2800 NAT Ql = 10 270.67 WSEL= 255.66 ENC Ql= 1 0270.67 WSEL= WSEL= 2 5 6 .66 256.66 RATIO= .0000 NAT Ql= 12610. RATIOS LOB ,CH ,ROB= .0037 .3711 .6251 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 11.56 21800. .37 .000428 *SECNO 11.660 16.66 68. .93 700. 256.81 9878. 2.69 1175. 1172.0 .00 11854 . 1.47 550. 2460.4 255 .66 73. .0 85 2 TYPE= 256.88 3670. .060 0 4 TARGET = . 07 . 86 8054 . 611. .085 .000 0 . 00 .186 .06 101. 240.15 1288.43 250.00 250.00 1171. 95 2460 .3 8 2800 NAT Ql= 1 2951.95 WSEL= 255.86 ENC Ql= 12951.95 WSEL= 256.86 256.86 RATIO= .0000 NAT Ql= 156 21. RATIOS LOB ,CH,ROB= .0148 .58 25 3470 ENCROACHMENT STATIONS= 11.66 16.80 257.00 21800. .44 .000271 234 . .88 450 . 15 23 1. 2.42 550. 1752.4 3090.9 TYPE= .00 255.86 257.07 6335. 1. 05 550. 265. .085 2 6292. .060 0 .4027 WSEL= 4 TARGET= .171 .00 . 07 .18 250 .00 6046. .0 85 0 765. 118. 250.00 .000 240.20 1752.42 .00 1338.49 3090.91 *SECNO 11.82 0 2800 NAT Ql= 8748.19 WSEL= 2 5 6.13 ENC Ql= 8748.19 WSEL= 257.13 RATIO= 257.13 .0000 NAT Ql= 11152. RATIOS LOB ,CH,ROB= 34 70 ENCROACHMENT STATIONS= 11.82 17720 . .59 .000386 10 /0 2 /9 4 SECNO Q TIME SLOPE CCHV= 16.97 4976 . 1. 28 700. 06:35:31 DEPTH QLOB VLOB XLOBL .300 CEHV= *SECNO 11.880 257.27 2127. 2.71 850. CWSEL QCH VCH XLCH .50 0 3164.4 .00 10617. 1. 28 650. CRIWS QROB VROB XLOBR .2889 4889.8 2 56.13 389 2 . .085 2 WSELK ALOB XNL ITRIAL .0955 TYPE= 257.30 785. .060 0 EG ACH XNCH IDC .6156 WSEL= 4 TARGET= .04 .23 8269. 9 74. .0 85 .000 HV AROB XNR I CONT 0 .00 HL VOL WTN CORAR .216 .00 142. 240.30 1725.44 OLOSS TWA ELMIN TO PW ID 250.00 250.00 3164.40 4889 .84 BANK ELE V LEFT /RIGHT SSTA END ST 2800 NAT Ql = 12069.80 WSEL= 256.23 ENC Ql= 12069.80 WSEL= 257.23 RATIO= .0000 PAGE 14 0 0 0 1 NAT Ql= 15379. RATIOS LOB,CH,ROB= .0002 .7822 .2176 WSEL= 257.23 3470 ENCROACHMENT STATIONS= 121 .8 1946 .8 TYPE= 4 TARGET= .215 CARTERS CR EE K MAIN CHANNEL BRIDGE AND RCB-CAR TERS CREEK AT HWY 30 RIVER STATION 11.88 11.88 17720 . . 65 .000204 19.38 257 .36 .00 256 .23 257.39 .03 .08 .00 256.14 0 . 17666 . 54 . 0 . 13284. 84 . 1065. 154. 251 .34 .07 1.33 .65 .085 .060 .085 .000 237.98 121.83 300. 300. 3 00. 1 0 0 .00 1824.96 1946.79 *SECNO 11.890 2800 NAT Ql= 13605.22 WS EL = 256.24 EN C Ql= 17019.50 WS EL = NAT Ql= 17236. RATIOS LOB,CH,ROB= .0002 .9874 .0124 WS EL = 257.24 RATIO= -.2510 257.24 3470 ENCROACHMENT S TATIONS= 11.89 21.77 257.39 17720. . 67 . 000103 *SECNO 11.8 9 1 0. .00 6 5 . 17720. .97 65. 1 22.0 .00 0 . .00 65. 2480.0 256.24 0. .085 1 TYP E = 257.40 18199 . .060 0 4 TARGET= . 0 1 . 01 o. 1088. .085 .000 0 . 00 .013 .00 157. 235.62 2358.00 256.11 250.62 122.00 2480.00 2800 NAT Ql = 3820.07 WS EL = 256.21 ENC Ql= 5630 .70 .0063 WSEL= WSEL= 257.2 1 RATIO= -.4740 NAT Ql= 5666 . RATIOS LOB,CH,ROB= .0000 .9937 257 .21 3370 NORMAL BRIDGE ,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 3470 ENCROACHMENT STATIONS= 11. 89 1 7720. .67 .000875 21.75 0. .00 1. 257.37 17720. 1.67 1. 122.0 .00 0. .00 1. 2480.0 TYPE= 2 5 6.21 0. .085 1 2 5 7.42 10608. .060 0 4 TARGET= . 04 . 00 0. 1088. .085 .000 0 -7593 .74 .006 .01 157. 235 .62 2358.00 256.11 250.62 122 .00 2480.00 *SECNO 11 .900 2800 NAT Ql= 3982.98 WSEL= 256.31 ENC Ql= 5847.38 WSEL= WSEL= 257 .31 RATIO= -.4681 NAT Ql= 10 /02 /94 SECNO Q TIME SLOPE 5887. RATIOS LOB ,CH ,ROB= .0000 .9932 .0068 06:35:31 DEPTH QLOB VLOB XLOBL CWS EL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR I CONT HL VOL WTN CORAR 257.31 OLOSS BANK ELEV TWA LEFT /RIGHT ELMIN SSTA TOPWID ENDST PAGE 15 0 0 0 1 3370 NORMAL BRIDGE ,NRD= 89 MIN ELTRD= 250 .71 MAX ELLC= 257.26 3470 ENCROACHMENT STATIONS= 122.0 2480.0 TYPE= 4 TARGET= .007 11.90 21.79 257.41 .00 256.31 257.45 .04 .04 .00 256 .11 17720. 0. 17720. 0. 0. 10686. 0. 1100. 160. 250.62 .67 .00 1.66 .00 .085 .060 .085 .000 235.62 122.00 . 000854 46 . 46. 46. 0 0 0 -7593.74 2358.00 2480.00 *SECNO 11.901 2800 NAT Ql= 13929.39 WSEL= 256.38 ENC Ql= 17550.67 WSEL= 257.38 RATIO= -.2600 NAT Ql= 17555. RATIOS LOB,CH,ROB= .0002 .9998 .0000 WSEL= 257 .38 3470 ENCROACHMENT STATIONS= 122.0 2480 .0 TYPE= 4 TARGET= .000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 254.60 ELREA= 11.90 21.83 257.45 .00 256.38 257.46 .01 17720. 0. 17720. 0. 0. 18366 . 0. .67 .00 .96 .00 .085 .060 .085 .000100 1. 1. 1. 2 0 0 *SECNO 11.910 2800 NAT Ql= 13798.34 WSEL= 256.41 ENC Ql= 13798 .34 WSEL= NAT Ql= 17650. RATIOS LOB,CH ,ROB= .4433 .1158 .4408 WSEL= 3280 CROSS SECTION 11.91 EXTENDED 1.46 FEET 70254.95 .00 .01 256.11 1100. 160. 250.62 .000 235.62 122.00 .00 2358.00 2480.00 257 . 41 RATIO= 257 .41 .0000 3470 ENCROACHMENT STATIONS= 781.1 3218.9 TYPE= 4 TARGET= .218 11.91 19.14 257.46 .00 256.41 257.47 .01 .01 .00 251.10 17720. 7577. 2624. 7519. 8683. 1926. 8615. 1128. 164. 251.10 .69 .87 1. 36 .87 .085 .060 .085 .000 238.32 781.15 . 000162 65 . 65. 65. 0 0 0 .00 2437.79 3218.94 *SECNO 11.950 2800 NAT Ql= 7179.82 WSEL= 256.45 ENC Ql= 7179.82 WSEL= 257 .45 RATIO= .0000 NAT Ql= 9636. RATIOS LOB,CH,ROB= .3416 .1192 .5391 WSEL= 257 .45 3280 CROSS SECTION 11.95 EXTENDED .so FEET 10 /02 /94 06:35:31 PAGE 16 0 0 0 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 3470 ENCROACHMENT STATIONS= 11.95 17720. .73 .000593 CCHV= 18.50 5778 . 1.50 211. .100 CEHV = 257.50 2816. 3.21 211. . 300 CRIWS QROB VROB XLOBR 2382.5 .00 9127. 1.40 211. WSELK ALOB XNL ITRIAL 4130.5 256.45 3849. .085 1 EG ACH XNCH IDC TYPE= 257.55 878 . .060 0 HV AROB XNR I CONT HL VOL WTN CORAR 4 TARGET= .05 .06 6530. .085 0 1202. .000 .00 OLOSS TWA ELMIN TO PW ID .255 .02 174. 239.00 1747 .97 BANK ELEV LEFT/RIGHT SSTA ENDST 252.00 252.00 2382.53 4130.50 *SECNO 11.978 2800 NAT Ql= 7764.54 WSEL= 256 .54 ENC Ql= 7764.54 WSEL= 257.54 RATIO= 257.54 .0000 NAT Ql= 10312. RATIOS LOB ,CH,ROB= .4124 .1085 3470 ENCROACHMENT STATIONS= 11 .98 17720. .75 . 000515 CCHV = 15.58 7008. 1.61 148. .100 CEHV= 257.58 2549. 3.10 148 . .300 2722.0 4271.9 TYPE= .00 256.54 257.63 8163. 1.43 148 . 4357 . .080 1 823. .060 0 .4791 WSEL= 4 TARGET= .05 .08 5726. .080 0 1239 . .000 .00 .247 .00 179. 242.00 1549.97 250.00 250.00 2721. 97 4271. 94 *SECNO 11.980 2800 NAT Ql= 7689.55 WSEL= 256.54 ENC Ql= 7689.55 WSEL= 257.54 RATIO= 257.54 .0000 NAT Ql= 10217. RATIOS LOB,CH ,ROB= . 4167 .1096 .4737 WSEL= 3470 ENCROACHMENT STATIONS= 2722.5 4138.0 TYPE= 4 TARGET= .2 47 RIVER STATION 11.98 SECTION PRIOR TO CARTERS GROVE TRIB JUNCTION 11.98 17720 . .75 . 000523 15.58 257.58 .00 256.54 257.64 .05 .01 7077 . 2573. 8070. 4360 . 824. 5310. 1242 . 1.62 3.12 1.52 .080 .060 .080 .000 10 . 10. 10. 0 0 0 .00 .00 180. 242.00 1415.44 250.00 250.00 2722.51 4137. 95 *SECNO 11.986 2800 NAT Ql= NAT Ql= 10261. 7723.84 WSEL= 256.56 ENC Ql= 7723.84 WSEL= WSEL= 257.56 257.56 RATIO= .0000 RATIOS LOB ,CH ,ROB= 3470 ENCROACHMENT STATIONS= 2722.2 .00 8078. 1. 52 30. 11.99 17720 . .76 .000519 15.60 7074. 1. 62 30. 257.60 2568. 3.11 30. .4165 4139.3 256.56 4370. .080 0 .1093 TYPE= 257.65 825. .060 0 .4742 4 TARGET= .247 .00 . 05 . 02 250.00 5328. .080 0 1249. 181. 250.00 .000 242.00 2722 .16 .00 1417.13 4139.29 0 1 0 0 0 10 /02/9 4 SECNO Q TIME SLOPE 06:35 :31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR !CONT HL VOL WTN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT E LM IN SSTA TOPWID ENDST *SE CNO 11.988 2800 NAT Ql= 7825.72 WSEL= 256.56 ENC Ql= 7825.72 WS EL= 257.56 RATIO= 257 .56 .0000 NAT Ql= 10388. RATIOS LOB,CH,ROB= 3470 ENCROACHMENT STATIONS= 11.99 17720. .76 . 000506 *SECNO 12.03 1 15.61 7004. 1.60 10. 257.61 2536. 3 .07 10 . 2721.1 .00 8180. 1.42 10. .4120 .108 1 4274.1 TYPE= 256.56 4382. .0 80 0 257.66 825. .060 0 .4799 WSEL= 4 TARGET= .05 5769. . 080 0 .01 1252. .000 .00 .247 .00 181. 242.00 1553.00 250 .00 250.00 2721.11 4274.10 2800 NAT Ql= 5487.31 WS E L= 256.71 ENC Ql= 5487.31 WSEL= 257 .71 RATIO= 257.71 .0000 NAT Ql= 7461. RA T IOS LOB ,CH ,ROB= .5549 .1164 .3286 WSEL= 3280 CROSS SECTION 12.03 EXTENDED .74 FEET 3470 ENCROACHMENT S TATIONS= 12.03 17720. .79 . 