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HomeMy WebLinkAbout13 Development Permit 469 Wayne Smith Park.. • FIRE DEMAND ANALYSIS PROPOSED WAYNE SMITH LITTLE LEAGUE PARK COLLEqE STATION May, 1997 owner City of College station Parks and Recreation Department College station, Texas Engineer Robertson Consulting Engineers 1722 Broadmoor, suite 212 Bryan, Texas 77802 APPROVED FOR CONSTRUCTION I ~ , ~· '· ... . .i .... .. . . .· '' • Introduction The proposed project is located at the intersection of Holleman Drive and Wellborn Road. The project consists of constructing three little league fields a n d a supporting building. Fire pro tection water is proposed to be provided to the project by the addition of a six inch line connecting the existing twelve inch waterline along Holleman Drive on the south side o f the project to the existing six inch waterline along Wellborn Road on the west side of the project. Additional fire protection will be provided to the existing Southgate Village Apartments o n the north side of the project by the extension of a six inch line to this property. Two fire hydrants were placed along the proposed six inch lines. See attached exhibit accompanying this report. Pro posed Fir e Deman d Ana lysis The fire demands for the project were set at 1500 gpm from any one hydrant, or 750 gpm each from the two hydrants serving the project. The available pressures for supplying water from the system were provided by measurements made by the City of College Station at the nearest existing adjacent hydrants J-036 and J-037 (Reference Appendix 1) . Available pressure was converted to an equivalent pump at each hydrant allowing a n alysis of variable flow effects. The analysis was performed utilizing the KYPIPE2 Network Analysis Program (Reference Appendix 2). Results o f An alys is The following is a summary of the results from the network analysis. For each simulation the resulting pressure and presence of fire demand is noted. Simul. Node 2 Node 3 Node 4 Node 5 Node 6 Node 7 Number p (psi) p (psi) p (psi ) p (psi) p (psi) p (psi) D (gpm) D (gpm) D (gpm) D (gpm) D (gpm) D (gpm) 1 77.6 69.9 71. 4 69.6 66.0 71. 8 750 750 2 79 .2 73.9 74.4 65.6 50.8 69.2 1500 3 76.3 64.3 68.7 72.6 73.3 73.9 1500 . . .. ' . Conclusions The proposed fire protection line meets the requirements for the project by providing the necessary fire demand flows while maintaining residual pressures above minimum. ' . . APPENDIX 1 AVAILABLE PRESSURE DATA .......... \, \ " \ .. \. \ \\., \ <. /' J-04 -0 B2 I. ,.•\tr..--'r'1/ I J , J I ! J I ' I I v \ ../ \...._/ L . Lo . 1 .1 • ...... , 'T·r .. ('\ f I\ i ~---.._/ L / \/ / L I ;( / / / / '-. 'IV .. . 04 /30 /97 14 :44 '0'409 7 64 3452 COLL STA PUB UTL Flow Test Report Date LJ-~ ;-9 7 Time //: 5"0 <§V P.M. &e12!llef · /(uh,L.a Test made by : Locstlon: Purpose of lest : Representative : Witness: j) !} Vul 1i~ ffe{'V'C<!2 Ut.+ (.)-31-"].II/!( Flow hyclrant number. _ _ <Y Nozzle size : ex. / ;;z ;...;.____,:~....c>--- Pitot reading : .... 7 3 f$1 G .P .M. : !,.& oo static hydrant number : K -'15 Static: 14 P .S.L Residual: $£ P.S.I. 14100 3 04 t aO t 97 14 :43 ~40 9 764 3452 COLL STA PUB UTL ~002 Flow Test Report Date :/J*: '(-2f-9ZTime / ~ ~ / ~ A.M-@:) Test made by: U c;t<_.l)/d · KvJ:NC A Location: ~(91(!Ve&' t?f 'tJe//ka,<.&: <f: ffeffeM/1--V Purpose of test : Representative : Witness : !kv1d 6e 1*&coucef · Flow hyc1rar:it number. c)"" 3 7 Nozzle size : ;2. ~ ; / Pitot reading : {p ~ G.P.M.: ~c: ()() Static hydrant number: K -7 $ Static: <t... S P.S.I. Residual: ~ 3 P.S.I. APPENDIX 2 DEMAND CALCULATIONS ********•*********************************************************************** * * KYPIPE2 S/N: 14830 00022 * * KYPIPE2 * HMVersion 1.00 * * * Date 8/28/97 * * C~rehensive C~ter Modeling * Time 12:32:56 * * of Pipe Networks * Input file FIREFLO\.l.KY2 * * *Output file: FIREFLO\.l.out * * * * * * * ******************************************************************************** x x x xx xx x x x x x x x x x x x x x xxxxxx x x x xxxxxx x x x xxx xxxxxx x x x x x xxxxxx xxxxxxx xxxxx x x x x xxxxx x x x x x x x x x x x x x x x x x x x x xxx x xxxxxxx xxxxxxx ............................................ ··········································· ··········································· ........................................... Full Microc~ter l~lementation by Haestad Methods, Inc . ........................................... ........................................... ..... ..................................... . . ·············· ........................... . 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755 -1666 ,• ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ U N I T S S P E C I F I E D p I FLO\.IRATE HEAD CHGL) ..•••.•.•. PRESSURE ....•••••••• P E L I N E D A T A gallons/minute feet psig STATUS COOE: XX -CLOSED PIPE FG -FIXED GRADE NOOE CV -CHECK VALVE RV -REGULATING VALVE PIPE NOOE NOS. LENGTH DIAMETER ROUGHNESS NUMBER #1 #2 (ft) C in) COE FF . PU -PUMP LI NE MINOR LOSS COEFF. FGN-HGL (ft) ------------------------------------------------------------------------------- 1-FGP U 0 40.0 6.0 2 1 2 170.0 12.0 3 2 4 250.0 6.0 4 4 3 20.0 6.0 5 4 5 505.0 6.0 6 5 6 214.0 6.0 7 5 7 23.0.0 6.0 8· FGPU 0 7 473.0 8.0 PUMP DATA THERE I S A PUMP TYPE 1 IN THE FOLLO\.llNG PIPES: 1 DESCRIBED BY THE FOLLO\.llNG DATA: HEAD FLO\.IRATE (ft) (gpm) 196.00 0.00 182.00 800.00 169.00 1600.00 THERE IS A PUMP TYPE 2 IN THE FOLLO\.llNG PIPES: 8 DESCRIBED BY THE HEAD (ft) 192.00 171.00 150 .00 FOLLO\.llNG DATA: FLO\.IRATE (gpm) 0.00 750.00 1500.00 110.00 1.40 306.00 110.00 1.00 140.00 1.00 140.00 1.40 140.00 1.00 140.00 1 .40 140.00 1.00 110.00 1 .40 314.00 J U N C T I 0 N N 0 D E D A T A JUNCTION JUNCTION NUMBER JUNCTION TITLE EXTERNAL DEMAND (gpm) ELEVATION CONNECTING PIPES (ft) 0.00 306.00 1 2 2 0.00 304.00 2 3 3 750.00 307.50 4 4 0.00 306.50 3 4 5 5 0.00 310.50 5 6 7 6 750.00 309.00 6 7 0.00 314.00 7 8 0 U T P U T 0 P T I 0 N D A T A OUTPUT SELECTION: All RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G U R A T I 0 N NUMBER OF PIPES ..••••.••••.••••.•• (p) 8 NUMBER OF JUNCTION NODES .•..•..... (j) 7 NUMBER OF PRIMARY LOOPS .•.•....••• (l) 0 NUMBER OF FIXED GRADE NODES ....••. (f) 2 NUMBER OF SUPPLY ZONES ..•••.•..••• (z) ************************************* S I M U l A T I 0 N R E S U l T S ************************************* THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = 0.00190 S I M U L A T I 0 N D E S C R I P T I 0 N CL A B E L) FIRE FLO\I DEMAND ANALYSIS · 750 GPM DEMAND AT NOOE 3 AND 6 WAYNE SMITH LITTLE LEAGUE PARK COLLEGE STATION, TEXAS PI PEL IN E R E S U L T S STATUS CODE: xx ·CLOSED PIPE FG ·FIXED GRADE NOOE PU ·PUMP LINE CV ·CHECK VALVE RV ·REGULATING VALVE TK ·STORAGE TANK PIPE NOOE NOS. FLO\IRATE HEAD PUMP MINOR LINE Hl/ NUMBER #1 #2 LOSS HEAD LOSS VELO. 1000 (gpm) (ft) (ft) (ft) Cft/s) (ft/ft) ------------------------------------------------------------------------------- 1-FG PU 0 798.00 2.66 182.03 1. 78 9.05 66 .53 2 1 2 798.00 0.39 0.00 0.08 2.26 2.28 3 2 4 798.00 10.64 0.00 1.27 9.05 42.56 4 4 3 750.00 0.76 0.00 1.57 8.51 37.94 5 4 5 48.00 0.12 0.00 0.00 0.54 0.23 6 5 6 750.00 8.12 0.00 1.57 8.51 37.94 7 5 7 -702.00 7 .72 0.00 0.99 7.97 33.57 8-FGPU 0 7 702.00 6. 11 172.34 0.44 4.48 12.93 J U N C T I 0 N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUN CT ION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 0.00 483.59 306.00 177 .59 2 0.00 483.12 304.00 179.12 3 750.00 468.88 307 .50 161.38 4 0 .00 471.21 306.50 164. 71 5 o.ob 471.09 310 .50 160.59 6 750 .00 461.39 309.00 152.39 7 0.00 479.79 314.00 165.79 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES (-) OUT FLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE NUMBER FLOWRATE (gpm) 798.00 8 702.00 NET SYSTEM INFLOW 1500 .00 NE T SYSTEM OUTFLOW = 0.00 NE T SYSTEM DEMAND = 1500.00 0 A T A C H A N G E S F 0 R N E X T S I M U L A T I 0 N D E M A N D C H A N G E S THE FOL LOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION NUMBER 3 6 DEMAND (gpm) 0.00 1500.00 76.96 77 .62 69.93 71 .37 69.59 66.04 71 .84 .. ************************************* S I M U L A T I 0 N R E S U L T S ************************************* THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY 0.00157 S I M U L A T I 0 N D E S C R I P T I 0 N CL A B E L) FIRE FLO\J DEMAND ANALYSIS -1500 GPM AT NOOE 6 WAYNE SMITH LITTLE LEAGUE PARk COLLEGE STATION TEXAS PIPELINE R E S U L T S STATUS CODE: XX -CLOSED PIPE FG -FIXED GRADE NOOE PU -PUMP LINE CV -CHECK VALVE RV -REGULATING VALVE TK -STORAGE TANK PIPE NOOE NOS. FLO\JRATE HEAD PUMP MINOR LINE HL/ NUMBER #1 #2 LOSS HEAD LOSS VELO. 1000 (gpm) (ft) (ft) (ft) Cft/s) (ft/ft) ------------------------------------------------------------------------------- 1-FGPU 0 1 668.25 1.92 184.19 1.25 7.58 47.90 2 1 2 668.25 0.28 0.00 0.06 1.90 1.64 3 2 4 668.25 7.66 0.00 0.89 7.58 30.64 4 4 3 0.00 0.00 0.00 0.00 0.00 0.00 5 4 5 668.25 15.47 0.00 0.89 7.58 30 .64 6 5 6 1500.00 29.31 0.00 6.30 17.02 136 .98 7 5 7 -831. 75 10.57 0.00 1.38 9.44 45.96 8-FG PU 0 7 831. 75 8.37 168. 71 0.61 5.31 17.70 J U N C T 0 N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 0.00, 487.03 306.00 181.03 2 0.00 486.70 304.00 182.70 3 0.00 478.14 307.50 170.64 4 0.00 478. 14 306.50 171 .64 5 0.00 461.77 310.50 151.27 6 1500.00 426.16 309.00 117.16 7 0.00 473. 73 314.00 159.73 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLO\JS INTO THE SYSTEM FROM FIXED GRADE NOOES (-) CXJTFLO\JS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE NUMBER FLO\JRATE Cgpm) 78.45 79.17 73.94 74.38 65.55 50.77 69.22 " 8 NET SYSTEM INFLOW ; ·" , ... ~ .~-.. NET SYSTEM OOTFLOW = NET SYSTEM DEMAND = 668.25 831. 75 1500.00 ~o.oo .. 1500.00 D A T A C H A N G E S F 0 R N E X T S I M U L A T I 0 N }· .. D E M A N D C H A N G E S THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION N~MBER 3 6 DEMAND ,Cgpm)_ 1500.00 0.00 ************************************* S I M U L A T I 0 N R E S U L T S ************************************* THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = 0.00001 s IM u LAT I 0 N DE s c ·~ I p T·1 0 N (LABEL) FIRE FLOW DEMAND ANALYSIS -1500 GPM AT NOOE 3 WAYNE SMITH LITTLE LEAGUE PARK COLLEGE STATION TEXAS PI PEL IN E R E S U L T S STATUS CODE: xx -CLOSED PIPE FG -FIXED GRADE NOOE PU -PUMP LI NE CV -CHECK VALVE RV -REGULATING VALVE TK -STORAGE TANK PIPE NOOE NOS. FLOWRATE HEAD PUMP MINOR LINE HL/ NUMBER #1 #2 LOSS HEAD LOSS VELO. 1000 (gpm) (ft) (ft) (ft) Cft/s) (ft/ft) ------------------------------------------------------------------------------- 1-FGPU 0 905.04 3.36 180.26 2.29 10.27 84.00 2 1 2 905.04 0.49 0.00 0.10 2.57 2.87 3 2 4 905.04 13.43 0.00 1.64 10.27 53. 74 4 4 3 1500.00 2.74 0.00 6.30 17.02 136.98 5 4 5 -594.96 12.48 0.00 0.71 6.75 24. 71 6 5 6 0.00 0.00 0.00 O.DO 0.00 0.00 7 5 7 -594.96 5.68 0.00 0. 71 6.75 24. 71 8-FGPU 0 7 594.96 4.50 175 .34 0.31 3.80 9.51 J U N C T 0 N N 0 D E R E S U L T S JUN CT ION NUMBER 2 3 4 5 6 7 JUNCTION TITLE EXTERNAL DEMAND (gpm) 0.00 0.00 1500.0Q 0.00 0.00 0.00 0.00 HYDRAULIC GRADE (ft) 480.61 480.02 455.91 464.95 478.14 478.14 484.53 JUNCTION ELEVATION (ft) 306.00 304.00 307.50 306.50 310.50 309.00 314.00 PRESSURE HEAD (ft) 174.61 176.02 148.41 158.45 167.64 169. 14 170.53 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES (-) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE NUMBER FLOWRATE (gpm) 1 905.04 8 594.96 NET SYSTEM INFLOW 1500.00 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 1500.00 **** KYPIPE SIMULATION COMPLETED **** DATE: 8/28/1997 TI ME : 12 : 33 : 1 JUNCTION PRESSURE (psi) 75.67 76.28 64.31 68.66 72.64 73.29 73.90 COLLEGE STATION P. 0 . Box 9960 1101 Texas Aven ue Tel : 409 764 3500 College Station , TX 77842 MEMORANDUM TO: Rick Robertson ~ Ric Ploeger . FROM: Veronica Morgan DATE: September 25,1997 DRAINAGE REPORT The following are comments that we have on the above referenced report . 1. 2 . 3. On the Proposed water surface profiles for Bee Creek Trib . "B", College Station, TX the 100 year and 10 year WSEL are labeled incorrectly. This does not have to be resubmitted, we will correct our copy accordingly. It appears that in your HEC-2 runs, you began at a station between the Southwood Bridge and Texas Ave and the basis for your runs was the Walton Study. You have two options according to FEMA: a) Use the adopted FEMA FIS to start your analysis and extend the study upstream. b) Or use an alternate source for your starting WSEL and provide justification to FEMA for such. It appears from your drainage plan that there are areas of 5 feet + fill in the floodplain, which according to your drawing alters the floodplain location . According to our discussions with FEMA, this activity requires compliance with Section 65.3 ofFEMA Regulations . This will require the MT-1 forms to be completed during construction. Home of Texas A&M Univers ity ... DEVELOPMENT PERMIT PERMIT NO . 469 WAYNE SMITH PARK FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Wayne Smith Park (unplatted) OWNER: City of College Station Parks and Recreation Dept. College Station, Texas 764-3415 DRAINAGE BASIN: Bee Creek Trib . "B" -North Fork drainage basin TYPE OF DEVELOPMENT: SITE ADDRESS: NE comer of Holleman &Wellborn This permit is valid for full site development as shown on the approved construction plans. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area inside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances the City Colle e Station that apply. Date I ' / /ofo /)z Date / Contractor Date TO: ROBERTSON CONSULTING ENGINEERS Richard G. Robertson, D.Eng., P.E. 1722 Broadmoor, suite 212 Bryan, Texas 77802 (409) 776-5711 Fax: (409) 776-6119 TRANSMITTAL LETTER Development Services Date: 10/08/97 Job No. 96016 City of College Station Attn: Mr. Paul Kasper P.O. Box 9960 Re: Wayne Smith Little League Park College Station, TX 77842 College Station, TX We are sending you _x_ Attached __ Under separate cover via the following items: Shop Drawings Prints _x_ Plans Samples Specifications Change Order Other Copies Date No. Description 1 PR-2 TXDOT Standard Pedestrian Rail These are transmitted as checked below: For approval Approved as submitted Resubmit copies for approval __ x_ For your use Approved as noted Submit copies for distribution As requested Return for corrections Returned corrected prints For review and comments Prints returned after loan to us Other Copy to=~=N~/=A=--~~~~~~~~~~- DRAINAGE REPORT PROPOSED WAYNE SMITH LITTLE LEAGUE PARK COLLEGE STATION, TEXAS OWNER: CITYOF COLLEGE STATION PARKS AND RECREATION DEPARTMENT COLLEGE STATION. TEXAS 77840 PREPARED BY: ROBERTSON CONSULTING ENGINEERS 1722 BROADMOOR. SUITE 212 BRYAN. TEXAS 77802 APPROVED FOR CONSTRUCTION DRAINAGE REPORT PROPOSED WAYNE SMITH LITTLE LEAGUE PARK COLLEGE STATION May 1997 owner City of College Station Parks and Recreation Department College station, Texas 77840 Engineer Robertson consulting Engineers 1722 Broadmoor, suite 212 Bryan, Texas 77802 certification I hereby certify that this report and accompanying drainage plan for the drainage design of Proposed Wayne Smith Little League Park was prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof. Registered Professional Engineer State of Texas No. 56375 Introduction The proposed project is located at the northeast corner of Holleman Drive and Wellborn Rd. (FM 2154) as shown on Figure 1. The project consists of constructing three little league baseball fields, a concession building and parking areas. The project lies within the Bee Creek Tributary "B'' -North Fork drainage basin. A portion of the project lies within the current boundaries of the regulatory 100 year Floodplain for the City of College Station (see attached Map) . Existing Drainage Patterns The existing drainage patterns are depicted on the Site Drainage Plan provided with this report. The site and adjacent land areas are partially developed at this time. Land cover consists of natural grasslands, streets and medium density residential for off-site drainage areas. The on-site areas consist of a few scattered houses which are being removed and natural grasslands. Off-site stormwater flows exist as minimal overland sheet flows directed to the site from the adjacent medium density residential area (Southgate Village) to the north; and significant concentrated flows from the existing 8'x2.5 1 culvert under Wellborn Road . The on-site flows consist of sheet flow to the main channel of Tributary "B". The off-site flows join with on-site flows and continue to the main channel. Proposed Drainage Patterns The proposed drainage patterns and improvements are depicted on the Site Drainage Plan. Detailed calculations for the improvements are contained in Appendices A E. The plans accompanying this report depict the detailed construction necessary to accomplish the proposed drainage improvements and is made a part of this report. The existing off-site sheet flows from Southgate Village will be allowed to continue draining on to the site in the same manner. These flows will be intercepted by the parking area and a drainage swale. The off-site sheet flows will join on-site flows from the building, parking area, and landscaped areas, and be directed to the main channel of Tributary "B". The existing off-site concentrated flow from the culvert under Wellborn Road will be intercepted by the proposed 42" RCP, Line "A". The line is designed to carry the 2 year peak discharge from the drainage basin from the west of Wellborn Road and the Wellborn Road storm line (Drainage Area 1), and the flows from Line "B". The discharge is based upon existing land cover conditions and a time of concentration greater than 30 minutes. Flows in excess of the capacity of this on-site storm line will overflow into the parking r D .;' -=-'-I ) .j/ ' '· WELL ·~ =- Athleti c Field (A;~-:..., -: ' .- ·+ -cc CITY OF COLLEGE STATION MAP NO. 48041C0144C JULY 2, 1992 ZONE X .___~=-=========-.6..----------------_.....__ __________ __ area and flow along the site roadway to the channel at the outfall from Line "A". Drainage areas 11 2 11 and "3" are directed to the inlets of Line "B". These inlets and adjacent parking area function as a detention basin for the discharge from the parking area. The detention basin is designed to meter the runoff from the short duration high intensity rains from the parking areas only. Site discharges will not be increased from these areas for the 25 year storm and above for rainstorms with a time of concentration of 10 minutes. Emergency overflow will occur along the site roadway. The design 100 year water surface elevation of the basin is Elevation 309.7. A combined summary of pre-and post-development peak discharges for the parking area (Drainage areas 2 & 3) is provided in Table 1. 2 5 10 25 50 100 year year year year year year storm storm storm storm storm storm Existing 6.73 8.24 9.28 10.62 12.02 12.54 Basin In 15.91 19.35 21. 