001026 *SECNO 12.180 14.90 9368. 2.09 238 . 257 .75 2795. 3.74 238 . 1 955.7 .00 5557. 1. 82 238. 3274.9 T YP E= 256.71 4492. .080 1 257 .8 4 747. .060 0 4 TARGET = .265 .09 3052. .080 0 .17 .01 252.00 1304. 189 . 252.00 .000 242.85 1955 .72 .00 1319.21 3274.93 2800 NAT Ql= 6589.12 WSEL= 257.09 ENC Ql= 6589.12 WSEL= 258.09 RATIO= 258.09 .0000 NAT Ql= 8564. RATIOS LOB,CH,ROB= .8866 .0606 .0528 WSEL= 3470 ENCROACHMENT STATIONS= 12.18 17720. .85 . 000712 13 .63 15404. 1. 96 330. 258.13 1391. 3.30 43 0. *SECNO 12.370 2800 NAT Ql= 7275.72 WSEL= 2803.4 .00 924. 1.18 780 . 4047.7 257.09 7847. . 080 0 TYPE= 258.20 422. .060 0 4 TARGET= . 07 . 36 782 . 1391. .080 .000 0 .00 . 231 .00 203. 244.50 1244.27 250.00 250.00 2803.40 4047.66 257 .68 ENC Ql= 7275.72 WSEL = 258.68 RATIO= .0000 PAGE 17 NAT Ql= 9423. RATIOS LOB,CH,ROB= .3374 .5407 .1218 WSEL= 258.68 3470 ENCROACHMENT STATIONS= 2554.0 3483.5 TYPE= 4 TARGET= .228 12.37 12 .7 1 258.71 .00 257.68 258.82 .11 .61 .01 250.00 17720. 3915. 12400. 1405. 2634. 4167. 831. 1569 . 225. 250.00 .95 1.49 2 .98 1. 69 . 080 .060 . 080 .000 246.00 2554 .02 . 000587 925 . 1000. 752. 2 0 0 .0 0 929.44 3483.47 0 1 PROFILE FOR STREAM METHOD 4 PLOTTED POINTS (BY PRIOR ITY )-E-ENERGY ,W -WATER SURFACE,I-INVERT,C-CRITICAL W.S.,L-LEFT BANK,R-RIGHT BANK,M-LOWER END STA ELEVATION 230. 235. 240. 245. 250. 255. 260. 265. 270 . 275. SECNO CUMDIS 10.56 0. c I L E M so. c I L E M 100. c I L WE M 150. c I RL. WE .M 200. c I RL. WE .M 250. c I L. E .M 300 . c I L . E .M 350. c I RL WE M 400. c I RL WE M 450. c I. RL WE M 500. c I. RL E M 550. c I. R .L E M 600. c I. R.L WE M 650. c I. R.L WE M 700. c I. RL WE M 750. c I RL E M 800. c I R L E M 850. c I R L WE. M 900. c I R L WE. M 950. c I R L WE. M 1000. c I R L E. M 1050. c .I R L E. M 1100 . c .I .R L WE M 1150. c . I .R L WE M 120 0. c . I .R L E M 1250 . c . I .R L E M 1300. c 1350. c 1400. c 1450. c 1500. c 1550. c 1600. c 1650. c 1700. c 10.89 1750. c 1800. c 1850. c 1900. c 1950. c 2000. c 2050. c 2100. c 2150. c 2200. c 2250. c 10.99 2300. c 2350. c 2400. c 2450. c 2500. c 2550. c 2600. c 2650. c 2700. c 2750. c 2800. c 2850. c 2900. c 2950. c 11.13 3000. c 3050. c 3100. c 3150. c 3200. c 3250. c 3300. c 3350. c 3400. c 3450. c 3500. c .I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .R L .R L .R L .R L .R L R L R L R L R L R R R R R R R R R R R L L L L L L L L L L L R L R L R L R L R L R L R L R L R L RL RL RL RL L L L L L L L L L L L L E WE WE .E .E .E .WE .WE E E E E WE E E E E WE WE E E E WE WE E E E WE WE WE E E E WE WE E E WE WE WE E E WE. WE. WE. M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 3SSO. c 3600. c 36SO. c 3700. c 37SO. c 3800. c 38SO. c 3900. c 39SO. c 4000. c 40SO. c 11. 33 4100. c 41SO. c 4200. c 42SO. c 4300. c 43SO. c 4400. c 44SO. c 4SOO. c 4SSO. c 4600. c 46SO. c 4700. c 47SO. c 4800. c 48SO. c 4900. c 49SO. c sooo. c SOSO. C SlOO. c SlSO. c S200. c S2SO. c 11.S6 S300. c S3SO. c S400. c S4SO. c ssoo. c ssso. c S600. c S6SO. c S700. c S7SO. c I I I I I I I I I. I. I. I. I. I. I. I. I. I. I. I. I. I I I I I I I I I I I I I I I I I I I I I I I I L L L L. L. L. L. L. L. L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L WE. WE WE WE WE W.E WE WE WE WE WE .WE .WE .WE .WE .WE .WE .WE .WE WE WE WE WE WE WE WE WE E E E E E WE WE E E E E E E E E E E E M M M M M M M 'M M M M M M M M. M. M. M. M. M. M M M M M M .M .M .M .M .M .M M M M M M M M M M M M M M. 5800. c 11. 66 5850. c 5900. c 5950. c 6000. c 6050. c 6100. c 6150. c 6200. c 6250. c 6300. c 6350. c 64 00. c 6450. c 6500. c 6550. c 6600. c 6650. c 11.82 6700. c 6750. c 6800. c 6850. c 6900. c 6 950. c 11.88 11. 89 11.89 7000. 7050. 7100. c c c 11.90 7150. c 11.90 7200. c 11. 91 7250. c 7300. c 7350. c 11. 95 7400. c 7450. c 7500. c 11.98 7550. c 11.98 7600. c 11. 99 7650. c 11.99 7700. c 7750. c 12.03 7800. c 7850. c 7900. c 7950. c 8000. c . I . I . I . I I I I I I I I I I I I I I I I I I I . I . I . I . I . I . I . I . I . I I I. I I I I I I I I I I I I L L L L L L L L L L L L L L L L L L L R L .R L .R .R .R .R .R .L L L L L .L R R L R L L L L L L L L L L L L E E E E E E E E E E E E E E E WE WE E E E E E E E L E L E L E L E L E M E M E M E ME E E EM EM EM EM EM MWE EM M. M. M. M. M. E M M E M M E M M M M. M. M M M M M M M M M M M M M M M M M M 1 8050. c I 8100. c I 8150. c I 8200. c I. 12 .18 8250. c I. 8300. c I. 8350. c I. 8400. c I. 8450. c I 8500 . c I 8550. c I 8600. c I 8650. c I 8700. c I 8750. c . I 8800. c . I 8850. c . I 8900. c . I 8950. c . I 9000. c . I 9050. c . I 9100. c 9150. c 9200. c 12.37 9250. c 10/02/94 06:35:31 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01,02,03,04,05,06 MODIFICATION -50,51,52,53,54,55,56 IBM-PC-XT VERSION ************************************************** L E M. .L E M .L E M L E M L E M L E M L WE M L WE M L WE M L E M L E M L E M L E M L E M L E M L E M L E M L E M L E M L E M L E M I L E M I L WE M I L WE M I L WE M THIS RUN EXECUTED 10 /0 2 /94 NOTE-ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST METHOD 4 PAGE 18 06:35:56 SUMMARY PRINTOUT --~--(~wm SECNO SSTA ENDST (._,, t+i 2416.25 -t~ Vl 10.560 1925.00 4341.25 10.560 2469.52 3949.94 1480.41 ----'{\; ~ 10.890 2041.01 6154.59 2826.75 10.890 2143.31 3602.43 1459.12 10.990 2470.17 4573.75 2103.58 10.990 2800.38 4073.21 1272.83 11.130 1325.76 3008.03 1682.26 11.130 1446.08 2505.49 1059.41 11.330 1256.38 2607.58 1351.21 11.330 1567.03 2323.23 756.20 11.560 1153. 84 3245.90 2092.05 11. 560 1171.95 2460.38 1288.43 11.660 1662.82 3998.90 2336.08 11.660 1752.42 3090.91 1338.49 11.820 2972.62 5295.92 2323.30 11.820 3164.40 4889.84 1725.44 11.880 118.55 2589.58 2471.03 11.880 121.83 1946.79 1824.96 11.890 116.98 2589.90 2472.92 11. 890 122.00 2480.00 2358.00 11.891 118.22 2589.31 2471.08 11.891 122.00 2480.00 2358.00 1 10/02/94 06:35:31 PAGE 19 SECNO SSTA ENDST TO PW ID 11.900 114.63 2591.02 2476.40 11.900 122.00 2480.00 2358.00 11.901 112.08 2480.00 2367.92 11.901 122.00 2480.00 2358.00 11. 910 94.67 3985 .00 3890.33 11.910 781.15 3218.94 2437 .79 11.950 2140.73 5181.35 2869.14 11. 950 2382.53 4130.50 1747.97 11.978 2385.70 5397 .77 2879.31 11.978 2721.97 4271. 94 1549.97 11. 980 2385.61 5398.80 2880.57 11 .980 2722.51 4137.95 1415.44 11. 986 2385.38 5401.49 2883.90 11.986 2722.16 4139 .29 1417.13 11.988 2385.29 5402.53 2885.19 11.988 2721.11 4274.10 1553.00 12 .03 1 1564.78 3905.51 2242.02 12.031 1955.72 3274 .93 1319. 21 12.180 2193.27 4235.92 2042.65 12.180 2803.40 4047.66 1244.27 12.370 1556.53 3775.83 2219.30 12.370 2554.02 3483.47 929.44 1 10/02/94 06:35:31 PAGE 20 SUMMARY OF ERRORS AND SPECIAL NOTES 1 10 /02 /94 06:35:31 PAGE 21 1 FLOODWAY DATA, PROFILE NO. 2 METHOD 4 -------FLOODWAY -------WATER SURFACE ELEVATION STATION WIDTH MEAN WITH WITHOUT DIFFERENCE SECTION AREA VELOCITY FLOODWAY FLOODWAY 10.560 1480. 5742. 3.8 247 .3 10.890 1459. 8451. 2.6 250.9 10.990 1273 . 7081. 3.1 251.9 11.130 1059. 6624. 3.3 253.2 11.330 756. 4454. 4.9 255.2 11.560 1288. 11797. 1. 8 256.8 11.660 1338. 12603. 1.7 257.0 11.820 1725. 12946. 1.4 257.2 11.880 1825 . 13368 . 1. 3 257.3 11.890 2358. 18199. 1. 0 257.3 11.891 2358. 10608. 1. 7 257.4 11.900 2358. 10686. 1. 7 257.4 11.901 2358. 18366. 1.0 257.5 11.910 2438. 19224 . . 9 257.5 11.950 1748. 11257. 1. 6 257.5 11.978 1550. 10906. 1. 6 257.5 11.980 1415. 10494. 1. 7 257 .5 11.986 1417 . 10522. 1. 7 257.6 11.988 1553. 10975. 1. 6 257.6 12.031 1319. 8292. 2.1 257.7 12.180 1244. 9050. 2.0 258 .1 12.370 929. 7633. 2.3 258.7 10 /02 /94 06:35:57 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01,02 ,03 ,0 4 ,05,06 MODIFICATION -50 ,51 ,52 ,53 ,54 ,55 ,56 IBM-PC-XT VERSION ************************************************** 246.3 1. 0 249.9 1. 0 250.9 1. 0 252 .2 1. 0 254 .2 1. 0 255 .7 1.1 255.9 1.1 256.1 1.1 256.2 1.1 256.2 1.1 256.2 1. 2 256 .3 1.1 256 .4 1.1 256 .4 1.1 256.5 1. 