72 24.80 28.04 29.27 Basin out 8.80 10.22 10.90 11. 83 12.72 13.30 Table 1. Peak Discharges at Parking Area (cfs) Drainage area 4 is directed to the on-site roadway and discharges to the outfall channel for Line "A". The runoff from this area results in uncontrolled discharge resulting in a minor increase in total site discharge ( 9 cfs for the 25 year storm). Drainage area 5 is directed to the inlet of Line "C". The inlet grate is sized to carry the 2 year storm discharge. Greater flows will result in a detention effect for the 25 year storm and above. Emergency overflow will occur overland to the main stream channel. The design 100 year water surface elevation is Elevation 307.7, one foot below the adjacent building elevation. A combined summary of pre-and post-development peak discharges for the building area (Drainage area 5) is provided in Table 2. 2 5 10 25 50 100 year year year year year year storm storm storm storm storm storm Existing 2.76 3.38 3.80 4.35 4.93 5.14 Basin In 4.14 5.04 5.66 6.46 7.30 7.62 Basin Out 3.15 3.74 4.28 4.60 5.01 5.16 Table 2. Peak Discharges at Parking Area (cfs) Drainage area 6 consists of on-site landscaped and field areas only. Flows from this area will be directed as sheet flow to the main channel of Tributary "B". No increase in site discharge will result from this area. The net effect of the controlled and uncontrolled drainage discharges is a net increase of 8 cfs for the 25 year peak discharge from the site. Because of the difference in the times of concentration of the site and Tributary "B", the actual increase in the peak flow in the stream will be less. This increase can be accommodated in the Tributary "B" main channel and downstream structures. Hydraulic Analyses The main channel of Tributary "B" -North Fork on the site is part of the regulatory 100 year floodplain, Zone X, representing areas which do not have defined regulatory flood elevations or a floodway. The project will result in modifications and encroachment into this area. The effect of these modifications was determined by hydraulic analyses using the HEC-2 computer model. The hydraulic model for Stormwater Management Plan was extended upstream through the project site utilizing the City topographic mapping and on-site topographic mapping (see attached exhibits). Peak discharges for the flow in the channel utilized the flows from the Stormwater Management Plan and calculated flows for the culvert structure at Holleman Drive. Two profile models were prepared representing the existing channel configuration and the proposed channel configuration. The profiles for the 10, 25, 50 and 100 year discharges were computed for each. The proposed site changes will result in no increase in flood elevations upstream or downstream of the project site. Conclusions The proposed project meets the drainage requirements of the City of College Station. 350 400 450 500 550 600 650 285 ELEVATION (FEET) 290 295 . \. . . 2.56~. . \ . 2.63~ . . . . \ . . . . \ 2.72~ . . . . . \. . 2 .• 78 ~- . 1 . . I . . I . . I . : l . 300 ... . o . \ . \ .... 0 2.81~: \ . ·o \J .... \ I .2.97 ~- 3.01~. 3.03~ EXISTING WATER SURFACE PROFILES 305 310 .HOLLEMAN DRlVE -...: \ \ "\ w 0 a> . (o .0). BEE CREEK TRIB. "B", COLLEGE STATION, TX 315 350 400 450 500 550 600 650 ELEVATION (FEET} 285 290 295 300 305 310 :\: 2.56~. \' ~.63~ ·\ . . . \ 2.72~ . . . . \ . . 2 .• 78 ~· 2.81~ . 1 . . I . . I . . I . . ~ .... \ \ \· . ·i · ~· .\ .2~~~9~· . :~· . . 2 9~· . . . . •••\,~· .2 •. 97. ~· .\ 3.01~ J.03~ PROPOSED WATER SURFACE PROFILES \ BEE CREEK TRIB. "B", COLLEGE STATION, TX HOLLEMAN DRIVE .(,I). 0 C> ~ ·<O . 315 APPENDIX A .... DISCHARGE CALCULATIONS SPREADSHEET 1: BASIN LAND COVER COMPUTATION PROJECT: LOCATION : CLIENT: DRAINAGE COMP. BASIN RUNOFF ID COEFF. 1 0 .51 2 0 .40 3 0.40 4 0 .40 5 0 .40 6 0 .40 2 -6 0.40 1 0 .51 2 0 .80 3 0 .85 4 0 .73 5 0.52 6 0 .40 2 -6 0 .56 WAYNE SMITH UTILE LEAGUE PARK SITE DESIGN COLLEGE STATION, TEXAS HSI ARCHITECTS BASIN NATURAL WOODLANDS AREA AREA SLOPE RUNOFF (ACRES) (ACRES) (FT/FT) COEFF. EXIST. LAND COVER 47.10 0 .00 0 .01 0 .20 1 .64 0 .00 0 .01 0 .20 1 .41 0 .00 0 .01 0 .20 2 .37 0 .00 0 .01 0 .20 1 .25 0 .00 0 .01 0 .20 7 .33 0 .00 0.01 0 .20 14.00 PROP. LAND COVER 47.10 0.00 0 .01 0 .20 1 .64 0 .00 0 .01 0 .20 1 .4 1 0.00 0 .01 0.20 2 .37 0 .00 0 .01 0 .20 1.25 0 .00 0 .01 0 .20 7 .33 0 .00 0.0 1 0 .20 14.00 NATURAL GRASSLANDS AREA SLOPE RUNOFF (ACRES) (FT/FT) COEFF. 25 .00 0 .01 0 .30 1.64 0 .01 0 .40 1.41 0 .01 0 .40 2.37 0 .01 0.40 1 .25 0 .01 0 .40 7 .33 0 .01 0 .40 25 .00 0 .01 0 .30 0 .00 0 .01 0.40 0 .00 0 .01 0 .40 0 .00 0 .01 0 .40 0 .00 0 .01 0.40 0 .00 0 .01 0.40 DATE : ENGINEER : DESIGNER : LANDSCAPED AREAS AREA SLOPE RUNOFF (ACRES) (FT/FT) COEFF. 0 .00 O.Q1 0 .40 0 .00 0.01 0 .40 0.00 0 .01 0.40 0 .00 0 .01 0 .40 0 .00 0 .01 0 .40 0 .00 0 .01 0 .40 0 .00 O.Q1 0 .40 0 .32 0 .01 0 .40 0 .14 0.01 0.40 0 .79 0 .01 0 .40 0 .94 0 .01 0 .40 7 .33 0 .01 0 .40 PAGE 1-L OF 1 24 -May-97 ROBERTSON CONSUL TING R. ROBERTSON PAVEMENT AREA SLOPE (ACRES) (FT/FT) 7.00 0 .0 1 0 .00 0 .01 0 .00 0 .01 0 .00 0 .01 0 .00 0 .01 0.00 0 .01 7 .00 0 .01 1.32 0 .01 1.27 0 .01 1.58 0 .0 1 0 .31 0 .01 0 .00 0 .01 RUNOFF COEFF . 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 SPREADSHEET 1: BASIN LAND COVER COMPUTATION PROJECT : LOCATION : CLIENT : WAYNE SMITH UTILE LEAGUE PARK SITE DESIGN COLLEGE STATION , TEXAS HSI ARCHITECTS LOW DENSITY RESIDENTIAL MED . DENSITY RESIDENTIAL AREA SLOPE RUNOFF AREA SLOPE RUNOFF (ACRES) (FT/FT) COEFF. (ACRES) (FT/FT) COEFF. 3 .80 O.Q1 0 .60 0 .00 0 .01 0 .65 0 .00 0.01 0.60 0 .00 0.01 0.65 0.00 0 .01 0 .60 0 .00 0 .01 0 .65 0 .00 0 .01 0 .60 0 .00 0 .01 0 .65 0 .00 0.01 0.60 0 .00 0 .01 0 .65 0 .00 0 .01 0 .60 0 .00 0 .01 0 .65 3 .80 0 .01 0.60 0 .00 0 .01 0 .65 0 .00 0 .01 0 .60 0 .00 0 .01 0 .65 0 .00 0 .01 0 .60 0 .00 0 .01 0 .65 0 .00 0.01 0.60 0 .00 0.01 0.65 0 .00 0 .01 0 .60 0.00 0 .01 0.65 0 .00 0 .01 0 .60 0 .00 0 .01 0 .65 HIGH DENSITY RESIDENTIAL AREA SLOPE RUNOFF (ACRES) (FT/FT) COEFF. 0.00 0.01 0 .70 0 .00 0 .01 0 .70 0 .00 0 .01 0 .70 0 .00 0 .01 0 .70 0 .00 0 .01 0 .70 0 .00 O.Q1 0 .70 0.00 0 .01 0 .70 0 .00 0 .01 0 .70 0 .00 O.Q1 0 .70 0 .00 0.01 0 .70 0 .00 0 .01 0 .70 0 .00 0 .01 0 .70 DATE : ENGINEER: DESIGNER: BUSINESS I COMMERCIAL AREA SLOPE RUNOFF (ACRES) (FT/FT) COEFF. 11 .30 0 .01 0.70 0.00 0 .01 0.70 0.00 0 .01 0 .70 0 .00 0 .01 0 .70 0 .00 0.01 0 .70 0 .00 0 .01 0 .70 11 .30 0 .01 0 .70 0 .00 0 .01 0 .70 0 .00 0 .01 0 .70 0 .00 0 .01 0 .70 0 .00 0 .01 0 .70 0 .00 0 .01 0 .70 PAGE 1-R OF 1 24-May-97 ROBERTSON CONSUL TING R. ROBERTSON INDUSTRIAL AREA SLOPE RUNOFF (ACRES) (FT/FT) COEFF. 0 .00 0 .01 0.80 0 .00 0 .01 0 .80 0.00 0 .01 0 .80 0 .00 0 .01 0 .80 0 .00 0 .01 0 .80 0 .00 0 .01 0 .80 0 .00 0 .01 0 .80 0 .00 0 .01 0 .80 0 .00 0.01 0 .80 0 .00 0.01 0 .80 0 .00 0 .01 0 .80 0 .00 0.01 0 .80 SPREADSHEET 2: BASIN TIME OF CONCENTRATION COMPUTATION PROJECT: LOCATION : CLIENT : DRAINAGE DESIGN BASIN 'Tc' ID (MIN) 1 34 .72 2 13.33 3 13.33 4 13.33 5 13 .33 6 13 .33 2 -6 13.33 1 34.72 2 10.00 3 10.00 4 10.00 5 10.00 6 10.00 2-6 10.00 WAYNE SMITH UTILE LEAGUE PARK SITE DESIGN COLLEGE STATION, TEXAS HSI ARCHITECTS CALC . NATURAL WOODLANDS 'Tc' LENGTH SLOPE VELOCITY (MIN) (FEET) (FT/FT) (FT/SEC) EXIST. LAND COVER 34 .72 0 .00 13.33 0 .00 13.33 0 .00 13.33 0 .00 13.33 0.00 13.33 0 .00 13.33 0 .00 PROP . LAND COVER 34 .72 0.00 1.39 0 .00 1.56 0 .00 6 .17 0.00 2 .11 0 .00 6 .33 0 .00 9 .39 0 .00 NATURAL GRASSLANDS LENGTH SLOPE VELOCITY (FEET) (FT/FT) (FT/SEC) 1350.00 0 .01 1 .00 800.00 0 .01 1.00 800.00 0 .01 1 .00 800 .00 0 .01 1.00 800 .00 0.01 1.00 800.00 0 .01 1.00 800.00 0 .01 1.00 1350.00 0.01 1.00 0 .00 0 .01 1.00 0 .00 0 .01 1.00 0 .00 0 .01 1.00 0 .00 0 .01 1 .00 0 .00 0 .01 1.00 0 .00 0 .01 1.00 DATE : ENGINEER: DESIGNER : LANDSCAPED AREAS LENGTH SLOPE VELOCITY (FEET) (FT/FT) (FT/SEC) 0 .00 0 .00 0.00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0 .00 320.00 0 .01 1.00 0 .00 380.00 0.01 1 .00 380 .00 0 .01 1.00 PAGE 1-L OF 1 24 -May-97 ROBERTSON CONSUL TING R. ROBERTSON PAVEMENT LENGTH SLOPE VELOCITY (FEET) (FT/FT) (FT/SEC) 0 .00 0 .00 0 .00 0 .00 0 .00 0.00 0 .00 0 .00 250.00 0 .01 3 .00 280.00 0 .01 3 .00 150.00 0 .01 3 .00 380 .00 0 .01 3 .00 0.00 0 .01 3 .00 0 .00 0 .01 3 .00 SPREADSHEET 2: BASIN TIME OF CONCENTRATION COMPUTATION PROJECT : LOCATION : CLIENT: PIPE LENGTH SLOPE (FE En (FT/Fn 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0 .00 0 .00 WAYNE SMITH UTILE LEAGUE PARK SITE DESIGN COLLEGE STATION , TEXAS HSI ARCHITECTS OPEN CHANNEL VELOCITY LENGTH SLOPE VELOCITY (FT /SEC) (FEEn (FT/Fn (FT/SEC) 1100.00 0 .01 1 .50 0 .00 0 .01 1 .50 0.00 0 .01 1 .50 0 .00 0 .01 1 .50 0 .00 0 .01 1 .50 0 .00 0 .01 1 .50 0 .00 0 .01 1 .50 1100.00 0 .01 1 .50 0 .00 0.01 1.50 0 .00 0 .01 1 .50 0 .00 0 .01 1.50 0 .00 0 .01 1 .50 0 .00 0 .01 1.50 550.00 O.Q1 3 .00 NATURAL STREAM LENGTH SLOPE VELOCITY (FEEn (FT/Fn (FT/SEC) 0 .00 0 .00 0 .00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0.00 0.00 0 .00 0.00 0.00 DATE : ENGINEER: DESIGNER: PAGE 1-R OF 1 24-May-97 ROBERTSON CONSUL TING R. ROBERTSON SPREADSHEET 3: BASIN RAINFALL INTENSITY AND DISCHARGE COMPUTATIONS PROJECT : LOCATION : CLIENT: DRAINAGE COMP. BASIN RUNOFF ID COEFF . 1 0.51 2 0 .40 3 0 .40 4 0.40 5 0.40 6 0 .40 2 -6 0 .40 1 0 .51 2 0 .80 3 0 .85 4 0 .73 5 0 .52 6 0 .40 2 -6 0 .56 EXST 2 +3 PROP . 2 +3 WAYNE SMITH UTILE LEAGUE PARK SITE DESIGN COLLEGE STATION , TEXAS HSI ARCH ITECTS BASIN TIME OF 2 YEAR STORM 5 YEAR STORM AREA CONC . 'I' ·a· ·1· ·a· (ACRES) (MIN) (IN /HR) (CFS) (IN/HR) (CFS) EXIST. LAND COVER 47.10 34 .72 3.15 75 .62 3 .95 94 .80 1.64 13.33 5 .52 3 .62 6 .75 4.43 1.41 13.33 5 .52 3 .11 6 .75 3 .81 2 .37 13.33 5 .52 5 .23 6 .75 6 .40 1 .25 13.33 5 .52 2 .76 6 .75 3 .38 7 .33 13.33 5 .52 16.18 6 .75 19.80 14.00 13.33 5 .52 30 .89 6 .75 37 .83 PROP. LAND COVER 47 .10 34 .72 3 .15 75 .62 3 .95 94 .80 1 .64 10.00 6 .33 8 .33 7.69 10.12 1.41 10.00 6 .33 7 .59 7 .69 9 .22 2.37 10.00 6 .33 11.00 7 .69 13.37 1.25 10.00 6 .33 4 .14 7 .69 5 .04 7 .33 10.00 6 .33 18.55 7 .69 22 .56 14.00 10.00 6 .33 49 .60 7 .69 60.3 1 6 .73 8 .24 15.91 19.35 DATE : ENGINEER : DESIGNER: 1 0 YEAR STORM 25 YEAR STORM 'I' ·a· 'I' ·a· (IN/HR) (CFS) (IN /HR) (CFS) 4 .52 108.41 5 .20 124.77 7 .61 4 .99 8 .70 5 .71 7 .61 4 .29 8.70 4 .91 7 .61 7 .21 8 .70 8 .25 7 .61 3 .80 8.70 4 .35 7 .61 22.31 8.70 25.52 7 .61 42 .61 8 .70 48.74 4 .52 108.41 5 .20 124.77 8 .63 11 .36 9.86 12.98 8 .63 10.35 9 .86 11 .82 8 .63 15 .01 9 .86 17.14 8.63 5 .66 9 .86 6 .46 8 .63 25 .32 9 .86 28 .91 8 .63 67 .69 9 .86 77 .31 9 .28 10.62 21 .72 24.80 SHEET 1OF1 24-May-97 ROBERTSON CONSUL TING R. ROBERTSON 50 YEAR STORM 1 00 YEAR STORM 'I' ·a· 'I' ·a· (IN/HR) (CFS) (IN/HR) (CFS) 5 .92 142.12 6 .19 148.57 9 .85 6 .46 10.28 6 .74 9 .85 5 .56 10.28 5 .80 9.85 9 .34 10.28 9 .75 9 .85 4 .93 10.28 5 .14 9 .85 28.89 10.28 30 .15 9.85 55 .18 10.28 57 .58 5 .92 142.12 6 .19 148.57 11.15 14.67 11 .64 15 .32 11 .15 13.37 11 .64 13.96 11 .15 19 .37 11 .64 20.23 11 .15 7 .30 11 .64 7 .62 11 .15 32 .68 11 .64 34 .13 11 .15 87.40 11 .64 91 .25 12 .02 12.54 28.04 29 .27 APPENDIX B STRUCTURE CALCULATIONS SPREADSHEET 4: STREET AND INLET DESIGN COMPUTATIONS PROJECT: LOCATION : CLIENT : INLET INLET ID LOCATION 1-1 A :o+oo 1-2 B :o +oo 1-3 B :0+39 1-4 C:O+OO 1-5 ROAD WAYNE SMITH UTILE LEAGUE PARK SITE DESIGN COLLEGE STATION , TEXAS HSI ARCHITECTS DRAINAGE CURR. CARRY TOTAL BASIN ·a · OVER ·aa· ID (CFS) (CFS) (CFS) 1 75 .62 0 .00 75 .62 2 8.33 0.00 8 .33 3 7 .59 0.00 7 .59 5 3 .86 0 .00 3 .86 4 11.00 0 .00 11.00 STREET DESIGN PARAMETERS TRANS . MANN . SLOPE z N (FT/FT) 48 0 .016 0 .005 DATE : ENGINEER: DESIGNER: STREET CALC 'S RESULTS 'Y' SPREAD ·v· (FT) (FT) (FT/SEC) 0 .41 19.66 2 .73 PAGE 1-L OF 1 22-May-97 ROBERTSON CONSUL TING R. ROBERTSON CURB INLET HEIGHT DEPR.'a' (FT) (IN) 0 .00 0 .00 0 .50 3 .00 0 .50 3 .00 0 .00 0 .00 0.50 3 .00 CLOGGING COEFF. (%) 25 0 0 0 0 SPREADSHEET 4: STREET AND INLET DESIGN COMPUTATIONS PROJECT : LOCATION : CLIENT : GRATE AT : OR GRADE CURB OR SUMP GRAT E SUMP CURB SUMP CURB SUMP GRATE SUMP C URB SUMP WAYNE SMITH UTILE LEAGUE PARK SITE DESIGN COLLEGE STATION , TEXAS HSI ARCHITECTS APPL. REC 'D PROV 'D ACTUAL CALC . DISCH. GRATE 'A' GRATE 'A ' HEAD 'H' CURB 'La' COEFF . (SQ.FT .) (SQ .FT .) (FEET) (FEET) 0 .60 12 .835 16.10 1.49 N /A 3 .00 N /A N/A 4 .99 3 .00 N/A N/A 4 .69 0 .60 1 .416 1 .50 0 .28 N /A 3 .00 N /A N/A 6 .84 PROV 'D ACTUAL CURB 'L' HEAD 'H' (FEET) (FEET) 0.00 N /A 5.00 0 .43 5 .00 0.38 0 .00 N/A 7.00 0 .40 DATE : ENGINEER : DESIGNER : RATIO RATIO ENTER 'Lila' 'A/Y' 'Q/Qa' N/A N/A 1.00 N /A N/A 1.00 N/A N /A 1 .00 N/A N/A 1.00 N/A N/A 1.00 PAGE 1-R OF 1 22 -May-97 ROBERTSON CONSUL TING R. ROBERTSON INLET STREET ·a · Qpast (CFS) (CFS) 94 .52 0 .00 8.33 0.00 7.59 0.00 3 .86 0 .00 11 .00 0.00 REMARKS Inc ludes Clogg ing SPREADSHEET 5 : STORM LINE DESIGN COMPUTATIONS PROJECT . LOCATION : CLIENT : WAYNE SMITH LITTLE LEAGUE PARK SITE DESIGN COLLEGE STATION , TEXAS HSI ARCHITECTS DESIGN STORM RETURN PERIOD IN YEARS : FROM TO LINE DRAINAGE CUM . DAG. COMP. CUM . INLET INLET LENGTH AREA AREA COEFF. "Tc" ID ID (FEET) ADDED (ACRES) "C" (MINl LINE "A" 1-1 JB-1 2 14 .29 1 47 .10 0 .51 0 .00 JB-1 JB-2 99 .66 2 &3 50.15 0 .53 35 .16 JB-2 JB3 166 .00 2&3 50.15 0 .53 35 .39 JB3 END 121 .64 2&3 50 .15 0 .53 35 .72 LINE "B" 1-2 1-3 39 .00 2 1.64 0 .60 0 .00 1-3 JB -1 6 1.34 3 3 .05 0 .62 1.53 LI NE ·c· 1-4 END 206 .16 5 1.25 0 .52 0 .00 INLET "Tc" (MIN ) 34 .72 0 .00 1.56 0 .00 1.39 1.56 2.11 DESIGN "Tc" (MIN ) 34 .72 35 .16 35 .39 35 .72 10.00 10.00 10.00 DESIGN DESIGN "PIPE" PIPE BOX BOX CLOGGING MANN . ,. "Cl' OR DIA. HEIGHT WIDTH REDUCTION COEFF . (IN/HR) (CFS) "BOX" (INCHES! (FEET) (FEET) 1%l "n " 3 .152 75 .62 PIPE 42 0 0 .015 3 .125 62.64 PIPE 42 0 0 .015 3 .113 62.51 PIPE 42 0 0 .015 3 .094 62.01 PIPE 42 0 0 .015 6 .327 6 .33 PIPE 18 0 0 .015 6 .327 15 .91 PIPE 16 0 0 .015 6 .327 4 .14 PIPE 16 0 0 .015 DATE : ENGINEER : DESIGNER : REC'D DESIGN DESIGN SLOPE SLOPE CAPACITY (FT/FT) (FT/FT) (CFS) 0 .0075 0 .0075 75 .513 0 .0090 0 .0075 75 .513 0 .0090 0 .0090 62.721 0 .0066 0 .0090 62.721 0 .0084 0 .0084 6 .344 0 .0305 0 .0160 12.214 0 .0021 0 .0060 8 .143 SHEET 1OF1 23-May-97 ROBERTSON CONSULTING A .ROBERTSON DESIGN UP INL. U .S. VELOCITY LOSS FL (FT /SEC! COEFF . (FT) 7 .65 0 .50 305 .70 7 .65 0 .50 303 .99 6 .60 0 .50 303 .14 6 .60 0 .50 301 .53 4 .72 0 .50 306.20 6 .91 0 .50 305 .67 4.61 0 .50 302.30 D.S. FL (FT ) 304 .09 303 .24 301 .63 300.44 305 .67 304 .21 300 .63 TRAPEZOIDAL CHANNEL ANALYSIS NORMAL DEPTH COMPUTATION May 26, 1997 STORMLINE OUTFALL CHANNEL 2 YEAR STORM Q = 84 CFS WAYNE SMITH LITTLE LEAGUE PARK ==================================================================== PROGRAM INPUT DATA: DESCRIPTION Flow Rate (cubic feet per second) •................•..... Channel Bottom Slope (feet per foot) •..•.••.•..........• Manning 's Roughness Coefficient (n·value) •....•....••.•. Channel Side Slope· Left Side (horizontal/vertical) .•.. Channel Side Slope· Right Side (horizontal/vertical) ..• Channel Bottom Width (feet) .••.....••.•.••.•.....•.•.... VALUE 84.0 0.0040 0.0300 6.00 10.00 4.0 ==================================================================== PROGRAM RESULTS: DESCRIPTION Normal Depth (feet) .•....•••••.......•.•..•............. Flow Velocity (feet per second) .•...•..•.•....•.....•... Froude NlJTlber (flow is Sub-Critical) ................... . Velocity Head (feet) .....••••....•.....••.•....•..•..... Energy Head (feet) .......••.....•......•.•....•..•..•... Cross-Sectional Area of Flow (square feet) ............. . Top Width of Flow (feet) •.....•....•..•..............•.. VALUE 1 .65 2.97 0.542 0. 14 1 .78 28.28 30.35 ==================================================================== TRAPEZOIDAL CHANNEL ANALYSIS COMPUTER PROGRAM, Version 1.3 (c) 1986 Dodson & Associates, Inc., 7015 W. Tidwell, #107, Houston, TX 77092 (713) 895-8322. A manual with equations & flow chart is availab l e. PROGRAM INPUT DATA: DESCRIPTION TRAPEZOIDAL CHANNEL ANALYSIS NORMAL DEPTH COMPUTATION May 26, 1997 STORMLINE OUTFALL CHANNEL 25 YEAR STORM Q = 139 CFS WAYNE SMITH LITTLE LEAGUE PARK Fl ow Rate (cubic feet per second) ...•.•.•......•..•..•.. Channel Bottom Slope (feet per foot) ................... . Manning's Roughness Coefficient (n-value) .•....•.••..•.. Channel Side Slope -Left Side (horizontal/vertical) •..• Channel Side Slope -Right Side (horizontal/vertical) ... Channel Bottom Width (feet) •...••......•..•....•....••.. VALUE 139.D 0.0040 0.0300 6.00 10.00 4.0 ==================================================================== PROGRAM RESULTS: DESCRIPTION Normal Depth <feet) ••••••••••.••••.••..••..........•..•• Flow Velocity (feet per second) ...••..•..••..•.•.••••... Froude Nl.lllber (Flow is Sub-Critical) ••..••.•............ Velocity Head (feet) .•••.....•••...••..............•..•. Energy Head (feet) .•••........•...•...•..•.....•..•..... Cross-Sectional Area of Flow (square feet) .............• Top Width of Flow (feet) .......•........................ VALUE 2.03 3.38 0.561 0.18 2.21 41. 14 36.50 ==================================================================== TRAPEZOIDAL CHANNEL ANALYSIS COMPUTER PROGRAM, Version 1.3 (c) 1986 Dodson & Associates, Inc., 7015 W. Tidwell, #107, Houston, TX 77092 (713) 895-8322. A manual with equations & flow chart is available. TRAPEZOIDAL CHANNEL ANALYSIS NORMAL DEPTH COMPUTATION May 26, 1997 STORMLINE CXJTFALL CHANNEL 100 YEAR STORM Q = 166 CFS WAYNE SMITH LITTLE LEAGUE PARK ==================================================================== PROGRAM INPUT DATA: DESCRIPTION Flow Rate (cubic feet per second) .....••................ Channel Bottom Slope (feet per foot) ..•..........•..•..• Manning's Roughness Coefficient Cn-value) •..••..•..••.•. Channel Side Slope -Left Side (horizontal/vertical) .•.. Channel Side Slope -Right Side (horizontal/vertical) •.• Channel Bottom Width (feet) •............................ PROGRAM RESULTS: DESCRIPTION Normal Depth (feet) ••.••••.....••..•..••..•............. Flow Velocity (feet per second) •..•..••..•..••.....•.... Froude Nl.lllber (Flow is Sub-Critical) .••..•..••.•..••.••. Velocity Head (feet) .....•••••..•••.....••.•............ Energy Head C feet) .......•••••...•..•..•..••.•..••...... Cross·Sectional Area of Flow (square feet) ............. . Top Width of Flow (feet) .•..................••....•..•.. VALUE 166.0 0.0040 0.0300 6.00 10.00 4.0 VALUE 2.19 3.53 0.567 0.19 2.38 46.98 38.98 ==================================================================== TRAPEZOIDAL CHANNEL ANALYSIS COMPUTER PROGRAM, Version 1.3 (c) 1986 Dodson & Associates, Inc., 7015 W. Tidwell, #107, Houston, TX 77092 (713) 895-8322. A manual with equations & flow chart is available. J R-4380 Series Light Duty Round Drainage Grates, Flat Bar Type For Walkway Use Only Specify: l . Catalog number . 2. Angle frame when required . I .