0 256.5 1. 0 256.5 1. 0 256 .6 1. 0 256 .6 1. 0 256 .7 1.0 257.1 1. 0 257 .7 1. 0 PAGE 1 THIS RUN EXECUTED 10 /02 /94 06:35:57 Appendix "M" HEC-2 Flood Plain Analyses For Carter's Grove Tributary (Current FEMA) A ppendix "M" !******************************************** 1 * HEC-2 WATER SURFACE PROFILES * * Version 4 .6 .2: May 1991 * * * * * * RUN DATE 26NOV94 TIME 11 :18 :06 * ******************************************** 26NOV94 11 : 18 :06 ************************************* HEC-2 WATER SURFACE PROFILES Version 4 .6.2: May 1991 ************************************* Tl CARTER 'S GROVE EXISTING CONDITIONS T2 FLOODWAY DETERMINATION METHOD 4 T3 EQUAL CONVEYANCE Jl !CHECK INQ NINV !DIR 2 J2 NPROF I PLOT PRFVS XSECV x x xxxxxxx x x x x x x xxxxxxx xx xx x x x x x x x x xxxxxxx STRT METRIC 0 XSECH FN xxxxx x x x x xxxxx x x x xxxxx HVINS Q 0 AL LDC IBW 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) 756-1104 * * * * * *************************************** PAGE 1 THIS RUN EXECUTED 26NOV94 11 :18 :06 WSEL FQ 256 .31 CHNIM !TRACE 1 1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT llO NC 0.035 ET 0 QT 2 200 0.035 0 1022 53 0.030 10.4 1022 54 0.10 Xl 1 48 4125.00 4294.00 GR 257.6 600.00 GR 252.9 1055.00 GR 251.1 1315.00 GR 249.0 1931.00 GR 250.8 2627.00 GR 250.3 2762.00 GR 248.0 3135.00 GR 250.0 3800.00 GR 252.0 4175.00 GR 254.0 4407.00 NC 0.035 Xl 2 GR 255 GR 252 GR 253 GR 249.0 Xl GR GR GR GR Xl GR GR GR Xl 3 254 253 254 253 26NOV94 4 254 253 251 5 0.035 19 650 750 960 1018.00 19 845 936 ll61 1264 ll :18:06 15 1000 llOO 1441 13 256.25 707.00 248.19 1061.00 250.30 1470.00 249.79 2074.00 248.42 2648.00 249.54 2840.00 248.00 3152.00 251.00 3970.00 252.00 4235.00 256.00 4542.00 0.030 1000 253 252 253 0.10 1026 667 895 972 253.00 1026.00 1240 253 252 254 254 1428 253 253 251 1467 1264 865 1000 ll71 1271 1452 1019 1318 1446 1505 0.30 1. 00 255.94 248.19 249.32 250.20 239.05 249.63 250.00 252.43 247.99 258.00 0.30 230.00 252 253 254 254.00 35 252 252 254 255 35 252 254 254 27 1. 00 778. 00 1067.00 1624. 00 2214.00 2663.00 2870.00 3360.00 4015.00 4282.00 4775.00 150.00 673 928 1000 ll33. 00 35 872 1063 1240 1434 35 1028 1330 1452 27 1. 00 254.79 244.40 248.47 250.14 238.32 252.00 248.60 252.41 251.69 180.00 252 254 254.00 255.00 35 252 252 251 256 35 252 254 255 27 900.00 1078.00 1714.00 2356.00 2693.00 2900.00 3500.00 4045.00 4294.00 690 937 1007.00 ll71. 00 886 ll39 1254 1464 1038 1340 1635 252.96 251. 71 248.63 251.10 251.10 250.00 248.90 251.78 253.29 252.50 254 249.00 253 253 251 253 254 256 1001. 00 ll95. 00 1810.00 2500.00 2706.00 3125.00 3600.00 4125.00 4352.00 722 946 1015.00 906 ll53 1258 PAGE 2 1048 1428 1679 GR GR GR 254 253 251 Xl 6 GR 255 GR 254.5 GR 257 1000 1332 1491 12 1000 1442 1536 251 254 254 1475 255 254 257 1027 1352 1505 1516 1283 1468 1623 Xl 7 15 1305.00 1340.00 GR 259.0 1000.00 258.00 1027.00 BR 254.0 1134.00 254.00 1206.00 1 GR 250.0 1316.00 249.50 1322.00 NC 0.020 Xl 8 GR 257 GR. 249.74 Xl 9 GR 259 GR 256.26 0.035 9 700 1015 11 700 1000 GR 255.85 1240 Xl 10 GR 259 GR 251. 74 Xl 11 GR 261.00 GR 257.00 GR 252.23 Xl 12 GR 261.00 GR 257.00 GR 256.70 GR 256.00 Xl 13 GR 261.00 GR 257.00 GR 253.19 26NOV94 8 745 1025 15 730 858 1005 17 700 860 1000 1060 14 700 862.00 1025.00 11: 18:06 0.013 1000 256 250.47 1000 259 250.97 1000 256.20 255.00 1000 257.00 256.00 251.40 1000 261.00 256.80 252.73 257.59 1000 261.00 256.60 257.00 0.10 1030 712 1025 1030 880 1005 1030 866 1030 1030 731 859 1015 1030 730 861 1005 1266 1030 730 863.00 1030.00 254 254 254.7 47 254 254 37 257.00 254.00 255.00 0.30 46 255 254.64 56 256.20 250.14 77 256.27 256.61 71 257.00 255.60 252.23 94 258.00 256.30 251.90 85 258.90 256.96 257.00 1052 1362 1623 43 1315 1475 32 1058.00 1257.00 1326.00 36 870 1030 48 880.5 1015 77 1000 1242 71 805 900 1025 94 731 892 1015 85 731.00 1000 1075.00 254 254 44 254 249.5 26 256.00 254.00 254.00 41 256.24 256.00 53 256.30 250.97 77 251. 74 71 256.00 256.30 256.50 94 257.10 256.80 252. 73 85 257.50 253.19 258.19 1072 1467 1412 1492 1071. 00 1294.00 1340.00 1000 1250 922 1025 1005 818 923 1030 820 925 1025 822.00 1005.00 1247.00 254 251 254 254 255.00 254.00 254.70 250.49 256.20 254.80 250.91 257.00 256.40 256.98 257.20 257.20 256.25 257.00 252.36 1097 1483 1420 1516 1100. 00 1305.00 1412.00 1005 960 1030 1015 819 1000 1242 821 962 1030 823.00 1015.00 PAGE 3 SEC NO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR W'TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC I CONT CORAR TOPWID ENDST *PROF 1 0 'CCHV= .100 CEHV= .300 *SECNO 1 .000 1 .000 17 .99 256.31 .00 256 .31 256 .31 .00 .00 .00 251 .78 1022 .0 969 .3 38 .9 13.8 20617 .l 854 .0 550 .6 .0 .0 251 .69 .00 .05 .05 .03 .035 .030 .035 .000 238 .32 702 .24 .000000 1. 1. 1. 0 0 0 .00 3875 .87 4578 .11 CCHV= .100 CEHV= .300 *SECNO 2 .000 3280 CROSS SECTION 2 .00 EXTENDED 1 .31 FEET 3302 WARNING : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE . KRATIO = .06 2 .000 7 .31 256 .31 .00 .00 256 .31 . 01 .00 .00 254 .00 1022 .0 773 . 9 84.6 163 .5 1333 .5 119.1 369 .5 61.5 11 .1 253 .00 .11 .58 .71 .44 .035 .030 .035 .000 249 .00 650 .00 .000030 230 . 180 . 150 . 0 0 0 .00 521 .00 1171. 00 *SECNO 3 .000 3280 CROSS SECTION 3 .00 EXTENDED 2.31 FEET 3 .000 5 .31 256 .31 .00 .00 256 .31 .01 .00 .00 254 .00 1022 .0 828 .5 72 .7 120 .8 1418 .8 100 .4 338 .4 63.0 11 .6 253 .00 .12 .58 .72 .36 .035 .030 .035 .000 251 .00 845 .00 . 000033 35. 35 . 35 . 0 0 0 .00 619 .00 1464 .00 *SECNO 4 .000 3280 CROSS SECTION 4 .00 EXTENDED 2 .31 FEET 4 .000 5 .31 256 .31 .00 .00 256 .31 .01 .00 .00 254 .00 1022 .0 794 .8 80 .8 146 .4 1322.1 98 .9 366 .6 64 .5 12.1 254 .00 .14 .60 .82 .40 .035 .030 .035 .000 251 .00 1000 .00 .000044 35 . 35 . 35 . 0 0 0 .00 679 .00 1679 .00 1 26NOV94 11:18 :06 PAGE 4 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRI AL !DC I CONT CORAR TOPWID ENDST *SECNO 5 .000 3280 CROSS SECTION 5 .00 EXTENDED 2 .31 FEET 5 .000 5 .31 256 .31 .00 .00 256.32 .01 .00 .00 254 .00 1022 .0 771.6 141.4 109 .0 1284 .1 156 .8 231 .2 65.6 12 .5 254 .00 .15 .60 .90 .47 .035 .030 .035 .000 251 .00 1000 .00 .000051 27 . 27 . 27 . 0 0 0 .00 623 .00 1623 .00 *SECNO 6 .000 3280 CROSS SECTION 6 .00 EXTENDED 1 .31 FEET 3302 WARNING : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .52 6.000 6.80 256 .30 .00 .00 256 .33 .03 .00 .01 254 .00 1022 .0 665 .5 345 .2 11 .3 784 .3 186.8 17 .7 67 .0 13 .1 254 .00 .16 .85 1. 85 .64 .035 .030 .035 .000 249 .50 1000 .00 .000190 47 . 44. 43 . 1 0 0 .00 531 .37 1531 .37 *SECNO 7 .000 3280 CROSS SECTION 7 .00 EXTENDED 1.60 FEET 7 .000 6 .80 256 .30 .00 .00 256 .34 .03 .01 .00 254 .00 1022 .0 605 .3 252 .4 164 .3 479 .2 128 .1 140. 7 67.7 13 .5 254 .00 .17 1. 26 1. 97 1.17 .035 .030 .035 .000 249 .50 1067 .05 .000319 37 . 26 . 32 . 0 0 0 .00 344 .95 1412 .00 CCHV= .100 CEHV= .300 *SECNO 8 .000 3265 DIVIDED FLOW 3280 CROSS SECTION 8 .00 EXTENDED .13 FEET 8 .000 6 .39 256 .13 .00 .00 256 .43 .30 .01 .08 256 .24 1022 .0 145 .1 769 .1 107 .8 167 .5 152 .2 178 .9 68 .3 13 .9 254 .64 .17 .87 5 .05 .60 .020 .013 .035 .000 249 .74 710.40 . 000265 46 . 41. 36 . 2 0 0 .00 528 .33 1250 .00 1 26NOV94 11 :18 :06 PAGE 5 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRI AL IDC I CONT CORAR TOPWID EN DST *SECNO 9 .000 3302 WARNING : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE . KRATIO = .65 9 .000 5 .69 255 .83 254 .63 .00 256 .58 .75 .02 .13 256.26 1022 .0 .0 948 .5 73.5 .0 131 .5 106 .9 68 .7 14 .3 254 .80 .18 .00 7.21 .69 .000 .013 .035 .000 250 .14 1000 .40 . 000632 56 . 53 . 48 . 6 16 0 .00 236 .38 1236 .78 *SECNO 10 .000 3265 DIVIDED FLOW ' 3685 20 TRIALS ATTEMPTED WSEL .CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 10 .000 5.36 256 .27 256 .27 .00 257 .06 .79 .05 .01 256.27 1022 .0 .9 932 .2 88.9 4.4 124 .6 105 .7 69 .1 14 .8 255 .00 .1 8 .20 7 .48 .84 .020 .013 .035 .000 250 .91 863 .11 . 