--" H --·--i G '--->---! t I I I I I l t I I I l I ., Cato log No . A R-4380-AA 1 3:Y. R-4380-A 4 R-4380-A 1 4 :Y. R-4380-81 5 R-4380-1 5 7'2 R-4380-3 6 R-4380-4 8 R-4380-4A 1 87'2 R-4380-4A 10 R-4380-6 10).-'i R-4380-7 1 l:Y. R-4380-8 12Y, R-4380-9 14)4 R-4380-10 15 R-4380-11 15 R-4380-12 15)4 R-4380-13 16 R-4380-13A 17:Y. R-4380-14 18 R-4380-15 18 R-4380-16 19 R-4380-17 19 R-4380-18 20 R-4380-21 24 R-4380-22 26Ye R-4380-23 28 R-4380-24 30 R-4380-25 32 R-4380-26 33 V2 Angle frame as shown can be furnished with many grates on pages 214 and 215 . Special frame anchors furnished an request. Dime ns ions in inches B G H ¥a ¥a ¥a Y2 ¥a ¥a ¥e Y2 ¥a Y2 Y2 Y2 Y2 Y2 Y2 l V2 :y. Y2 Ye Ye :y. l 1 :y. Y2 Y2 :y. 3 Y2x 17'2 :y. 1 :Y.x 4 Y. l 1 l 1 :y. 1 l Ye :y. ¥a l Ye :y. Y2 Ye ¥e l 1~ 1 Y2 1x3Y2 Y2 :y. % :y. l 1~ 1 )4 Y2 :y. l l :y. Y2 l 2x2 1 y. :y. l y. Ye :y. % :y. 1 2~x4 2 :y. % :y. :y. 1¥a l :y. 1¥a l •Not recommended for bicycle traffic. Fo r safety standards see pages 88 to 93 . R-4385 Series Lightweight Bar Grates Wt. Lbs . 1 1 l 2 2 6 4 7 9 10 20 19 • 20 10 22 15 30 16 40 40• 26 39 55 49• 85 110 130 130• 140• Recommended for use in ti le not subject to heavy loads. For heavy traffic grates, see R-4030 series, page 208 . Since tile and other pipe is made under many specificatio ns , dimensions will vary. Check the grate sizes in the table ta be sure they will fit the pipe yau are using . Coto log Pipe D imensions in inches Wt. Catalog Pipe Dimensions in inches Na. Size A B G H Lbs. No. Size A B G H R-4385-8 6 8 Y2 Ye 9/16 4 R-4385-G 18 22 l l l R-4385-C 8 10¥e Y2 Y2 'I•• 12 R-4385-H 24 29 1 y. l '/1. :y. R-4385-0 10 12\ll Ye Y2 Y2 14 R-4385-J 27 32~ 1Y2 l '/•• :y. R-4385-E 12 14~ :y. Va % 22 R-4385-K 30 36 l Y2 l )4 1 R-4385-F 15 18\4 Va Ye :y. 50 2 Not recommended for bic ycle traffic. For safety standards see pages 88 to 93 . I R-4388 Series Cast Iron Lids, 18-inch Approved for use on residential grease traps . Catalog B Wt . No. Dim . Lbs . Notes R-4388-A }4" 20 Soli d R-4388-8 Yi" 25 Solid .. ~ .o •. ":' R-4388-C Y." 30 Grated R-4388-E Y2" 28 . ·O .. ·~ · ............ . '.'-.·.·- •S ix l inch holes -18 Y. i nch diameter. Wt. Lbs. 55 130 160 200 IH COHCIU:n: o" CLAT 'II'[ :, ·: .... 0, . NEENAH FOUNDRY COMPANY IH lOIL I'l l'( ·- IH CONC"[T[ Illustrating R-4388-A Illustrating R-4388-C FREE OPEN AREAS OF NEENAH GRATES (Continued ) CATALOG NO. R-3976 R-3977 TYPE SO . FT OPEN . 8 . . ... 0 .2 .... 8 . . .0 .1 R-4001-A ... C . . .0 .3 R-4001-8 ...... C . 0 .3 R-4 003-A .... A . . . 0.9 R-4003-8 ...... A . .0 .9 R-4 003-C . A . . . 0 .9 R-4004-A . C ....... 1.3 R-4004-8 ... 8 . . .. 1.5 R-4004-C ... 8 . . .... 1.5 R-4004-G . D . . 1.9 R-4005-A2 . 8 o r D ... 0 .4 R-4006 8 or D . 0.3 R-4007 . 8 o r D . . 0 .4 R-4008-8 .. 8 or D . 0 .4 R-4011 -8 1 .8orD ... 0 .4 R-4014-8 .. C . 2 .8 R-4014-C .C . 2.4 R-4014-E ... C . . .. 3 .0 R-4014-T D . 1.3 R-4014-T1 D ... 0 .8 R-4015-A . 8 . 0.2 R-4015-A 1 .. 8 . . . 0 .2 R-4015-8 ... C 0 .4 R-4015-C ... 8 ....... 0 .2 R-4015-D ...... 8 . . ... 0.2 R-4016-A .. 8 .. 0 .6 R-40 16-8 .. C .0 .5 R-4016-E .... A . . .. 0 .6 * R-4016-E1 ..... A .. .0 .6 R-4016-F ...... C ....... 0 .6 R-4016-G .... 8 ....... 0 .8 R-40 16-H 1 ..... A ...... 0 .6 R-4016-K ..... D ...... 1.1 R-4017 .8 ...... 0.4 R-4017-1 ... 8 . .0.4 R-4 0 18 .... 8 ....... 0 .2 R-4027-8 C . 1 .1 R-4030-4 .... G . . . 0 . 1 R-4030-6 .... G . . . 0 . 1 R-4030-8 ..... G . . . 0 .2 R-4030-10 ..... G ....... 0 .3 R-4030-12 ..... G ....... 0.4 R-4030-15 .. G . . ... 0 .8 R-4030-18 ... 8 .1.1 R-4030-21 ..... 8 ....... 1.3 R-4030-24 .. 8 . . 2 .1 R-4030-27 ..... G . . ... 2 .8 R-4030-30 .. G . . .. 3 .5 R-4040-6 .... E .. 0 . 1 R-4040-8 E . . . . 0 .2 R-4 040-1 0 .. E .0 .3 R-4040-12 ... E 0.4 R-4040-15 E ....... 0.7 R-4040-18 E 1.2 R-4 040-21 G . 1 .4 R-4040-24 G . . 1 .6 R-4 040-27 . G . . 2 .3 R-4 040-30 ... G . . 2 .9 R-4370-1 .C ...... 0 .1 R-4370-2 . G . . . .. 0 .2 R-4370-3 . E ... 0.4 R-4370-4 G ....... 0 .6 R-4370-5 ... G . . 0 .8 R-4370-6 . G .... 0 .8 R-4370-7 ... G . . .... 0 .8 R-4370-8 ...... E ....... 1.0 R-4370-9 ... C . . .. 1.3 R-4370-10 ... G ...... 1 .1 R-43 70-12 F ..... 0 .9 R-4370-13 G . . ... 1.3 R-4370-14A .... G ....... 0 .9 R-4370-15 ... D . .1.0 R-4370-17 ..... D . .0 .9 R-4370-18 ..... E ... 1.3 R-4370-21 ..... D ....... 0 .9 R-4370-22 .... D . . . 1.1 R-4370-23 ..... G . . 0 .9 R-4370-25 ..... G . . .. 2 .0 R-4370-26 .... G ....... 1.7 R-4370-27 A .... G ....... 2.4 R-437 3-2 ...... K . . ... 1.0 SQ . in . R-4373-3 .. K . . . 1.0 SQ . in . R-4373-4 . K . . .. 3 .0 SQ . in . CATA LOG NO. SQ . FT. TYPE OPEN R-4373-6 ...... K ....... 3.0 SQ. i n . R-4373-8 ...... K ... 4 .0 SQ . in. R-4373-10 .. K . . .. 5 .0sQ . in. R-4373-12 ..... K ....... 8 .0 SQ . i n . R-4373-15 . K ..... 20 .0 SQ . i n . R-4380-AA 1 .... E ....... 2 .8 SQ . i n . R-4380-A ...... E ....... 3.7 SQ . in. R-4380-A 1 . E ....... 6 .0 SQ . i n . R-4380-81 ..... E ....... 4 .8 SQ . i n . R-4380-1 . E ... 5.4 SQ . in . R-4380-3 ...... E ....... 6 .0 SQ . in. R-4380-4 ...... E ....... 0 . 1 R-4 380-4A 1 .... E ....... 0 . 1 R-4 380-4A ..... E ....... 0 .2 R-4380-6 .. G . . 0 .2 R-4380-7 ..... G ....... 0 .3 R-4380-8 ...... E ....... 0 .3 R-4380-9 .. E ... 0.4 R-4380-10 ..... E ....... 0 .5 R-4380-11 .. E 0 .5 R-4380-12 . . . E ..... 0 .6 R-4 380-13 ..... G ....... 0 .7 R-4380-13A .... E ....... 0 .9 R-4380-14 ..... E ....... 0 .7 R-4380-15 ..... E ....... 0 .6 R-4380-16 ..... E . . . . 0 .8 R-4380-17 ..... E ....... 0.8 R-4380-18 ..... G ....... 0 .7 R-4380-21 ..... G ....... 1.3 ~ R-4380-22 ..... G . 1.5 ~ R-4380-2 3 . . . . G ....... 1 .1 R-4380-24 G ....... 1. 7 R-4380-25 . G . . . . 2 .5 R-4380-26 ..... G ....... 2 .7 R-4385-8 . E . . ... 0 .1 R-4385-C . E . . . 0 .3 R-4385-E ...... E ....... 0 .5 R-4385-F .... E ....... 0.5 R-4385-G . E . 1 .0 R-4385-H .. G . . ... 1 .6 R-4385-J ...... G ....... 2 .5 R-4385-K ...... G ....... 2 .7 R-4389-0 ...... 8 ....... 0 .2 R-4390 .... 8 . . . 0 .3 R-4391-A ...... 8 . .0.1 R-4392 ........ 8 ....... 0 .8 R-4393 ........ C ....... 1 .0 R-4400 .. 8 ... 0 .1 R-4401 ........ A . 0 .1 R-4403 ...... A ....... 0 .3 R-4404-C ...... 8 ....... 0 .5 R-44 05-M5 . . C ....... 1.5 R-4406 ........ 8 . . . 0 .5 R-4406-A ...... 8 ....... 0 .5 R-4406-C ...... A ....... 0 .4 R-4406-1 ..... A ....... 0 .5 R-4406-2 ...... C ....... 0 .6 R-4407-2A ..... 8 . . .. 0 .6 R-4408 8 . . . 0 .3 R-4409 .. A ....... 0 .4 R-44 09-A ...... C ....... 0 .7 R-4409-C ...... 8 ....... 0 .5 R-4409-E .. A ....... 0 .5 R-4409-G ...... 8 . . . . 0 .8 R-4410 ........ 8 ....... 0 .8 R-4421 ..... C ....... 1.0 R-4423-A ...... A ....... 1.2 R-44 24 . A ....... 0 .6 R-4430-A ...... A ....... 0 .6 R-4430-A 1 ..... C ..... 0 .2 R-4430-8 ...... C ....... 0 . 7 R-4430-C ... C ....... 1 .4 R-4435-1 ...... C . 0 .8 R-4441 ... A ....... 0 .3 R-4441-A ...... A ....... 0 .3 R-4443 .. A ....... 0 .4 R-4444 ..... A ..... Q4 R-4449 ........ A . . .... 0 .8 R-4450 ........ A ....... Q8 R-4450-A ...... A ....... 0.6 R-4451 ........ C ....... 0.7 R-4454 ....... C ....... O~ R-4460 .... A ....... 0 .8 R-4462 ........ 8 . . ... 0 .9 CATALOG NO. TYPE SO . FT OPEN R-4470 ...... A . . 1.5 R-4511 .A ....... 0.5 R-4525 ... A ....... 0 .8 R-4530 .... A . .Q8 R-4531 .A ....... 0.8 R-4540 ........ C ....... 1.0 R-4541 ........ A ....... 1.0 R-4544 ........ A . 1.8 R-4545 ... A ....... 1.6 R-4548 ... A . .1.0 R-4550 ........ C ....... 0 .8 R-4552 . . . .. A . . 0 .6 R-455 7 .. A . . .. 0 .8 R-4558 ........ C ....... 1 . 1 R-4570-1 . A ....... 0 .9 R-4570-2 ...... A ....... 0 .9 R-4573 ........ A .. . .. 1.1 R-4575-A ..... A . . .1.7 R-4575-C ...... C ...... 2 .9 R-4579 ........ A . 0 .8 R-4583 ... A . . 0 .9 R-4584 ... A .... 1.3 R-4585 ........ A . 1.9 R-4586 .... A . . . .. 1 .5 R-4600 ........ A ....... Q9 R-4603-A ...... A . . .. 0 .8 R-4604 ........ C ....... 1.3 R-4604-C ...... A ....... 0 . 7 R-4604-D ...... A ....... 1.5 R-4608 ..... A . . . 0.8 R-4610 ........ A ....... 1.0 R-46 20 ........ A ....... 0 .8 R-4630 ........ C ....... 0 .9 R-4632 ........ C ....... 1 .1 R-4640 ..... A ....... 1.3 R-4641-A ...... A ....... 1 2 R-4641-C .. C . . ... 1.1 R-4641-F ...... A ....... 1.8 R-4649 ........ A ....... 1.1 R-4649-1 ... C . . 2 .2 R-4652 ........ A ....... 1 .5 R-4654-C ...... C ....... 3 .6 R-4660 ........ C ....... 1.1 R-4662 ........ A ....... 1.3 R-4670-A ...... A ....... 1.1 R-4671 ........ A ....... 1.1 R-4672 .. C ....... 1.1 R-4689 ........ C ....... 1 .4 R-4692-A ...... D . . ... 2.0 R-4698 ........ A ....... 1.7 R-4710 ........ C . . .. 1.5 R-4711 ........ C ....... 1.1 R-4718 ........ A ....... 2 .7 R-4720 ........ C ..... 0 .9 R-4721-A ...... A . . .. 1.2 R-4725 ........ C ... 1.6 R-47 30 ........ A . . .2 .0 R-473 1 ........ A . .. .2 .5 R-4732 ... A . . ... 2 .0 R-4736 ..... C ....... 1.1 R-4738 ........ A . . ... 1 .1 R-4739 .... C . .1 .3 R-4740 ........ C ....... 2.1 R-4750 ........ C . ..2.4 R-4750-1 ...... A ....... 2 .8 R-4751 ........ C ....... 1 .9 R-4752 .... C ....... 2.3 R-4755-8 ...... A ....... 2 .8 R-4755-C .. C .. 2.9 R-4759 ........ C ....... 1.5 R-4760 ........ C ....... 1.7 R-4762 ... C ....... 2 .4 R-4765 ...... A ....... 1.4 R-4780 .... C .... 3 .1 R-4781 ........ C .3 .0 R-4795 . A ....... 3 .2 R-4798 ...... C .. 2.4 R-4808 ........ C ....... 1.4 R-4809 ... C ....... 1.5 R-4810 ........ C .. 1.5 R-4820 ........ C .... 1.6 R-4821-A ...... C ....... 1.7 R-4825 .... C ....... 1 .8 R-4825-A ...... A ....... 2.1 R-4825-8 ...... C ....... 2.0 CATALOG NO. TYPE SQ . FT OPEN R-4826 ........ A ....... 1 .3 R-4828 ........ A ....... 1.9 R-4829 ........ C . . 2 .2 R-4830 ... C ....... 0 .9 R-4832 ... C . 1 .5 R-4832-8 .. C . . 1.8 R-4833 .... A . . .. 2 .3 R-4834-8 ...... 8 . . . 1.7 R-4835-1 ...... C .4.9 R-4837 ........ A ....... 2 .2 R-4839 ....... A ....... 2 .1 R-4840 . C . . 2 .8 R-4843 . . . A . 2 .6 R-4846 ........ C .. 5 .6 R-4850 C ...... 2 .7 R-4852 ...... C 1.7 R-4853 . A . 2 .5 R-4853-A A 3 .1 R-4 853-81 C 3 .3 R-4855 ... A .... 2 .0 R-4856 C .. 3 .1 R-4857 A . . . 3 .1 R-4859-C . A . 2.4 R-4880 .. C . . 2 .5 R-4880-C .. C . . 2 .2 R-4884-A . C ....... 3 .3 R-4890 . . . .... C --. 3.4 R-4891 .. A ....... 3 .5 R-4893 ........ C ....... 6 .0 R-4893-8 ...... C ....... 1.9 R-4894 ........ C ....... 3 .3 R-4895-2 ...... A . . . 6 .6 R-4938 .. A . . . . 0 .8 R-4938-1 ...... A . . ... 1.5 R-4938-A ...... A . 0 .8 R-4938-8 ...... A . . 0 .2 R-4939-8 ...... K ....... 4 . 7 SQ . in . R-4941 ........ 8 . . . .. 0.4 R-4941-A ..... 8 ....... 0.4 R-4942-A ...... A . . .. 0 . 7 R-4943 ........ K . . .. 0 .3 R-4943-A ... K ....... 0 .3 R-4943-8 .... K ....... 0 .3 R-4976-1 ...... A ....... 0.9 R-4976-1 . 8 ....... 0 .9 R-4976-2 ... A . . 1 .5 R-4976-2 ...... 8 . . 1.5 R-4976-3 ...... A ....... 2 .5 R-4976-3 ...... 8 ....... 2 .5 R-4976-4 ...... A . . .... 3 . 7 R-4976-4 ...... 8 .. 3 .7 R-49 76-5 ...... 8 . . . 5 .2 R-4977-1 .A . ..1.5 R-4977 -1 8 . 1.5 R-4977-2 . A ....... 2 .0 R-4977-2 ... 8 . . .. 2 .0 R-4977 -3 ... A . . . 3.7 R-4977-3 ...... 8 . 3 .7 R-4977-4 ...... A .. 5 .3 R-4977-4 .... 8 . . ... 5.3 R-4977-5 .... A ....... 8 .0 R-4977-5 . 8 . . .. 8 .0 R-4990-AA . . . A . . .. 0 .2 • R-4990-AX . . .. A . . ... 0 .2 • c ....... 0 .3 . p ....... 0 .1 R-4990-8A ..... A ....... 0 .3 • R-4990-8X ..... A ....... 0 .3 • c . . .. 0 .3• p ....... 0 .1 . R-4990-CA ..... A ....... 0 .4 • R-4990-CX ..... A . . . 0.4 • c ....... 0.4 • p ....... 0 .1. R-4990-DA . A . 0.4 • R-4990-DX ..... A ....... 0.4 • c ....... 0 .5 . p .. 0 .2. R-4990-EA ..... A ....... 0.5 • R-4990-EX ..... A ....... 0 .6 • c ....... 0 .5 . R-4990-FA ..... A ....... 0 .6 • R-4990-FX ..... A ....... 0 .7 • c ....... 0 .8 . Type K ind icates "Specia l " grate style a nd is not amon g st andard ty pes as ill ustrated . • N OTE : On catalog li 's R-4990-AA thru R-4999-L9 . SQ . FT OPEN 1s per l ineal foot NEENAH ~~ APPENDIX C DETENTION CALCULATIONS -PARKING AREA SPREADSHEET 1: POND STORAGE COMPUTATIONS PARKING AREA PROJECT: LOCATION : CLIENT: POINT ELEVATION NO. (FEET) 1 308.00 2 308.50 3 309.00 4 309.50 5 310.00 6 310.50 WAYNE SMITH LITTLE LIEAGUE PARK COLLEGE STATION, TEXAS HSI ARCHITECTS AVERAGE POND AREA POND AREA POND AREA (SQ.-FT.) (ACRES) (SQ.-FT.) 0 .00 0.00 0 .00 4800.00 0 .11 2400.00 16200.00 0 .37 10500.00 26600.00 0 .61 21400.00 49600.00 1.14 38100.00 74400.00 1.71 62000.00 DEPTH (FT.) 0 .00 0 .50 1.00 1.50 2 .00 2 .50 DATE: ENGINEER : DESIGNER : INCR. INCR . DEPTH VOLUME (FT .) (CU .-FT.) 0.00 0 .00 0.50 1200.00 0.50 5250.00 0.50 10700.00 0.50 19050.00 0 .50 31000.00 PAGE 1OF1 24-May-97 ROBERTSON CONSULTING ENGINEERS R. ROBERTSON TOTAL INCR. TOTAL VOLUME VOLUME VOLUME (CU.-FT.) (AC .-FT.) (AC.-FT.) 0 .00 0 .00 0 .00 1200.00 0 .03 0 .03 6450.00 0.12 0 .15 17150.00 0.25 0 .39 36200.00 0.44 0 .63 67200.00 0 .71 1.54 SPREADSHEET 2 : OUTLET WORKS DISCHARGE COMPUTATIONS PARKING AREA PROJECT : LOCATION: CLIENT : POND WATER SURFACE POINT ELEVATION NO. (FEET) 1 308.00 2 308.50 3 309.00 4 309.50 5 310.00 6 310.50 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION , TEXAS HSI ARCHITECTS ORIFICE NO. 1 2 AREA. SF 1.67 1.67 INVERT 308.00 308.00 Co 0.30 0 .30 Qo1, CFS Qo2,CFS 0 .00 0.00 2.84 2.84 4.02 4.02 4.92 4.92 5.69 5.69 6 .36 6.36 DATE : ENGINEER: DESIGNER: 3 WEIR NO. 0 .00 LENGTH, FT. 0 .00 INVERT EL 0.00 Cw Qo3,CFS 0.00 0.00 0 .00 0 .00 0 .00 0 .00 1 30 .00 309.60 3 .10 Qw1 ,CFS 0 .00 0 .00 0.00 0 .00 23.53 79.40 PAGE 1OF1 24-May-97 ROBERTSON CONSULTING R. ROBERTSON 2 3 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 Qw2 ,CFS Qw3 ,CFS 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0.00 0.00 0.00 0 .00 0 .00 0 .00 POND OUTLET TOTAL DISCHARGE (CFS) 0 .00 5.69 8.04 9 .85 34 .90 92.12 w u. () -w (!) a: <( I () (/) 0 COMBINED OUTLET WORKS ELEVATION -DISCHARGE CURVE 100 ~~~~~~~~~~~~~~~~~~~~~---, : : 90 ···········································-···········································+···········································-························································································ 80 ············································-····································--······-······························································································································ ....... . 70 ············································>········································································································································<··········································· 60 ............................................. , ............................................. , ............................................. , ..................................................................................... . 50 ············································+············································+············································+···········································-~·-········ ............................... . l i ~ j :: T : ! l L ~ 20 ............................................. l ............................................ l ............................................. l .......................................... 1 ........................................... . Q u; -=-t / 2. c. fS l l : 1Q T L i - - o~~~~--;-~~~--+~~~~+-1-~~~---~~~~ 308 308.5 309 309.5 310 310.5 ELEVATION (FEEl) SPREADSHEET 3 : 2*S/delta T +OUTFLOW COMPUTATIONS PARKING AREA PROJECT : LOCATION: CLIENT : WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION, TEXAS HSI ARCHITECTS ENTER COM PUTATION TIME INTERVAL IN M INUTES= STORAGE STORAGE POINT ELEVATION DEPTH 115 11 "S" NO. !FEET) (FT.) (CU .-FT .) (AC.-FT.) 1 308.00 0 .00 0 .00 0 .00 2 308.50 0 .50 1200.00 0 .03 3 309.00 1.00 6450 .00 0 .15 4 309.50 1.50 17150.00 0 .39 5 310.00 2 .00 36200.00 0 .83 6 310.50 2 .50 67200.00 1.54 2 .00 OUTFLOW llQ'I (CFS) 0 .00 5.69 8.04 9 .85 34 .90 92.12 DATE : 24-May-97 ENGINEER : ROBERTSON CONSULTING DESIGNER: R. ROBERTSON LOG LOG 2S/dt+O "O ' 2S/dt+O (CFS) (CFS) (CFS) 0 .00 0 .00 0.00 25.69 0.75 1.41 115.54 0 .91 2.06 295 .68 0.99 2.47 638 .23 1.54 2 .80 1212.12 1.96 3 .08 SPREADSHEET 4a: HYDROGRAPH ROUTING COMPUTATIONS PARKING AREA 2YEAR STORM PROJECT: LOCATION: CLIENT: INFLOW HYDRO. TIME INFLOW "l"n u1un (MIN) (CFS) 0 0.00 2 3.20 4 6.40 6 9.60 8 12.80 10 16.00 12 14.40 14 12.80 16 11.20 18 9.60 20 8.00 22 6.40 24 4.80 26 3.20 28 1.60 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION, TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0.00 3.20 9.60 16.00 22.40 28.80 30.40 27.20 24.00 20.80 17.60 14.40 11.20 8.00 4.80 (2S/dT-O)n (CFS) 0.00 0.00 -0.30 3.46 11.13 22.72 38.23 53.37 64.09 70.89 74.15 74.21 71.36 65.88 58.08 DATE: ENGINEER: DESIGNER: "l"n-1 + "l"n + (2S/dT-O)n (CFS) 0.00 3.20 9.30 19.46 33.53 51.52 68.63 80.57 88.09 91.69 91.75 88.61 82.56 73.88 62.88 PAGE 1OF1 24-May-97 ROBERTSON CONSUL TING R. ROBERTSON OUTFLOW "O" (CFS) 0.00 1.75 2.92 4.16 5.41 6.65 7.63 8.24 8.60 8.77 8.77 8.63 8.34 7.90 7.31 SPREADSHEET 4b: HYDROGRAPH ROUTING COMPUTATIONS PARKING AREA 5 YEAR STORM PROJECT : LOCATION : CLIENT : INFLOW HYDRO. TIME INFLOW "l''n "l"n (MIN) (CFS) 0 0 .00 2 4.00 4 8.00 6 12.00 8 16.00 10 20.00 12 18.00 14 16.00 16 14.00 18 12.00 20 10.00 22 8 .00 24 6 .00 26 4 .00 28 2 .00 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION . TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0 .00 4 .00 12 .00 20.00 28.00 36.00 38.00 34 .00 30.00 26.00 22.00 18.00 14 .00 10.00 6 .00 DATE: ENGINEER : DESIGNER: (2S/dT-O)n (CFS) 0 .00 0 .00 0 .11 5.48 16.00 31 .68 52 .52 73 .09 88 .20 98 .39 104.08 105.65 103.40 97 .65 88.7 1 "l"n-1 + "l"n + (2S/dT-O)n (CFS) 0.00 4.00 12.11 25.48 44 .00 67 .68 90.52 107.09 118.20 124.39 126.08 123.65 117.40 107.65 94.71 PAGE 1OF1 24-May-97 ROBERTSON CONSUL TING A. ROBERTSON OUTFLOW "O'' (C FS) 0.00 1.95 3.31 4.74 6.16 7.58 8 .71 9.45 9.91 10.15 10.22 10.12 9 .87 9 .4 7 8 .91 SPREADSHEET 4c: HYDROGRAPH ROUTING COMPUTATIONS PARKING AREA 10 YEAR STORM PROJECT : LOCATION : CLIENT: INFLOW HYDRO . TIME INFLOW "T''n "l"n (MIN) (CFS) 0 .0 0 .00 2 .0 4 .40 4 .0 6.80 6 .0 13.20 6.0 17.60 10.0 22.00 12.0 19.80 14.0 17.60 16.0 15.40 16.0 13.20 20.0 11 .00 22.0 6 .80 24 6 .60 26 4 .40 26 2.20 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION , TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0 .00 4.40 13 .20 22.00 30.80 39.60 41 .80 37 .40 33.00 26.60 24.20 19.80 15.40 11 .00 6.60 DATE : ENGINEER : DESIGNER: (2S/dT-O)n (CFS) 0.00 0.00 0.32 6 .53 16.53 36 .31 59 .69 63.26 100.65 112.64 119.65 122.06 120.25 114.46 105.09 "l"n-1 + "l"n + (2S/dT-O)n (CFS) 0.00 4.40 13 .52 26.53 49.33 75.91 101 .69 120.66 133.65 141 .24 143.65 141 .66 135.65 125.46 111 .69 PAGE 1OF1 24 -May-97 ROBERTSON CONSULTING A. ROBERTSON OUTFLOW "O" (CFS) 0 .00 2 .04 3.50 5.00 6 .51 6.01 9.22 10.00 10 .51 10.79 10.69 10.61 10 .58 10.19 9.64 SPREADSHEET 4d: HYDROGRAPH ROUTING COMPUTATIONS PARKING AREA 25 YEAR STORM PROJECT : LOCATION : CLIENT: INFLOW HYDRO. TIME INFLOW "T"n "l"n (MIN) (CFS) 0 .0 0 .00 2 .0 5 .00 4 .0 10.00 6 .0 15.00 8 .0 20.00 10.0 25.00 12.0 22.50 14.0 20.00 