000721 77 . 77 . 77 . 20 8 0 .00 327 .81 1196 . 82 *SECNO 11 . 000 3265 DIVIDED FLOW 3685 20 TRIALS ATTEMPTED WSEL .CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 11 . 000 5 .28 256 .68 256 .68 .00 257 .44 .76 .05 .00 256 .40 1022 .0 123 .0 897.4 1.6 81.4 120 .6 7 .0 69 .5 15 .3 256 .50 .18 1. 51 7 .44 .23 .020 .013 .035 .000 251.40 809 .19 .000757 71. 71. 71. 20 5 0 .00 259 .73 1108 .56 *SECNO 12 .000 3265 DIVIDED FLOW 3685 20 TRIALS ATTEMPTED WSEL.CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTli ASSUMED 1 26NOV94 11 :18 :06 PAGE 6 SECNO DEPTli CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRI AL !DC I CONT CORAR TOPWID ENDST 12 .000 5 .28 257.18 257 .18 .00 257 .81 .62 .06 .01 256 .70 1022 .0 67 .3 852 .2 102 .5 60 .0 123 .2 122 .3 70 .0 16 .0 256 .25 .19 1 .12 6 .92 .84 .020 .013 .035 .000 251.90 811 .83 . 000622 94 . 94 . 94 . 20 5 0 .00 394 .87 1213 .22 ' *SECNO 13 .000 3685 20 TRIALS ATTEMPTED WSEL.CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTli ASSUMED 13 .000 5 .22 257 .58 257 .58 .00 258 .11 .53 .05 .01 256 .96 1022 .0 196 .6 796 .4 29 .0 132 .8 120 .9 49 .9 70.6 16 . 7 257 .00 .19 1.48 6 .59 .58 .020 .013 .035 .000 252 .36 817 .06 .000578 85 . 85 . 85. 20 6 0 .00 341.19 1158 . 25 1 PROFILE FOR STREAM CONVEYANCE PLOTTED POINTS (BY PRIORITY) E-ENERGY.W-WATER SURFACE.I-INVERT.C-CRITICAL W.S .. L-LEFT BANK.R-RIGHT BANK.M-LOWER END STA ELEVATION 238. 240. 242. 244. 246. 248. 250. 252. 254. 256. SECNO CUMDIS 1. 00 0. I L E M 10. c I RL . E M 20. c I RL. E M 30. c I. RL. E M 40. c I R L E M 50. c I RL E M 60. c I R.L E M 70. c . I R. L EM 80. c I R L EM 90. c I R L E 100. c I R L ME 110. c I .R L M E 120. c I .R L M E 130. c I. R L M E 140. c I R L M E 150. c I R L M E 160. c I R L M E 170. c 1 R L M E 2.00 180. c I R L M E 190. c I R L M E 200. c I. R L .M E 210. c ., I R LM. E 3.00 220. c I R L E 230. c I R L E 240. c I R L E 4.00 250. c I L E 260. c I L E 270. c I L E 5.00 280. c I L E 290. c I L M E 300. c I L .M E 310. c I L M E 320. c I L M E 6.00 330. c L M E 340. c L M E 7.00 350 . c L M E 360 . c R.L M E 370 . c R LM WE 380 . c .R L WE 8 .00 390 . c R MWLE 400 . c I R MWLE 410 . c I R W LE 420 . c R W LE 430 . c I. R W LE 440 . C. I. R W LE 9 .00 450 . I. c W LE 460 . c W L E 470 . RC WML E 480 . . I R C WML E 490 . . I R c WL E 500 . R C WL E 510 . R CWLM E 10 .00 520 . R WM E 530 . R WM E 540 . R W M E 550 . R LWM E 560 . R LWM E 570 . RLW M E 580 . LW M E 11. 00 590 . LRWM E 600 . .LW ME 610 . .LW ME 620 . .L WM E 630 . RL W ME 640 . RL W M E 650 . RL W M E 660 . .... R L W ME 670 . R L W ME 680 . R L W ME 12 .00 690 . R L W ME 700. R L W ME 710 . .RL W ME 720 . I . .RL W ME 730. I. .R L W E 740 . I. RL W E 750 . RL W ME . 1 760. 13 .00 770 . 26NOV94 11 :18 :06 Tl CARTER 'S GROVE EXISTING CONDITIONS T2 !FLOODWY DETRMINATION METHOD 4 T3 *** EQUAL CONVEYANCE *** Jl !CHECK INQ NINV !DIR 3 J2 NPROF !PLOT PRFVS XSECV 15 1 26NOV94 11 :18 :06 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR *PROF 2 0 CCHV = .100 CEHV= .300 *SECNO 1 .000 STRT METRIC HVINS 0 XSECH FN AL LDC WSELK EG HV ALOB ACH AROB XNL XNCH XNR !TRIAL !DC !CONT ' 2800 NAT Ql= 32653 .61 WSELK= 256 .31 ENC Ql= 32653 .61 WSEL= NAT Ql = 41773 . RATIOS LOB. CH. ROB= .9405 .0402 .0193 WSEL= 3470 ENCROACHMENT STATIONS= 1666 .8 . 4294 .0 TYPE= 4 TARGET= 1.000 18 .99 257 .31 .00 256 .31 257 .31 .00 1022.0 970 .5 51. 5 .0 18589 .6 1023 .0 .0 .00 .05 .05 .00 .035 .030 .000 .000000 1. 1. 1. 0 0 0 L W E. L W E. PAGE 7 Q WSEL FQ 0 257 .31 IBW CHNIM !TRACE PAGE 8 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELM IN SSTA CORAR TOPWID EN DST 257 .31 RATIO= .0000 257 .31 .218 .00 .00 251.78 .0 .0 251 .69 .000 238.32 1666 .83 .00 2627.17 4294 .00 CCHV= .100 CEHV= .300 *SECNO 2 .000 280 0 NAT Ql= 1853 .52 WSELK= 256 .31 ENC Ql= 1853 .52 WSEL= 257.31 RATIO= .0000 NAT Ql= 2773. RATIOS LOB . CH . ROB= .7399 .0768 .1833 WSEL= 257 .31 3280 CROSS SECTION 2 .00 EXTENDED 2 .31 FEET 3302 W.ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .06 3470 ENCROACHMENT STATIONS= 728 .4 1036 .9 TYPE= 4 T.ARGET= .332 2 .000 8 .31 257 .31 .00 256 .31 257 .31 .01 .00 .00 254 .00 1022 .0 881 .1 117 .8 23 .1 1315 .2 145 .1 46 .6 55 .0 7 .6 253.00 .09 .67 .81 .50 .035 .030 .035 .000 249 .00 728 .44 .000030 230 . 180 . 150 . 0 0 0 .00 30 8 .50 1036 .94 *SECNO 3 .000 2800 NAT Ql= 1783 .35 WSELK-256 .31 ENC Ql= 1783 .35 WSEL= 257 .31 RATIO= .0000 NAT Ql= 2782. RATIOS LOB . CH . ROB-. 7740 .0652 .1608 WSEL= 257 .31 3280 CROSS SECTION 3 .00 EXTENDED 3 .31 FEET 3470 ENCROACHMENT STATIONS= 948 .6 1264.0 TYPE= 4 T.ARGET= .359 3 .000 6 .31 257 .31 .00 256 .31 257 .31 .01 .00 .00 254.00 1022 .0 927.8 94 .2 .0 1348 .4 124.3 .0 56 .2 7 .9 253 .00 .11 .69 .76 .00 .035 .030 .000 .000 251 .00 948 .62 .000033 35 . 35 . 35 . 0 0 0 .00 31 5 .38 1264 .00 1 26NOV94 11 :18 :06 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH .AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL !DC I CONT CORAR TOPWID ENDST *SECNO 4 .000 2800 NAT Ql = 1547 .38 WSELK= 256 .31 ENC Ql= 1547.38 WSEL= 257 .31 RATIO = .0000 NAT Ql= 2566. RATIOS LOB . CH . ROB= .7430 .0685 .1885 WSEL= 257 .31 3280 CROSS SECTION 4 .00 EXTENDED 3 .31 FEET 3470 ENCROACHMENT STATIONS= 1104 .8 1452 .0 TYPE= 4 TARGET= .397 4 .000 6 .31 257 .31 .00 256 .31 257 .32 .01 .00 .00 254 .00 1022.0 914 .1 107 .9 .0 1287 .9 122 .9 .0 57 .4 8 .1 254 .00 .12 . 71 .88 .00 .035 .030 .000 .000 251 .00 1104 .81 . 000044 35 . 35 . 35 . 0 0 0 .00 347 .1 9 145 2 .00 *S ECNO 5 .000 2800 NAT Ql = 1428 .52 WSELK= 256 .31 ENC Ql -1428 .52 WSEL= 257 .31 RATIO= .0000 .NAT Ql= 2380 . RATIOS LOB . CH. ROB• .7542 .1193 .1266 WSEL· 257.31 3280 CROSS SECTION 5 .00 EXTENDED 3 .31 FEET 3470 ENCROACHMENT STATIONS= 1160.2 1505 .0 TYPE= 4 TARGET= .400 5 .000 6 .31 257 .31 .00 256 .31 257 .32 .01 .00 .00 254 .00 1022 .0 827 .9 194 .1 .0 1133 .8 194 .7 .0 58 .2 8.4 254 .00 .13 .73 1. 00 .00 .035 .030 .000 .000 251 .00 1160 .20 . 000052 27 . 27 . 27 . 0 0 0 .00 344 .80 1505 .00 *SECNO 6.000 2800 NAT Ql= 740.79 WSELK= 256 .30 ENC Ql= 740 .79 WSEL= 257 .30 RATIO= .0000 NAT Ql = 1408 . RATIOS LOB . CH . ROB= .7336 .2469 .0195 WSEL= 257.30 3280 CRO SS SECTION 6.00 EXTENDED 2 .29 FEET 3302 WARNING : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE . KRATIO = .51 3470 ENCROACHMENT STATIONS-1340.2 1516.0 TYPE-4 TARGET• .474 6 .000 7 .79 257.29 .00 256 .30 257 .33 .04 .00 .01 254 .00 1022 .0 554 .9 467 .1 .0 431 .3 227 .0 .0 59 .3 8 .6 254 .00 .14 1.29 2 .06 .00 .035 .030 .000 .000 249 .50 1340.16 . 000201 47 . 44 . 43. 2 0 ' 0 .00 175 .84 1516 .00 1 26NOV94 11 : 18 :06 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BAN K ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XN L XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRI AL IDC I CONT CORAR TOPWID ENDST *SECNO 7 .000 2800 NAT Ql= 572 .35 WSELK= 256 .30 ENC 01= 572 .35 WSEL= 257.30 RATIO= .0000 NAT 01 -1042 . RATIOS LOB . CH . ROB= .6230 .2028 .1742 WSEL= 257.30 3280 CROSS SECTION 7 .00 EXTENDED 2 .59 FEET 3470 ENCROACHMENT STATIONS= 1187 .6 1340 .0 TYPE= 4 TARGET• .451 7.000 7.79 257 .29 .00 256 .30 257 .34 .06 .01 .00 254 .00 1022 .0 656 .0 366 .0 .0 386 .4 162 .7 .0 59 .8 8 .8 254 .00 .14 1. 70 2.25 .00 .035 .030 .000 .000 249 .50 1187 .62 .000337 37. 26 . 32 . 0 0 0 .00 152 .38 1340 .00 CCHV= .100 CEHV= .300 *SECNO 8.000 2800 NAT 01• 627.46 WSELK= 256 .13 ENC 01= 634.53 WSEL= 257 .13 RATIO= -.0113 NAT 01= 1344 . RATIOS LOB. CH . ROB= .3422 .4720 .1858 WSEL• 257 .13 3280 CROSS SECTION 8 .00 EXTENDED .98 FEET 3470 ENCROACHMENT STATIONS= 1000 .0 1030.0 TYPE= 4 TARGET= .528 8 .000 7 .24 256 .98 .00 256.13 257 .49 . 51 .01 .14 256 .24 1022.0 .0 1022 .0 .0 .0 177 .7 .0 60.1 8 .9 254 .64 .14 .00 5 .75 .00 .000 .013 .000 .000 249 . 74 1000 .00 . 000316 46 . 41. 36 . 2 0 0 .00 30 .00 1030 .00 *SECNO 9 .000 2800 NAT 01 • 406 .62 WSELK• 255 .83 ENC 01= 524 .82 WSEL • 256 .83 RATIO= -.2907 NAT 01= 738. RATIOS LOB. CH. ROB= .0500 .7111 .2390 WSEL= 256 .83 3280 CROSS SECTION 9 .00 EXTENDED 1 .09 FEET ..... 3470 ENCROACHMENT STATIONS= 1000 .0 1030 .0 TYPE= 4 TARGET= 9 .000 6 .80 256 .94 .00 255 .83 257 .54 .60 1022 .0 .0 1022 .0 .0 .0 164 .6 .0 .15 .00 6 .21 .00 .000 .013 .000 .000395 56. 53 . 48 . 2 0 0 *SECNO 10.000 2800 NAT 01= 380 .48 WSELK= 256 .27 ENC Ql= 497 .15 WSEL= .289 .02 .03 256 .26 60 .3 8 .9 254 .80 .000 250 .14 ·1000. 00 .00 30 .00 1030 .00 257 .27 RATIO= -.3066 NAT Ql = 783 . RATIOS LOB , CH , ROB = .1493 .6347 .2160 WSEL = 1 26NOV94 11 :18 :06 SECNO DEPTH CWSEL CRIWS WSELK EG HV 0 QLOB QCH OROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRI AL JDC I CONT "3280 CROSS SECTION 10 .00 EXTENDED .22 FEET 3470 ENCROACHMENT STATIONS= 1000 .0 1030 .0 TYPE· 4 TARGET= 10 .000 5 .92 256 .83 .00 256 .27 257 .64 .81 1022 .0 .0 1022 .0 .0 .0 141 .6 .0 .15 .00 7 .22 .00 .000 .013 .000 .000623 77 . 77. 77 . 2 0 0 *SECNO 11. 000 2800 NAT Ql= 371.53 WSELK= 256.68 ENC 01= 472 .37 WSEL= NAT Ql= 833 . RATIOS LOB . CH . ROB= .3357 .5674 .0969 WSEL= 3470 ENCROACHMENT STATIONS = 1000 .0 1030 .0 TYPE= 4 TARGET= 11. 000 5 .27 256 .67 .00 256 .68 257. 79 1.12 1022 .0 .0 1022 .0 .0 .0 120 .5 .0 .15 .00 8 .48 .00 .000 .013 .000 .001003 71. 71. 71. 2 0 0 *SECNO 12 .000 2800 NAT Ql -409 .77 WSELK• 257.18 ENC 01• 491.41 WSEL= NAT Ql • 934 . RATIOS LOB . CH. ROB= .2674 .5260 .2067 WSEL= ., 3470 ENCROACHMENT STATIONS= 1000 .0 1030.0 TYPE= 4 TARGET= 12 .000 1022 .0 .15 . 001627 *SECNO 13 .000 2800 NAT 01 = 4.60 256 .50 .0 1022 .0 .00 9 .94 94 . 94 . 424 .93 WSELK= .00 257 .18 258 .03 1.53 .0 .0 102 .8 .0 .00 .000 .013 .000 94 . 2 0 0 257 .58 ENC 01= 479 .10 WSEL= 257 .27 PAGE 11 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID EN DST .365 .04 .06 256 .27 60 .6 8 .9 255 .00 .000 250 .91 1000 .00 .. 00 30 .00 1030 .00 257 .68 RATIO= -.2714 257 .68 .433 .06 .09 256.40 60 .8 9 .0 256 .50 .000 251 .40 1000.00 .00 30 .00 1030 .00 258 .18 RATIOs -.1992 258 .18 .474 .12 .12 256.70 61.1 9 .1 256 .25 .000 251 .90 . 1000.25 .00 29 . 75 1030 .00 258 .58 RATIO= -.1275 NAT Qla 944 . RATIOS LOB . CH. ROB-.3744 .5076 .1180 WSEL= 258 .58 3685 20 TRIALS ATTEMPTED WSEL .CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 1000 .0 1030 .0 TYPE= 4 TARGET= .492 13 .000 4 .47 256 .83 256 .83 257 .58 258 .50 1.67 .15 .04 256 .96 1022 .0 .0 1022 .0 .0 .0 98 .6 .0 61.3 9.1 257 .00 .16 .00 10.37 .00 .000 .013 .000 .000 252.36 1000 .17 . 001846 85 . 85 . 85 . 20 8 0 .00 29 .60 1029 .78 1 PROFILE FOR STREAM QUAL CONVEYANCE *** PLOTTED POINTS CBY PRIORITY) E-ENERGY.W-WATER SURFACE.I-INVERT .C-CRITICAL W.S .. L-LEFT BANK .R-RIGHT BANK .M-LOWER END STA ELEVATION 238 . 240 . 242 . 244 . 246 . 248 . 250 . 252 . 254 . 256 . SEC NO CUMDIS 1. 00 0. L EM 10 . c RL . EM 20 . c RL. E 30 . c I. RL. ME 40. c R L ME 50 . c RL M E 60 . c R.L M E 70. c . I R. L .M E 80 . c R L .M E 90. c R L M E 100 . c R L M. E 110 . c ..... .R L M . E 120 . c . R L M . E 130 . c I. R L M E 140 . c R L M E 150. c R L M E 160. c R L M E 170 . c R L M E 2.00 180 . c R L M E 190 . c R L M E 200 . c I. R L .M E 210. c I R LM. E 3.00 220. c I R L E 230. c I R L E 240. c I R L E 4. 00 250. c I L E 260. c I L E 270. c I L E 5.00 280. c I L E 290. c I L M E 300. c I L .M E 310. c I L M E 320. c I L . M E 6.00 330. c I L . M E 340. c I L . M E 7.00 350. c I L . M E 360. c I R.L M WE 370. c I R LM WE 380. c I .R L W E 8.00 390. c I R M L W E 400. c I R M L W E 410. c I R M L W E 420. c I R M L W E 430. c I. R M L W E 440. c I. R M L W E 9.00 450. c I. R M L w E 460. c I R M L W E 470. c I R ML W E 480. c . I R ML W E 490. c . I R L W E 500. c I R L W E 510. c I R LM W E 10.00 520. c I R LM W E 530. c I R L W E 540. c I R L W E 550. c I R L W E 560. c ' I R L W E 570. c I RL WM E 580. c I L WM E 11. 00 590. c I LRWM E 600. c I .LW M E 610. c I .LW M E 620. c I .W M E 630. c I RW M E 640. c I RW M E 650. c T RW M E 660 . c RWL M E 670 . c RWL M E 680 . c RWL M E 12 .00 690 . c RWL M E. 700 . c RWL M E. 710 . c .WL M E. 720 . c I. .WL M E. 730 . c I. .RWL M E 740 . c I. WL M E 750 . c WL M E 760 . c WL ME 13.00 770 . w ME 1 26NOV94 11 : 18 :06 PAGE 12 THIS RUN EXECUTED 26NOV94 11 : 18 : 07 ************************************* 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 CONVEYANCE SUMMAAY PRINTOUT SSTA END ST " 702 .245 4578 .11 1666 .834 4294 .00 * 650 .000 1171. 00 * 728 .441 1036 .94 845 .000 1464 .00 948 .624 1264 .00 1000 .000 1679 .00 1104 . 809 1452 .00 1000 .000 1623 .00 1160 .197 1505.00 * 1000.000 1531 .37 * 1340 .164 1516 .00 1067.048 1412 .00 1187 . 620 1340 .00 710 .400 1250 .00 1000 .000 1030 .00 * 1000 .403 1236 .78 1000 .000 1030.00 * 863 .109 1196. 82 1000 .000 1030 .00 * 809 .188 1108 . 56 1000 .000 1030 .00 1 26NOV94 11 :18:06 PAGE 13 SSTA EN DST * 811.834 1213 .22 1000 .246 1030 .00 * 817.061 1158 . 25 * 1000.174 1029 .78 ., 1 26NOV94 11 :18 :06 PAGE 14 CONVEYANCE SUMMARY PRINTOUT TABLE 110 * * * * * * * * * * 1 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 1.000 256.31 .00 256.31 3875.87 969.35 38. 88 13. 77 . 00 . 00 4125. 00 4294. 00 . 00 1. 000 257. 31 2.000 256.31 2.000 257.31 3.000 3.000 4.000 4.000 256.31 257.31 256.31 257.31 5.000 256.31 5.000 257.31 6.000 6.000 7.000 7.000 8.000 8.000 9.000 9.000 10.000 10.000 11. 000 11. 000 256.30 257.29 256.30 257.29 256.13 256.98 255.83 256.94 256.27 256.83 256.68 256.67 12.000 257.18 12.000 256.50 13.000 257.58 13.000 256.83 26NOV94 11:18:06 1.00 257.31 2627.17 970.54 51.46 .00 .00 256.31 521.00 773.87 84.59 163.54 1.00 257.31 308.50 881.14 117.75 23.11 .00 1. 00 .00 1. 00 256.31 257.31 256.31 257.32 619.00 315.38 679.00 347.19 828.49 927.81 794.75 914.14 72.67 94.19 80.84 107.86 120.84 .00 146.41 .00 .00 256.32 623.00 771.56 141.43 109.01 1.00 257.32 344.80 827.87 194.13 .00 .99 .00 .98 .00 .85 .00 1.11 .00 .56 .00 -.01 256.33 257.33 256.34 257.34 256.43 257.49 256.58 257 .54 257.06 257 .64 257.44 257.79 531.37 175.84 344.95 152.38 528.33 30.00 236.38 30.00 327.81 30.00 259.73 30.00 665.47 554 .86 345.20 467.14 605.34 252.39 655.97 366.03 145.12 769.11 .00 1022.00 .00 948.52 .00 1022.00 .89 932.22 .00 1022.00 122.98 897.39 .00 1022.00 .00 11.33 .00 164.27 .00 107.77 .00 73.48 .00 88.89 .00 1.63 .00 .00 257.81 394.87 67.32 ·, 852.22 102.45 -.69 258.03 29.75 .00 1022.00 .00 258.11 341.19 196.57 796.43 -.75 258.50 29.60 .00 1022.00 .00 29.00 .00 .22 1666.83 4125.00 4294.00 4294.00 .00 .00 1000.00 1026.00 .00 .33 728.44 1000.00 1026.00 1036.94 .00 .00 1240.00 .36 948.62 1240.00 .00 .00 1428.00 .40 1104.81 1428.00 1264. 00 . 00 1264.00 1264.00 1452.00 .00 1452.00 1452.00 .00 .00 1467.00 1505.00 .00 .40 1160.20 1467.00 1505.00 1505.00 .00 .00 1475.00 .47 1340.16 1475.00 .00 .00 1305.00 .45 1187.62 1305.00 .00 .00 1000.00 .53 1000.00 1000.00 .00 .00 1000.00 .29 1000.00 1000.00 .00 .00 1000.00 .37 1000.00 1000.00 .00 .00 1000.00 .43 1000.00 1000.00 1516. 00 . 00 1516.00 1516.00 1340. 00 . 00 1340.00 1340.00 1030.00 .00 1030.00 1030.00 1030.00 .00 1030.00 1030.00 1030.00 .00 1030.00 1030.00 1030.00 .00 1030.00 1030.00 .00 .00 1000.00 1030.00 .00 .47 1000.00 1000.00 1030.00 1030.00 .00 .00 1000.00 1030.00 .00 .49 1000.00 1000.00 1030.00 1030.00 PAGE 15 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 2.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ·WARNING SECNO= 9.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CAUTION SECNO= CAUTION SECNO- CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= 26NOV94 FLOODWAY DATA. PROFILE NO. 2 10 .000 PROFILE= 10 .000 PROFILE a 10 .000 PROFILE= 11. 000 PROFILE= 11. 000 PROFILE= 11. 