16.0 17.50 18.0 15.00 20.0 12.50 22.0 10.00 24.0 7 .50 26.0 5 .00 28.0 2.50 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION , TEXAS HSI ARCHITECTS "l"n-1 + "l"n (C FS) 0.00 5 .00 15.00 25.00 35.00 45 .00 47.50 42.50 37 .50 32 .50 27 .50 22.50 17 .50 12.50 7.50 DATE: ENGINEER: DESIGNER : (2S/dT-O)n (CFS) 0 .00 0.00 0.67 8.16 22.41 43.40 71 .17 98.82 119.73 134.51 143.62 147.45 146.36 140.68 130.74 "l"n-1 + "l"n + (2S/dT-O)n (CFS) 0.00 5.00 15.67 33 .16 57 .41 88.40 118.67 141 .32 157.23 167.01 171 .12 169.95 163.86 153.18 138.24 PAGE 1 OF 1 24-May-97 ROBERTSON CONSUL TING R. ROBERTSON OUTFLOW "O" (CFS) 0 .00 2 .17 3 .75 5.38 7.00 8 .62 9.93 10 .79 11.36 11 .70 11.83 11 .79 11 .59 11 .22 10.68 SPREADSHEET 4e: HYDROGRAPH ROUTING COMPUTATIONS PARKING AREA 50 YEAR STORM PROJECT : LOCATION : CLIENT : INFLOW HYDRO. TIME INFLOW "T"n "l"n (MIN) (CFS) 0 0 .00 2 5 .60 4 11.20 6 16.80 8 22.40 10 28.00 12 25.20 14 22.40 16 19.60 18 16.80 20 14.00 22 11.20 24 8 .40 26 5.60 28 2 .80 30 0 .00 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION , TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0 .00 5.60 16 .80 28.00 39 .20 50 .40 53.20 47.60 42.00 36.40 30.80 25.20 19 .60 14 .00 8.40 2 .80 DATE : ENGINEER : DESIGNER : (2S/dT-O)n (CFS) 0.00 0.00 1.02 9 .84 26.38 50.65 82.68 114.69 139.22 156.89 168.20 173.55 173.32 167.85 157.48 142.56 "l"n-1 + "l"n + (2S/dT-O)n (CFS) 0.00 5 .60 17.82 37 .84 65.58 101 .05 135.88 162.29 181 .22 193.29 199.00 198.75 192.92 181 .85 165.88 145.36 PAGE 1OF1 04-Jun-97 ROBERTSON CONSUL TING R. ROBERTSON OUTFLOW "O" (CFS) 0 .00 2 .29 3.99 5 .73 7.46 9 .19 10.59 11 .54 12 .16 12.55 12.72 12.72 12 .54 12 .18 11.66 10.94 SPREADSHEET 4f: HYDROGRAPH ROUTING COMPUTATIONS PARKING AREA 100 YEAR STORM PROJECT: LOCATION : CLIENT : INFLOW HYDRO. TIME INFLOW "T1 'n "l "n (M I N) (CFS) 0 0 .00 2 6 .00 4 12.00 6 18.00 8 24.00 10 30.00 12 27 .00 14 24 .00 16 21 .00 18 18.00 20 15.00 22 12.00 24 9 .00 26 6 .00 28 3 .00 30 0 .00 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STA TION , TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0.00 6.00 18 .00 30.00 42 .00 54 .00 57 .00 51 .00 45.00 39 .00 33 .00 27 .00 21 .00 15.00 9 .00 3.00 DAT E: ENGINEER : DESIGNER : (2S/dT-O)n (CFS) 0.00 0 .00 1.27 10.98 29 .07 55.56 90.45 125.42 152.40 172.06 184 .88 191 .30 191 .69 186.42 175.82 160.26 "l"n-1 + "l"n + (2S/d T-O)n (CFS) 0 .00 6 .00 19 .27 40 .98 7 1.07 109.56 147.45 176.42 197.40 211 .06 217 .88 2 18.30 2 12.69 201 .42 184 .82 163.26 PAGE 1OF1 04-Jun-97 ROBERTSON CONSULTING R. ROBERTSON OUTFLOW "0 " (C FS ) 0 .00 2.37 4.14 5.95 7.76 9 .55 11 .02 12.01 12.67 13.09 13.29 13.30 13.14 12.80 12.28 11.57 APPENDIX D DETENTION CALCULATIONS -BUILDING AREA SPREADSHEET 1: POND STORAGE COMPUTATIONS BUILDING AREA PROJECT: LOCATION : CLIENT : POINT ELEVATION NO. (FEET] 1 307.30 2 307.50 3 307.75 4 308.00 5 308.25 6 308.50 WAYNE SMITH LITTLE LEAGUE PAR K COLLEGE STATION , TEXAS HSI ARCHITECTS AVERAGE POND AREA POND AREA POND AREA (SQ.-FT.) (ACRES) (SQ .-FT .) 0 .00 0 .00 0 .00 800.00 0 .02 400.00 1850.00 0 .04 1325.00 2200.00 0 .05 2025.00 7750.00 0 .18 4975.00 9600.00 0 .22 8675.00 DEPTH (FT .) 0.00 0.20 0.45 0.70 0.95 1.20 DATE: ENG INEER : DESIGNER: INCR. INCR. DEPTH VOL UME (FT .) (CU.-FT.) 0 .00 0 .00 0 .20 80.00 0 .25 331 .25 0 .25 506.25 0 .25 1243.75 0 .25 2168 .75 PAGE 1 OF 1 24-May-97 ROBERTSON CONSULTING ENGINEERS R. ROBERTSON TOTAL INCR . TOTAL VOLUME VO LUME VOLUME (CU .-FT.) (AC .-FT .) (AC .-FT.) 0 .00 0 .00 0 .00 80.00 0 .00 0 .00 411 .25 0 .0 1 0 .0 1 917.50 0 .0 1 0 .02 2161 .25 0 .03 0 .05 4330.00 0 .05 0 .1 0 SPREADSHEET 2: OUTLET WORKS DISCHARGE COMPUTATIONS BUILDING AREA PROJECT: LOCATION : CLIENT: POND WATER SURFACE POINT ELEVATION NO. (FEET) 1 307.30 2 307 .50 3 307.75 4 306.00 5 308.25 6 308.50 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION, TEXAS HSI ARCHITECTS ORIFICE NO. 1 2 AREA. SF 1.50 0 .00 INVERT 307 .30 0 .00 Co 0 .60 0 .00 Qo1, CFS Qo2,CFS 0 .00 0.00 3.23 0.00 4 .64 0.00 6 .04 0 .00 7.04 0 .00 7.91 0 .00 DATE: ENGINEER : DESIGNER: 3 WEIR NO . 0 .00 LENGTH , FT . 0.00 INVERT EL. 0.00 Cw Qo3,CFS 0.00 0.00 0 .00 0 .00 0 .00 0 .00 1 5.00 308.00 3 .10 Qw1,CFS 0 .00 0 .00 0 .00 0 .00 1.94 5.46 PAGE 1 OF 1 24-May-97 ROBERTSON CONSULTING R. ROBERTSON 2 3 0.00 0.00 0 .00 0 .00 0 .00 0 .00 Qw2,CFS Qw3,CFS 0 .00 0 .00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0 .00 0.00 0.00 0.00 POND OUTLET TOTAL DISCHARGE (CFS) 0 .00 3.23 4.64 6 .04 6.96 13 .39 COMBINED OUTLET WORKS ELEVATION -DISCHARGE CURVE 14 -.--~~~~~~~~~~~~~~~~~~~----, l ~ ~ . 12 t T I . I ; ~ 10 ································1···························r····························i·······························:·······························r················· ............................................... . w (!) a: <( I () Cf) 0 8 ................................ ; ................................ + ................................ ~ ................................. ; .............................. j ................................. ; ............................... . . · I I I I 6 ................................ 1 ................................. 1 ................................. f ......................... ----: ............................. + ............................. f .............................. .. QVY> '.:-l\J c fS I i ~ I 4 • . ... . :,r· ----.................... _ ........................... : ................................ [ ........................... . ~ ~ j 2 ................................ ; ............................... ; ................................ i··········--·············--·····-~-----·--·····----···············!··· ··························-··--·---······ ············--··· ; ~ ; . ' O -t---~-;-~~-;-_,__~-;-~~-;-~~-t--~~-1--~~ 307.2 307.4 307.6 307.8 308 308.2 308.4 308.6 ELEVATION (FEET) SPREADSHEET 3 : 2*S/delta T +OUTFLOW COMPUTATIONS BUILDING AREA PROJECT: LOCATION : CLIENT : WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION , TEXAS HSI ARCHITECTS ENTER COM PUTATION TIME INTERVAL IN MINUTES = STORAGE STORAGE POINT ELEVATION DEPTH "S" "S" NO. (FEET) (FT.) (CU.-FT.) (AC .-FT .) 1 307.30 0 .00 0 .00 0 .00 2 307.50 0 .20 80 .00 0 .00 3 307.75 0.45 41 1.25 0.01 4 308.00 0.70 917.50 0 .02 5 308.25 0 .95 2161 .25 0 .05 6 308.50 1.20 4330.00 0 .10 2.00 OUTFLOW "O" (CFS) 0 .00 3.23 4.84 6 .04 8.98 13.39 DA TE : 24 -May-97 ENGINEER: ROBERTSON CONSUL TING DESIGNER : R. ROBERTSON LOG LOG 2S/dt+O "O" 2S/dt+O (CFS) (CFS) (CFS) 0.00 0 .00 0.00 4.56 0.51 0.66 11 .70 0 .69 1.07 21 .33 0 .78 1.33 45 .00 0 .95 1.65 85.56 1.13 1.93 SPREADSHEET 4a: HYDROGRAPH ROUTING COMPUTATIONS BUILDING AREA 2YEAR STORM PROJECT: LOCATION: CLIENT: INFLOW HYDRO. TIME INFLOW 'T'n "l"n (MIN) (CFS) 0 0.00 2 0.80 4 1.60 6 2.40 8 3.20 10 4.00 12 3.60 14 3.20 16 2.80 18 2.40 20 2.00 22 1.60 24 1.20 26 0.80 28 0.40 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION, TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0.00 0.80 2.40 4.00 5.60 7.20 7.60 6.80 6.00 5.20 4.40 3.60 2.80 2.00 1.20 (2S/dT-O)n (CFS) 0.00 0.00 -1.00 -0.95 -0.37 0.80 2.57 4.07 4.58 4.37 3.65 2.60 1.39 0.21 -0.72 ~ATE: ENGINEER: DESIGNER: "l"n-1 + "l"n + (2S/dT-O)n (CFS) 0.00 0.80 1.40 3.05 5.23 8.00 10.17 10.87 10.58 9.57 8.05 6.20 4.19 2.21 0.48 PAGE 1 OF 1 25-May-97 ROBERTSON CONSULTING R. ROBERTSON OUTFLOW "O" (CFS) 0.00 0.90 1.18 1.71 2.21 2.72 3.05 3.15 3.11 2.96 2.72 2.40 1.99 1.46 0.70 SPREADSHEET 4b: HYDROGRAPH ROUTING COMPUTATIONS BUILDING AREA 5 YEAR STORM PROJECT : LOCATION : CLIENT : INFLOW HYDRO. TIME INFLOW "l "n "l"n (MIN) (CFS) 0 0 .00 2 1.00 4 2 .00 6 3 .00 8 4 .00 10 5 .00 12 4 .50 14 4 .00 16 3 .50 18 3 .00 20 2 .50 22 2 .00 24 1.50 26 1.00 28 0 .50 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION, TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0.00 1.00 3.00 5 .00 7 .00 9 .00 9.50 8.50 7 .50 6.50 5.50 4 .50 3.50 2 .50 1.50 DATE : ENG INEER: DESIGNER : (2S/dT-O)n (CFS) 0 .00 0 .00 ·1.00 -0 .79 0.22 2.05 4.71 7.05 B.07 8.09 7.34 6 .02 4.33 2.45 0 .64 "l"n-1 + "l"n + (2S/dT-O)n (CFS) 0 .00 1.00 2.00 4.21 7.22 11 .05 14 .21 15.55 15.57 14 .59 12.84 10 .52 7.83 4.95 2.14 PAGE 1OF1 25-May -97 ROBERTSON CONSULTING A. ROBERTSON OUTFLOW "O" (CFS) 0 .00 1.00 1.40 2 .00 2.59 3 .17 3.58 3 .74 3.74 3 .63 3 .41 3.10 2 .69 2.16 1.44 SPREADSHEET 4c: HYDROGRAPH ROUTING COMPUTATIONS BUILDING AREA 10 YEAR STORM PROJECT : LOCATION : CLIENT : INFLOW HYDRO. TIME INFLOW "T"n "l"n (MIN) (CFS) 0 .0 0 .00 2 .0 1.20 4 .0 2 .40 6 .0 3 .60 8 .0 4 .80 10 .0 6.00 12.0 5 .40 14.0 4 .80 16.0 4 .20 18.0 3 .60 20.0 3.00 22.0 2 .40 24 1.80 26 1.20 28 0 .60 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION , TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0 .00 1.20 3.60 6 .00 8.40 10.80 11 .40 10.20 9.00 7.80 6 .60 5.40 4 .20 3 .00 1.80 DAT E: ENGINEER: DESIGNER : (2 S/dT-O)n (CFS) 0 .00 0 .00 -0 .98 -0 .56 0 .93 3 .48 7.10 10 .38 12 .02 12 .38 11 .71 10 .22 8.13 5 .64 3.00 "l"n-1 + "l"n + (2S/dT-O)n (CFS) 0 .00 1.20 2.62 5.44 9.33 14 .28 18.50 20.58 21.02 20.18 18 .31 15.62 12.33 8.64 4.80 PAGE 1 OF 1 25-May-97 ROBERTSON CONSULTING R. ROBERTSON OUTFLOW "0 " (CFS) 0 .00 1.09 1.59 2 .26 2.92 3 .59 4.06 4.28 4 .32 4.24 4 .04 3.75 3.34 2 .82 2 .13 SPREADSHEET 4d: HYDROGRAPH ROUTING COMPUTATIONS BUILDING AREA 25 YEAR STORM PROJECT : LOCATION : CLIENT: INFLOW HYDRO. TIME INFLOW "Tun "l"n (MIN) (CFS) 0 .0 0 .00 2 .0 1.30 4.0 2 .60 6 .0 3 .90 8.0 5.20 10.0 6.50 12.0 5 .85 14.0 5 .20 16.0 4.55 18.0 3.90 20.0 