000 PROFILE= 12 .000 PROFILE= 12 .000 PROFILE= 12 .000 PROFILE= 13 .000 PROFILE= 13 .000 PROFILE= 13 .000 PROFILE= 13 .000 PROFILE= 13 .000 PROFILE= 13 .000 PROFILE= 11 : 18: 06 CONVEYANCE -------FLOODWAY ------- 1 CRITICAL DEPTH ASSUMED 1 . PROBABLE MINIMUM SPECIFIC ENERGY 1 20 TRIALS ATTEMPTED TO BALANCE WSEL 1 CRITICAL DEPTH ASSUMED 1 PROBABLE MINIMUM SPECIFIC ENERGY 1 20 TRIALS ATTEMPTED TO BALANCE WSEL 1 CRITICAL DEPTH ASSUMED 1 PROBABLE MINIMUM SPECIFIC ENERGY 1 20 TRIALS ATTEMPTED TO BALANCE WSEL 1 CRITICAL DEPTH ASSUMED 1 PROBABLE MINIMUM SPECIFIC ENERGY 1 20 TRIALS ATTEMPTED TO BALANCE WSEL 2 CRITICAL DEPTH ASSUMED 2 PROBABLE MINIMUM SPECIFIC ENERGY 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY PAGE 16 1.000 2627. 19613. .1 257.3 256.3 1. 0 2.000 309. 1507. .7 257.3 256.3 1. 0 3.000 315. 1473. .7 257.3 256.3 1. 0 4.000 347. 1411. .7 257.3 256.3 1. 0 5.000 345. 1328. .8 257.3 256.3 1. 0 6.000 176. 658. 1.6 257.3 256.3 1. 0 7.000 152. 549. 1. 9 257.3 256.3 1. 0 8.000 30. 178. 5.8 257.0 256.1 .9 9.000 30. 165. 6.2 256.9 255.8 1.1 10.000 30. 142. 7.2 256.9 256.3 .6 11. 000 30. 120. 8.5 256.7 256.7 .0 12.000 30. 103. 9.9 256.5 257.2 -. 7 13.000 30. 99. 10.4 256.9 257.6 -. 7 ., Appendix "N" HEC-2 Floodwcy Analyses For Carter's Grove Tributary (Existing Conditions) Appendix "N" 1******************************************** I 1 * HEC-2 WATER SURFACE PROFILES * * Version * 4 .6 .2: May 1991 * * * * * RUN DATE 21NOV94 TIME 15 :18 :35 * ******************************************** 21NOV94 15 :18 :35 ************************************* HEC-2 WATER SURFACE PROFILES Version 4 .6.2: May 1991 ************************************* Tl CARTER 'S GROVE MODIFIED CONDITIONS T2 FLOOD PLAIN DETERMINATION T3 100-Year Storm Jl !CHECK INQ NINV !DIR 2 J2 NPROF !PLOT PRFVS XSECV x x x x x x xxxxxxx x x x x x x STRT XSECH xxxxxxx xxxxx x x x x x xx xx x xxxxx x x x x x xxxxxxx xxxxx METRIC HVINS Q 0 0 FN AL LDC IBW 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) 756 -1104 * * * * * *************************************** PAGE 1 THIS RUN EXECUTED 21NOV94 15 :18 :35 WSEL FQ 256 .31 CHNIM !TRACE 1 1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 NC 0 .035 QT 1 38 0.035 1022 1 0.030 1022 53 0.10 Xl 1 48 4125 .00 4294 .00 GR 257 .6 600 .00 256 .25 707 .00 GR 252 .9 1055 .00 248 .19 1061 .00 GR 251 .1 1315 .00 250 .30 1470 .00 GR 249 .0 1931 .00 249 .79 2074.00 GR 250 .8 2627 .00 248 .42 2648 .00 GR 250 .3 2762.00 249 .54 2840.00 GR 248 .0 3135.00 248 .00 3152 .00 GR 250.0 3800 .00 251 .00 3970 .00 GR 252 .0 4175 .00 252 .00 4235 .00 GR 254 .0 4407.00 NC 0.020 0.035 Xl 2 10 GR 258 600 GR 249 .37 1023.00 Xl 3 GR 258 GR 249 . 57 Xl 4 GR 258 GR 249 .77 21NOV94 Xl 5 GR 258 GR 249.94 Xl 6 GR 255 GR 256 10 752 1262 10 1057 1450 15 :18 :35 10 1110 1495 21 1210 1250 256 .00 4542 .00 0.013 0.10 998 1028 258 997 254 .64 1028 .00 1237 258 254 .64 1425 258 254 .64 1470 258 254 .64 1473 256 255 1267 1236 1267 1455 1424 1455 1500 1469 1500 1512 1215 1255 54 0.30 1. 00 255 .94 248 .19 249 .32 250 .20 239 .05 249 .63 250 .00 252 .43 247 .99 258 .00 0.30 230 .00 256 .25 254 .84 35 256 .25 254 .84 35 256 .25 254 .84 27 256 .25 254 .84 47 257 256 4 1. 00 778 . 00 1067.00 1624 .00 2214 . 00 2663 .00 2870 .00 3360 .00 4015 .00 4282 .00 4775. 00 150 .00 998 1048 35 1237 1287 35 1425 1475 27 1470 1520 43 1220 1270 25 1. 00 254 .79 244 .40 248 .47 250 .14 238 .32 252 .00 248 .60 252 .41 251 .69 180 .00 249 .37 257 .00 35 249 .57 257 .00 35 249 .77 257 .00 27 249.94 257 .00 44 257 .5 257 26 900.00 1078 .00 1714 .00 2356 .00 2693.00 2900.00 3500 .00 4045 .00 4294 . 00 1003 1066 1242 1305 1430 1494 1475 1538 1230 1291 252.96 251.71 248.63 251.10 251.10 250 .00 248 .90 251 .78 253 .29 248 .54 257 .00 248 . 74 256 248 .94 257 249 .11 257 .00 257 256 .5 1001. 00 1195 . 00 1810 .00 2500 .00 2706 .00 3125 .00 3600.00 4125.00 4352 .00 1013 .00 1171. 00 1252 1464 1440 1679 PAGE 2 1485 1730 1245 1292 1 GR 256 .7 GR 250 GR 257 1403 1480 1623 256.5 249 .1 1431 1493 Xl 7 10 1305 .00 1335.00 GR 258 .0 900 .00 258 .00 1304 .00 GR 250 .33 1330 .00 254 .64 1335 .00 Xl 8 GR 258 GR 249 .74 GR 257 .00 Xl 9 GR 258 GR 250.97 Xl 10 GR 258 GR 251 .74 Xl 11 GR 258 .00 GR 252 .23 Xl 12 GR 259 .00 GR 252 .73 Xl 13 11 600 1015 1250 10 600 1025 10 600 1025 10 600 1025 10 600 1025 11 GR 259 .00 600 GR 253 .19 1025 .00 GR 259 .00 1247 .00 21NOV94 SECNO Q TIME SLOPE 15 :18 :35 DEPTH QLOB VLOB XLOBL 1000 258 250 .47 1000 258 254.64 1000 258 255 .00 1000 258 254 .64 1000 259 .00 256 .25 1000 1030 900 1025 1030 999 1030 1030 999 1030 1030 999 1030 1030 999 1030 1030 259 .00 999 257 .00 1030 .00 CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR *PROF 1 0 256 250 37 256 .25 254 .84 46 258 254 .64 56 256 .26 254 .84 77 256.27 254.84 71 256 .40 254 .84 94 256 .70 256 .45 85 256.96 257 .20 WSELK EG ALOB ACH XNL XNCH !TRIAL roe 1442 1505 32 1305 .00 1355 .00 36 999 1030 48 1000 1050 77 1000 1050 71 1000 1050 94 1000 1050 85 1000 1050 HV AROB XNR I CONT 255 256 .3 36 250 .33 257 .00 41 256 .24 254 .84 53 250 .97 257 .00 77 251 .74 257 .00 71 252 .23 258 .00 94 252. 73 259 .00 85 253.19 259 .00 HL VOL WTN CORAR 1460 1512 1310 .00 1373 .00 1000 1050 1005 1068 1005 1068 1005 1068 1005 1068 1005 .00 1068 .00 256 .3 257 249 .50 257.0 250.49 257 .00 250 .14 257 .00 250 .91 257 .00 251 .40 258 .00 251 .90 259 .00 252 .36 259 .00 OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 1473 1536 1320 .00 1557 .00 1005 1068 1015 1240 1015 1242 1015 1242 1015 1266 1015.00 1075 .00 PAGE 3 CCHV• .100 CEHV= .300 *SECNO 1 .000 1 .000 17 .99 256 .31 .00 256 .31 256 .31 .00 .00 .00 251. 78 1022 .0 969 .3 38 .9 13.8 20617 .1 854 .0 550 .6 .0 .0 251 .69 .00 .05 .05 .03 .035 .030 .035 .000 238 .32 702 .24 .000000 1 . 1. 1. 0 0 0 .00 3875 .87 4578 .11 . CCHV• .100 CEHV= .300 *SECNO 2.000 3302 WARNING : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE . KRATIO = .02 2 .000 7 .43 255 .97 .00 .00 256 .46 .49 .00 .15 256 .25 1022 .0 .0 998 .9 23 .1 .0 175.9 29 .9 57 .6 10 .0 254 .64 . 01 .00 5 .68 . 77 .000 .013 .035 .000 248 .54 998.20 . 000292 230. 180 . 150 . 2 0 0 .00 59 .21 1057 .41 *SECNO 3 .000 3 .000 7 .22 255 .96 .00 .00 256 .48 .52 .01 .01 256 .25 1022 .0 .0 998 .0 24 .0 .0 170 .8 29 .8 57 .7 10 .0 254 .64 .01 .00 5 .84 .80 .000 .013 .035 .000 248 . 74 1237.21 .000318 35 . 35 . 35 . 1 0 0 .00 59 .17 1296 .38 *SECNO 4 .000 4 .000 7 .01 255 .95 .00 .00 256 .50 .55 .01 .01 256 .25 1022 .0 .0 997.4 24 .6 .0 165 .2 29 .5 57 .9 10 .1 254 .64 .01 .00 6 .04 .83 .000 .013 .035 .000 248 .94 1425 .23 .000350 35 . 35 . 35 . 2 0 0 .00 59 .49 1484.73 *SECNO 5 .000 5 .000 6 .82 255.93 .00 .00 256 .52 .58 .01 .01 256 .25 1022 .0 .0 997 .0 25.0 .0 160 .6 28 .9 58 .0 10 .1 254 .64 .01 .00 6 .21 .87 .000 .013 .035 .000 249 .11 1470 .25 .000380 27 . 27 . 27 . 2 0 0 .00 58 .86 1529 .11 1 21NOV94 15 :18 :35 PAGE 4 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AA.OB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRI AL !DC I CONT CORM. TOPWID ENDST *SECNO 6 .000 3265 DIVIDED FLOW 3280 CROSS SECTION 6 .00 EXTENDED 1 .22 FEET 6.000 7.12 256 .22 .00 .00 256 .55 .34 .01 .02 256.30 1022 .0 32.3 989 .7 .0 39 .7 209 .7 .0 58 .2 10.2 256 .30 .02 .81 4 .72 .00 .020 .013 .000 .000 249 .10 1210 .00 . 000210 47 . 44 . 43. 2 0 0 .00 105.69 1511 . 91 *SECNO 7.000 7 .000 6 .52 256 .02 .00 '. 00 256 .65 .63 .01 .09 256.25 1022 .0 .0 991 .6 30 .4 .0 153 .6 31.6 58.4 10 .3 254 .64 .02 .00 6 .45 .96 .000 .013 .035 .000 249 .50 1305 .19 .000429 37 . 36 . 32 . 2 0 0 .00 59 .70 1364.89 *SECNO 8 .000 8.000 6 .27 256.01 .00 .00 256 .68 .67 .02 .01 256 .24 1022.0 .0 990 .6 31.4 .0 148.7 31.2 58.6 10 .3 254 .64 .02 .00 6 .66 1. 00 .000 .013 .035 .000 249 .74 1000 .20 .000473 46 . 41. 36 . 2 0 0 .00 59 .59 1059 . 79 . *SECNO 9 .000 9 .000 5 .81 255 .95 .00 .00 256 .75 .80 .03 .04 256 .26 1022.0 .0 989 .2 32.8 .0 135.3 29 .3 58 .8 10 .4 254 .64 .02 .00 7 .31 1.12 .000 .013 .035 .000 250 .14 1000 .29 .000626 56 . 53 . 48 . 2 0 0 .00 58 .95 1059.25 *SECNO 10 .000 3301 HV CHANGED t-r)RE THAN HVINS 3302 WM.NING : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .67 10 .000 4 . 71 255.62 255 .51 .00 256 .99 1. 38 .07 .17 256 .27 1022.0 .0 1002 .3 19 .7 .0 105 .5 16 .5 59 .0 10 .5 255.00 .03 .00 9.51 1.19 .000 .013 .035 .000 250.91 1000 .72 . 001399 77 . 77 . 77 . 6 15 0 .00 55 .78 1056.50 1 21NOV94 15 :18 :35 PAGE 5 SEC NO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRI AL roe I CONT CORAR TOPWID EN DST *SECNO 11 .000 3685 20 TRIALS ATTEMPTED WSEL .CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 11 . 000 4 .47 255 .87 255 .87 .00 257 .26 1. 39 .10 .00 256 .40 1022 .0 .0 978 .5 43 .5 .0 101.3 25 .7 59 .2 10 .6 254 .64 .03 .00 9 .66 1.69 .000 .013 .035 .000 251 .40 1000 .63 . 001492 71. 71. 71. 20 8 0 .00 55 .25 1055 .88 *SECNO 12 .000 3685 20 TRIALS ATTEMPTED WSEL.CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 12 .000 4 .51 256.41 256 .41 .00 258.03 1.62 .15 .07 256 .70 1022 .0 .0 1021. 6 .4 .0 100 .0 1. 3 59 .5 10 .7 256 .25 .03 .00 10 .21 .33 .000 .013 .035 .000 251 .90 1000 .36 . 001753 94 . 94 . 94 . 20 5 0 .00 45 .68 1046 . 04 *SECNO 13 .000 3685 20 TRIALS ATTEMPTED WSEL .CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERG Y 3720 CRITICAL DEPTH AS SUMED 13 .000 4 .41 256 .77 256 . 77 .00 258 .50 1. 73 .16 .03 256 .96 1022 .0 .0 1022 .0 .0 .0 96 .7 .0 59 .7 10 .8 257 .00 .03 .00 10 .57 .00 .000 .013 .000 .000 252 .36 1000 .26 .00 1948 85 . 85 . 85 . 20 5 0 .00 29 .44 10 29 .69 1 PROFILE FOR STREAM ear Storm PLOTTED POINTS (BY PRIORITY) E-ENERGY.W-WATER SURFACE.I-INVERT.C-CRITICAL W.S .. L-LEFT BANK.R-RIGHT BANK.M-LOWER END STA ELEVATION 238. 243. 248. 253. 258. 263. 268. 273. 278. 283. SECNO CUMDIS 1. 00 0. I L E M. 10. CI L E M . 20. C I RL E M . 30. c I L E M . 40. c I RL. E M . 50. c I RL. E M . 60. c I RL E M . 70. c I RL E M . 80. c I. R.L E M . 90. c I RL E M . 100. c . I R L E M . 110. c I R L E M . 120. c I .R L E M . 130. c I .R L WE M . 140. c I .R LWE M . 150. c I R LWE M . 160. c I R WEM 170. c I. R WEM 2.00 180. c I R WEM 190. c . I R WEM 200. c . I R WE 210. c .I R WE 3.00 220. c . I R WE 230. c . I R WE 240. c . I R WEM 4.00 250. c .I R WEM 260. c . I R WEM 270. c . I R WEM 5.00 280. c I R WEM 290. c I R WE 300. c I RWE 310. c I RE 320. c I M E 6.00 330. c I M E 340. c I MRWE 350. c I R WE 7.00 360. c I R WLE 370. c I R WLE 380. c I R WLE 390. c I R WLE 8.00 400. c I R WLE 410. c I R WLE 420. c I R WLE 430. c I R WLE 440. c I R WLE 450. c I R WLE 9.00 460. c I R WLE 470. c I R WLE 480. c I R WLE 490. c I R WLE 500. c. I R WLE 510. c I R WLE 520. c I R WLE 10.00 530. I RCWLE 540. I RCWLEM . 550. I R WLEM . 560. I R WL E . 570. I R WL E . 580. I R WL EM. 590. I R WL EM. 11. 00 600. I R WL EM. 610. I R WL E M 620. I R WL E M 630. I RWL E M 640. I R W EM 650. I R W EM 660. I RWL E.M 670. I RWL E.M 680. I RWL E.M 690. I WL E.M 12.00 700. I WL E.M 710. I WL EM 720. I WL EM 730. I WL EM 740. I W EM 750. I W EM 1 760 . 770. 13 .00 780 . 21NOV94 15 :18 :35 Tl CARTER 'S GROVE t1JDIFIED CONDITIONS T2 FLOOD PLAIN DETERMINATION T3 100 -Year Storm Jl !CHECK INQ NINV IDIR 3 J2 NPROF I PLOT PRFVS XSECV 15 21NOV94 15 :18 :35 SEC NO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR *PROF 2 CCHV• .100 CEHV= .300 *SECNO 1.000 1.000 17 .99 256.31 .00 1022 .0 969 .3 38 .9 13.8 .00 .05 .05 .03 .000000 1. 1. 1. CCHV• .100 CEHV= .300 *SECNO 2.000 STRT XSECH WSELK ALOB XNL ITRI AL 256 .31 20617 .1 .035 0 W EM W EM W EM METRIC HVINS 0 FN AL LDC EG HV ACH AROB XNCH XNR IDC I CONT 256 .31 .00 854.0 550 .6 .030 .035 0 0 PAGE 6 Q WSEL FQ 0 256 .31 IBW CHNIM I TRACE PAGE 7 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .00 .00 251 .78 .0 .0 251 .69 .000 238 .32 702 .24 .00 3875 .87 4578 .11 3302 WAANING : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .02 2 .000 7 .43 255.97 .00 .00 256 .46 .49 .00 .15 256 .25 1022 .0 .0 998 .9 23 .1 .0 175 .9 29 .9 57 .6 10 .0 254 .64 .01 .00 5.68 . 77 .000 .013 .035 .000 248 .54 998 .20 . 000292 230 . 180 . 150. 2 0 0 .00 59 .21 1057 .41 *SECNO 3 .000 3 .000 7 .22 255.96 .00 .00 256 .48 .52 .01 .01 256 .25 1022 .0 .0 998 .0 24.0 .0 170 .8 29 .8 57.7 10.0 254 .64 .01 .00 5 .84 .80 .000 .013 .035 .000 248 . 74 1237 .21 .000318 35 . 35. 35 . 1 0 0 .00 59 .17 1296 .38 *SECNO 4 .000 4 .000 7 .01 255 .95 .00 .00 256.50 .55 .01 .01 256 .25 1022 .0 .0 997.4 24.6 .0 165 .2 29 .5 57 .9 10 .l 254 .64 .01 .00 6.04 .83 .000 .013 .035 .000 248.94 1425 .23 .000350 35 . 35 . 35. 2 0 0 .00 59 .49 1484 .73 *SECNO 5 .000 5 .000 6 .82 255 .93 .00 .00 256 .52 .58 .01 . 01 256 .25 1022 .0 .0 997 .0 25 .0 .0 160 .6 28 .9 58 .0 10 .1 254 .64 .01 .00 6 .21 .87 .000 .013 .035 .000 249 .11 1470 .25 .000380 27 . 27 . 27 . 2 0 0 .00 58 .86 1529 .11 1 21NOV94 15 :18 :35 P.NlE 8 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL !DC !CONT CORAR TOPWID ENDST *SECNO 6 .000 3265 DIVIDED FLOW 3280 CROSS SECTION 6 .00 EXT ENDED 1 .22 FEET 6 .000 7 .12 256 .22 .00 .00 256 .55 .34 .01 .02 256 .30 1022 .0 32 .3 989 .7 .0 39 .7 209 .7 .0 58 .2 10 .2 256 .30 .02 .81 4 .72 .00 .020 .013 .000 .000 249.10 1210 .00 . 000210 47 . 44 . 43 . 2 0 0 .00 105.69 1511 . 91 *SECNO 7 .000 7 .000 6 .52 256 .02 .00 .00 256 .65 .63 .01 .09 256 .25 1022 .0 .0 991 .6 30.4 .0 153 .6 31.6 58.4 10 .3 254 .64 .02 .00 6 .45 .96 .000 .013 .035 .000 249 .50 1305.19 . 000429 37 . 36 . 32 . 2 0 0 .00 59 .70 1364.89 *SECNO 8 .000 8 .000 6 .27 256 .01 .00 .00 256 .68 .67 .02 .01 256 .24 1022 .0 .0 990 .6 31.4 .0 148 .7 31.2 58 .6 10 .3 254 .64 .02 .00 6 .66 1. 00 .000 .013 .035 .000 249 .74 1000 .20 .000473 46 . 41. 36 . 2 0 0 .00 59 .59 1059 .79 *SECNO 9 .000 9 .000 5.81 255 .95 .00 .00 256 .75 .80 .03 .04 256 .26 1022 .0 .0 989 .2 32 .8 .0 135 .3 29 .3 58.8 10 .4 254 .64 .02 .00 7.31 1.12 .000 .013 .035 .000 250 .14 1000 .29 .000626 56 . 53 . 48 . 2 0 0 .00 58 .95 1059 .25 *SECNO 10.000 3301 HV CHANGED MORE THAN HVIN S 3302 WARNING : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE . KRATIO • .67 10 .000 4.71 255 .62 255 .51 .00 256 .99 1.38 .07 .17 256 .27 1022 .0 .0 1002 .3 19 . 7 .0 105 .5 16 .5 59 .0 10 .5 255 .00 .03 .00 9 .51 1.19 .000 .013 .035 .000 250 .91 1000 .72 . 001399 77 . 77 . 77 . 6 15 0 .00 55 . 78 1056 .50 1 21NOV94 15 :18 :35 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRI AL JDC I CONT CORAR TOPWID ENDST *SECNO 11 . 000 3685 20 TRIALS ATTEMPTED WSEL.CWSEL 3693 PROB.ABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 11 . 000 4.47 255 .87 255.87 .00 257 .26 1.39 .10 .00 256.40 1022.0 .0 978 .5 43 .5 .0 101. 3 25 .7 59 .2 10 .6 254 .64 .03 .00 9 .66 1.69 .000 .013 .035 .000 251.40 1000 .63 .001492 71. 71. 71. 20 8 0 .00 55 .25 1055.88 *SECNO 12 .000 3685 20 TRIALS ATTEMPTED WSEL .CWSEL 3693 PROB.ABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 12 .000 4 .51 256 .41 256 .41 .00 258 .03 1.62 .15 .07 256 .70 1022 .0 .0 1021. 6 .4 .0 100 .0 1.3 59 .5 10 .7 256 .25 .03 .00 10.21 .33 .000 .013 .035 .000 251 .90 1000 .36 .001753 94 . 94 . 94 . 20 5 0 .00 45 .68 1046 .04 *SECNO 13.000 3685 20 TRIALS ATTEMPTED WSEL .CWSEL 3693 PROB.ABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 13 .000 4 .41 256 .77 256 .77 .00 258.50 1. 73 .16 .03 256 .96 1022 .0 .0 1022 .0 .0 .0 96 .7 .0 59.7 10 .8 257 .00 .03 .00 10 .57 .00 .000 .013 .000 .000 252 .36 1000.26 . 001948 85 . 85 . 85 . 20 5 0 .00 29 .44 1029.69 1 PROFILE FOR STREAM ear Storm PLOTTED POINTS CBY PRIORITY) E-ENERGY .W-WATER SURFACE.I-INVERT.C-CRITICAL W.S .. L-LEFT BANK.R-RIGHT BANK.M-LOWER END STA ELEVATION 238. 243. 248. 253. 258. 263. 268. 273. 278. 283. SECNO CUMDIS 1. 00 0. I L E M. 10. CI L E M . 20. C I RL E M . 30. c I L . E M . 40. c I RL. E M . 50. c I RL. E M . 60. c I RL E M . 70. c I RL E M . 80. c I. R.L E M . 90. c I RL E M . 100. c . I R L E M . llO. c I R L E M . 120. c I .R L E M . 130. c I .RLWEM. 140. c I . R LWE M . 150. c I R LWE M . 