3 .25 22.0 2 .60 24.0 1.95 26.0 1.30 28.0 0 .65 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION , TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0.00 1.30 3.90 6 .50 9 .10 11 .70 12.35 11 .05 9.75 8 .45 7 .15 5 .85 4 .55 3 .25 1.95 DATE : ENGINEER : DESIGNER : (2S/dT-O)n (CFS) 0 .00 0 .00 -0.97 -0.42 1.32 4.25 8.38 12.15 14.14 14 .70 14 .10 12.56 10 .30 7.54 4.52 "l"n-1 + "l"n + (2S/dT-O)n (CFS) 0 .00 1.30 2.93 6 .08 10.42 15.95 20 .73 23 .20 23.89 23.15 21.25 18.41 14 .85 10 .79 6.47 PAGE 1 OF 1 25-May -97 ROBERTSON CONSUL TING R. ROBERTSON OUTFLOW "O" (CFS) 0 .00 1.13 1.68 2 .38 3 .08 3 .78 4 .29 4 .53 4.59 4.53 4.34 4 .05 3 .66 3 .14 2 .45 SPREADSHEET 4e: HYDROGRAPH ROUTING COMPUTATIONS BUILDING AREA 50 YEAR STORM PROJECT: LOCATION : CLIENT: INFLOW HYDRO . TIME INFLOW "l "n "l"n (MIN) (CFS) 0 0.00 2 1.46 4 2.92 6 4.38 8 5.84 10 7.30 12 6 .57 14 5 .84 16 5.11 18 4.38 20 3 .65 22 2 .92 24 2 .19 26 1.46 28 0 .73 30 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION , TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0.00 1.46 4.38 7.30 10.22 13.14 13.87 12.41 10.95 9.49 8.03 6.57 5.11 3.65 2.19 0 .73 DATE: ENGINEER : DESIGNER : (2S /dT-O)n (CFS) 0 .00 0 .00 -0 .94 -0 .18 1.98 5.55 10.52 15.11 17 .69 18.61 18.17 16.59 14 .11 10.94 7.34 3 .62 "l"n-1 + 11 111 n + (2S/dT-O)n (CFS) 0.00 1.46 3.44 7.12 12.20 18.69 24.39 27.52 28.64 28.10 26.20 23.16 19.22 14 .59 9 .53 4.35 PAGE 1OF1 04-Jun-97 ROBERTSON CONSULTING R. ROBERTSON OUTFLOW "O" (CFS) 0 .00 1.20 1.81 2 .57 3 .33 4 .08 4.64 4 .92 5 .01 4 .97 4.80 4.53 4.14 3 .63 2.95 2 .03 SPREADSHEET 4f: HYDROGRAPH ROUTING COMPUTATIONS BUILDING AREA 1 00 YEAR STORM PROJECT : LOCATION : CLIENT: INFLOW HYDRO. TIME INFLOW "T"n "l"n (MIN) (CFS) 0 0 .00 2 1.52 4 3 .04 6 4.56 8 6 .08 10 7 .60 12 6 .84 14 6 .08 16 5 .32 18 4 .56 20 3 .80 22 3.04 24 2 .28 26 1.52 28 0 .76 30 WAYNE SMITH UTILE LEAGUE PARK COLLEGE STATION , TEXAS HSI ARCHITECTS "l"n-1 + "l"n (CFS) 0.00 1.52 4.56 7.60 10.64 13.68 14 .44 12 .92 11.40 9 .88 8 .36 6 .84 5.32 3 .80 2.28 0 .76 DATE: ENGINEER : DESIGNER: (2S/dT-O)n (CFS) 0 .00 0 .00 -0.93 -0 .08 2.24 6.05 11 .35 16.26 19.06 20.14 19.76 18.18 15.63 12.32 8.51 4.52 "l"n-1 + "l"n + (2S/d T-O)n (CFS) 0 .00 1.52 3.63 7.52 12.88 19.73 25 .79 29.18 30.46 30.02 28 .12 25 .02 20.95 16 .12 10.79 5.28 PAGE 1OF1 04-Jun-97 ROBERTSON CONSULTING R. ROBERTSON OUTFLOW "()'' (CFS) 0.00 1.22 1.86 2.64 3.42 4 .19 4.77 5.06 5.16 5 .13 4.97 4 .70 4 .31 3 .80 3.14 2.22 APPENDIX E PROFILE CALCULATIONS " I\.... ___ _ I I I I L __ ---COLLEGE STATIONi :'fl ~ nl ::f I -<1 ,. .. ' \"' !:1 ~I ~I I I I I L----1 I ' r--- 1 I I I I Table III-6 Continued Channel Designation Location and/or Current Condition Discharge Ultimate Condition Discharge River Station (CFS) (CFS) (Mi) lOYr 25Yr 50Yr lOOYr lOYr 25Yr 50Yr lOOY r Bee Creek Trib. 11B11 At Confluence with Bee Creek Main Channel R.S.= .07 2088 2604 2974 3417 3759 4513 5040 567 8 II II R. S. = . 38 1844 2311 2646 3047 3320 3986 4451 5016 II II FM 2818 Structure R.S.= .63 1814 2275 2605 3001 3262 3918 4379 4936 II II Bel ow S. Fork Confluence Welch St. Structure R.S.= .96 1784 2238 2563 2955 3203 3850 4306 4855 North Fork Trib. "B" Above S. Fork Confluence FM 2818 Structure R. S. =1. 17 823 1018 1158 1326 1263 1519 1702 . 1921 II II S.W. Parkway Structure ~ R.S.=2.20 412 509 579 663 630 760 851 960 Bee Creek Trib. II B II South Fork Above N. Fork Confluence R. S. = . 02 965 1222 1408 1631 1960 2353 2621 2950 Bee Creek Trib. II B II North Fork Wellborn Road Structure 333 425 496 566 676 834 936 1071 II II At We 11 born Rd. Structure 710 902 1040 1206 1506 1812 2031 2292 i -------------·-· ------ ---------------·--CITY OF COLLEGE STATION ,____ 1----·--------- --· -------STORMWATER MANAGEMENT PLAN r ---..._ ___ -----·-~ -- ----------.__ ---·----FIGURE N-8 __ ,__ -------· -~ - -------·---------WATER SURFACE PROFILE w ---,____ __ ----------~ ~-··-BEE CREEK [ ------·-· --->------- -~-- ......_ ______ ~---(\J ·----------.. -. ---,__ TRIBUTARY B 1.1'1 ----· --·-1---u --->---FRQM:CONFLUENCE TO: RS. 2.83 -----'-------. cu--wiBEE CREEK IC> m N WALTON a ASSOCIATES '" . II _: ---· ~ CONSULTING ENGINEERS INC. I ~ ~ "'- z. I_, .... u... --~-·--_, VI -----· -.:=:--.. ~ ..., v • ·-. u:: '"' • • .. w II lD '"' '"-'-OJ .... ·" in ,., - r~ N -. -~-0 ..... "" 1""-.. . _, :-'I" . .: .. rr-l:Z -, =-I I u [ ::::J u:: l_J • '"" " ·::::1 LI ("] -11 , ... .,. 7/'; ..... _., ..... I 1 o\ II ..... - ' rv• . -. .:. -~ ,, II-I"' ,,., ---~ '"" I ' .. II -· _. ....... -m ,, '"'----.. -r-- ' ~, ;IA. , ... -,:-.:: ""' IN ,., 1\...1 " -~ :;.i;. u = -. Ir II ~ ..... .. IU ..... I 'I .w rr .... "\ I -..., u. . ,. ..... n I"' ----I I ., ...... ~ m ~ Ul w L f ,._..Ii N PJ I I RJ; n T I IL II CJ( ~ -I'" \ --I. {\, ...... II ,_ :-. ,u;. '"' --'I' """' u-II m .... -~ I " I .... ......._, IL r--: ru i;:;r _. ' ,, -.... ... I 1 IMft ... If I I YW' WI \ ~ u z. en ~-y -.lo. ...._ ...... 1-" u: l'.r _, ' ~ ' N I , .., .., ... II. I II II y~ .., I ' ~--'-'"' m I __ , -.. -n ........._ "" -~ I ;:;;,,. .... ........ ~ ' ·, ---.;;;. ----/ ' \ _. .... "-/ ' ' .... II ./ "-..... ~ I r- I il JI 1!-U-' ' --l _, ""' r' I t' ' . T " u u . ·-' IJJ .... ........ \ .L ""'" -0 [\. "-• . \ ' It ...... ~-\ ' .... -"--• ~ \ ' -----... ..::;; .... \ --1--- I~ _, 1\...1 \ ,,, h ,, lo.. \'~ ~ ... l t-... \ ~ .....___ T.: ....... I' ~ "'~ r-" -> ~ .... ' -""-" ..... • u; ..... _, ••• t:l -""' -"7 "- "-...... , __ • "" I;;; " (: ,,..... I"'\ ' I ... -..... IVI I -~ r-,.... ·-~-----.,___ __ -~ ----------....___ ___ ~·--'----~ ----·------~-----0--~-------.. -------~ ~ --------(J) -· --. ------~-------------->--------·- I --,______ ·----~---------· ---------i------. I I .. I I l 3 2 0 RIVER STATION (miles) 310 300 290 280 270 260 250 2 c t- <l > LL LL TR-55 CURVE NUMBER COMPUTATION VERSION 1. 11 Project : WAYNE SMITH LITTLE LEAGUE PARK User: RR Date: 03-25-97 ounty : BRAZOS State: TX Checked: Date: ___ _ Subtitle: PEAK DISCHARGE AT HOLLEMAN DRIVE CULVERT ALL COVER DESCRIPTION FULLY DEVELOPED URBAN AREAS (Veg Estab.) Residential districts Avg % i~rv (by average lot size) 1/3 acre THER AGRICULTURAL LANDS asture, grassland or range 30 good otal Area (by Hydrologic Soil Group) UBAREA: ALL TOTAL DRAINAGE AREA: 206 Acres -Generated for use by GRAPHIC method Hydrologic Soil Group A B C D Acres CCN) 141(86) 65(80) 206 WEIGHTED CURVE NUMBER:84* TR -55 Tc and Tt THRU SUBAREA COMPUTATION Project : WAYNE SMITH LITTLE LEAGUE PARK User: RR County : BRAZOS State : TX Checked: Subtitle: PEAK DISCHARGE AT HOLLEMAN DRIVE CULVERT Flow Type Sheet 2 yea r r ain 4.5 Shallow Concent'd Shallow Concent'd Open Channel Length (ft) 200 800 1000 2000 Slope Surface (ft/ft) code .005 E .005 p .01 p ---Sheet Flow Surface Codes --- n Area <sq/ft) Time of Wp (ft) VERSION 1. 11 Date: 03 -25-97 Date: Velocity Ti me (ft/sec) (hr) 0.395 0 .155 0.137 3 0.185 Concentration 0.87* A Smooth Surface F Grass, Dense Shallow Concentrated B Fallow (No Res.) G Grass, Burmuda Surface Codes C Cultivated < 20 % Res . H Woods, Light P Paved D Cultivated> 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short -Generated for use by GRAPHIC method TR-55 GRAPHICAL DISCHARGE METHOO VERSION 1. 11 Project : WAYNE SMITH LITTLE LEAGUE PARK User: RR Date: 03-25-97 County : BRAZOS State: TX Checked: Date: __ _ Subtitle: PEAK DISCHARGE AT HOLLEMAN DRIVE CULVERT Data: Drainage Area 206 * Acres Runoff Curve Nl..flber 84 * Time of Concentration: 0.87 * Hours Rainfall Type II Pond and Swan-p Area : Storm Nl..flber I 1 2 3 I 4 I 5 I 6 I ----------------------1------ Frequency (yrs) 1 2 I 24-Hr Rainfall (in) I 4.5 5 6.2 ------1------1------1------ 10 I 25 I 50 I 100 I I I 7.4 I 8.8 I 9.8 I 11 I I I Ia/P Ratio I I I I I I 0.08 0.06 o.o5 I o.o4 I o.o4 I o.o3 I I I Used 0.10 0.10 0.10 I 0.10 I 0.10 I 0.10 I I I Runoff C in) 2.82 4.38 5.52 I 6.87 I 7.83 I 9.oo I I I I I Unit Peak Discharge j0.608 j0.608 j0.608 j0.608 j0.608 j0.608 (cfs/acre/in) I I I I I I I I I I I I Pond and Swan-p Factor! 0.72 I 0.72 I 0.72 I 0.72 I 0.72 I 0.72 I 5. 0% Ponds Used I I I I I I 1----------------------1------1------1------1------1------1------ 1 Peak Discharge Ccfs) I 254 I 395 I 498 I 619 I 706 I 811 ================================================================== * -Value(s) provided from TR-55 system routines ********************************************** *************************************** * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * Version 4.6.2; May 1991 * * HYDROLOGIC ENGINEERING CENTER * * 386 Extended Memory version, August 1991 * * 609 SECOND STREET, SUITE D * * Dodson & Associates, Inc 1-800-235-8069 * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 05JUN97 TIME 07:41:30 * * (916) 756-1104 * ********************************************** *************************************** x x xxxxxxx xxxxx xxxxx x x x x x x x x x x x x xxxxxxx xx xx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx 05JUN97 07:41 :30 PAGE THIS RUN EXECUTED 05JUN97 07:41 :30 ************************************ HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************ T1 HYDRAULIC ANALYSIS OF BEE CREEK TRIS. "B"(SWMP HYDRAULIC DATA) T2 PROFILE EXTENSION TO PROPERTY LINE -10 YEAR STORM FUTURE CONDITION T3 WAYNE SMITH LITTLE LEAGUE PARK J1 !CHECK INC NINV !DIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 262.49 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW CHNIM !TRACE 0 -1 0 0 0 0 0 0 0 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 QT 4 3759