160. c I R WEM 170. c I. R WEM 2.00 180. c I R WEM 190. c . I R WEM 200. c .I R WE 210. c . I R WE 3.00 220. c . I R WE 230. c . I R WE 240. c . I R WEM 4.00 250. c . I R WEM 260. c . I R WEM 270. c . I R WEM 5.00 280. c I R WEM 290. c I R WE 300. c I RWE 310. c I RE 320. c I M E 6.00 330. c I M E 340. c I MRWE 350. c I R WE 7.00 360. c I R WLE 370. c I R WLE 380. c I R WLE 390. c I R WLE 8.00 400. c I R WLE 410. c I R WLE 420 . c R WLE 430 . c R WLE 440 . c R WLE 450 . c R WLE 9.00 460 . c R WLE 470 . c R WLE 480. c R WLE 490 . c R WLE 500 . c R WLE 510 . c R WLE 520. c R WLE 10.00 530 . RCWLE 540. RCWLEM . 550. I R WLEM 560 . I R WL E . 570 . R WL E . 580 . R WL EM . 590 . R WL EM . 11 .00 600 . R WL EM. 610. R WL E M 620 . R WL E M 630 . RWL E M 640 . R W EM 650. R W EM 660 . RWL E.M 670 . RWL E.M 680 . RWL E.M 690. WL E.M 12.00 700 . WL E.M 710 . WL EM 720 . WL EM 730 . WL EM 740 . w EM 750 . w EM 760 . w EM 770 . w EM 13 .00 780 . w EM 1 21NOV94 15 :18 :35 PAGE 10 THIS RUN EXECUTED 21NOV94 15 :18 :36 ************************************* 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 ear Storm SUMMARY PRINTOUT SECNO CWSEL SSTA ENDST TOPWID AREA VCH 1 .000 256.31 702 .24 4578 .11 3875 .87 22021 .77 .05 1 .000 256 .31 702 .24 4578 .11 3875.87 22021 .77 .05 * 2 .000 255.97 998.20 1057.41 59 .21 205 .85 5 .68 * 2 .000 255 .97 998 .20 1057.41 59 .21 205 .85 5 .68 3 .000 255.96 1237 .21 1296.38 59.17 200.63 5 .84 3 .000 255 .96 1237.21 1296 .38 59 .17 200.63 5 .84 4 .000 255 .95 1425 .23 1484 .73 59 .49 194 .72 6 .04 4 .000 255.95 1425 .23 1484 .73 59 .49 194 .72 6 .04 5 .000 255 .93 1470 .25 1529 .11 58 .86 189 .47 6 .21 5.000 255 .93 1470 .25 1529 .11 58.86 189 .47 6 .21 6 .000 256 .22 1210 .00 1511 . 91 105 .69 249.44 4 .72 6 .000 256 .22 1210.00 1511 . 91 105 .69 249 .44 4 . 72 7 .000 256 .02 1305 .19 1364 .89 59 .70 185 .23 6 .45 7 .000 256 .02 1305.19 1364 .89 59 .70 185 .23 6.45 8 .000 256 .01 1000 .20 1059 .79 59 .59 179.91 6.66 8 .000 256 .01 1000 .20 1059 .79 59 .59 179.91 6.66 9 .000 255 .95 1000 .29 1059.25 58 .95 164.65 7 .31 9 .000 255 .95 1000 .29 1059.25 58 .95 164 .65 7.31 * 10 .000 255 .62 1000 . 72 1056 .50 55. 78 121 .98 9 .51 * 10 .000 255 .62 1000 .72 1056 .50 55 .78 121. 98 9 .51 * 11. 000 255 .87 1000.63 1055 .88 55 .25 126 .97 9 .66 * 11 . 000 255 .87 1000 .63 1055 .88 55.25 126 .97 9 .66 1 21NOV94 15 :18 :35 Pi\GE 11 SECNO CWSEL SSTA ENDST TOPWID AAEA VCH * 12 .000 256 .41 1000 .36 1046. 04 45 .68 101. 33 10 .21 * 12 .000 256.41 1000 .36 1046 .04 45 .68 101. 33 10.21 * 13 .000 256 .77 1000.26 1029 .69 29 .44 96 .72 10 .57 * 13 .000 256.77 1000.26 1029 .69 29 .44 96 .72 10 .57 1 21NOV94 15 :18 :35 Pi\GE 12 ear Storm SUMM.A.RY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AAEA .OlK 1 .000 .00 .00 .00 238 .32 1022 .00 256 .31 .00 256 .31 .00 .05 22021 .77 32653 .61 1 .000 .00 .00 .00 238 .32 1022 .00 256 .31 .00 256 .31 .00 .05 22021 .77 32653 .61 * 2 .000 180.00 .00 .00 248 .54 1022 .00 255 .97 .00 256 .46 2.92 5 .68 205.85 598.26 * 2 .000 180 .00 .00 .00 248.54 1022 .00 255.97 .00 256 .46 2.92 5 .68 205 .85 598 .26 3 .000 35.00 .00 .00 248.74 1022 .00 255.96 .00 256 .48 3 .18 5 .84 200 .63 573.46 3 .000 35.00 .00 .00 248 . 74 1022 .00 255 .96 .00 256 .48 3 .18 5 .84 200 .63 573 .46 4 .000 35 .00 .00 .00 248 .94 1022 .00 255 .95 .00 256 .50 3 .50 6 .04 194 .72 546 .20 4.000 35 .00 .00 .00 248 . 94 1022 .00 255 .95 .00 256 .50 3 .50 6 .04 194 .72 546 . 20 5.000 27 .00 .00 .00 249 .11 1022 .00 255 .93 .00 256 .52 3 .80 6 .21 189 .47 523 .98 5.000 27 .00 .00 .00 249 .11 1022 .00 255 .93 .00 256.52 3 .80 6 .21 189 .47 523 .98 6 .000 44 .00 .00 .00 249 .10 1022 .00 256 .22 .00 256 .55 2 .10 4 . 72 249 .44 704 .93 6 .000 44 .00 .00 .00 249 .10 1022.00 256 .22 .00 256 .55 2 .10 4 .72 249 .44 704 .93 * * * * * * * * 7 .000 7 .000 8 .000 8 .000 9.000 9 .000 10 .000 10.000 11 . 000 11. 000 12 .000 12 .000 13 .000 13.000 21NOV94 36 .00 36 .00 41 .00 41. 00 53 .00 53 .00 77.00 77 .00 71. 00 71. 00 94 .00 94.00 85 .00 85 .00 15 :18:35 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 249.50 1022 .00 256 .02 .00 249.50 1022 .00 256 .02 .00 249.74 1022 .00 256 .01 .00 249.74 1022.00 256 .01 .00 250 .14 1022 .00 255 .95 .00 250 .14 1022 .00 255 .95 .00 256 .65 .00 256 .65 .00 256 .68 .00 256 .68 .00 256 .75 .00 256 .75 .00 250.91 1022 .00 255 .62 255 .51 256 .99 .00 250 .91 1022 .00 255 .62 255 .51 256.99 .00 251.40 1022 .00 255 .87 255.87 257 .26 .00 251 .40 1022 .00 255 .87 255 .87 257 .26 .00 251 .90 1022 .00 256 .41 256 .41 258 .03 .00 251 .90 1022 .00 256 .41 256 .41 258 .03 .00 252 .36 1022 .00 256 .77 256.77 258 .50 .00 252.36 1022 .00 256 .77 256 .77 258 .50 ear Storm SUMMARY PRINTOUT TABLE 150 * * SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 1 .000 1022 .00 256.31 .00 .00 .00 3875 .87 .00 1.000 1022 .00 256.31 .00 .00 .00 3875 .87 .00 2 .000 1022 .00 255 .97 2 .000 1022 .00 255 .97 3 .000 1022 .00 255 .96 3 .000 1022 .00 255 .96 4 .000 102 2 .00 255 .95 4 .000 1022 .00 255.95 5.000 102 2 .00 255 .93 .00 .00 .00 .00 .00 .00 .00 -.34 -.34 -. 01 -. 01 -. 01 -. 01 -. 01 .00 .00 .00 .00 .00 .00 .00 59 .21 59.21 59 .17 59 .17 59 .49 59 .49 58 .86 180 .00 180 .00 35.00 35 .00 35 .00 35 .00 27.00 4 .29 4 .29 4 . 73 4 . 73 6 .26 6 .26 13 .99 13 .99 14 .92 14 .92 17.53 17 .53 19 .48 19.48 6 .45 185 .23 493 .51 6 .45 185 .23 493 .51 6 .66 179 .91 . 469 .85 6 .66 179 .91 469 .85 7 .31 164 .65 408 .50 7 .31 164.65 408 .50 9 .51 121 .98 273.22 9 .51 121 .98 273 .22 9 .66 126 .97 264 .55 9 .66 126 .97 264 .55 10 .21 101 .33 244.09 10 .21 101 .33 244.09 10 .57 96 .72 231 .56 10 .57 96 .72 231 .56 PAGE 13 5 .000 1022 .00 255 .93 .00 -01 .00 58 .86 27 .00 6 .000 1022 .00 256 .22 .00 .29 .00 105 .69 44 .00 6 .000 1022 .00 256 .22 .00 .29 .00 105 .69 44 .00 7 .000 1022 .00 256 .02 .00 -.19 .00 59 .70 36 .00 7 .000 1022 .00 256 .02 .00 -.19 .00 59 . 70 36 .00 8 .000 1022 .00 256.01 .00 -. 01 .00 59 .59 41. 00 8 .000 1022 .00 256 .01 .00 -. 01 .00 59 .59 41. 00 9 .000 1022 .00 255 .95 .00 -. 07 .00 58 .95 53 .00 9 .000 1022 .00 255 .95 .00 -. 07 .00 58 .95 53 .00 * 10 .000 1022 .00 255.62 .00 -. 33 .00 55 .78 77 .00 * 10 .000 1022 .00 255.62 .00 -.33 .00 55 .78 77 .00 * 11 . 000 1022 .00 255 .87 .00 .26 .00 55 .25 71.00 * 11. 000 1022 .00 255 .87 .00 .26 .00 55 .25 71 .00 * 12 .000 1022 .00 256 .41 .00 .54 .00 45 .68 94 .00 * 12.000 1022 .00 256 .41 .00 .54 .00 45 .68 94 .00 * 13 .000 1022 .00 256 .77 .00 .36 .00 29 .44 85 .00 * 13 .000 1022 .00 256 .77 .00 .36 .00 29 .44 85 .00 1 21NOV94 15 :18 :35 PAGE 14 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 2 .000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2 .000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 10 .000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTAB LE RANGE WARNING SECNO= 10 .000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 11 . 000 PROFILE= 1 CRITICA L DEPTH ASSUMED CAUTION SECNO= 11 . 000 PROFILE= 1 PROBABLE MIN IMUM SPECIFIC ENERGY CAUTION SECNO = 11 . 000 PROFILE= 1 20 TR IALS ATTE MPTED TO BALANCE WSEL CAUTION SEC NO= 11 . 000 PROFI LE= 2 CR ITI CAL DEPTH AS SU MED CAUTION SECNO= 11 . 000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 11. 000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 12 .000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 12 .000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 12 .000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 12 .000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 12.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 12.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 13 .000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 13 .000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 13 .000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 13 .000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 13 .000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 13 .000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL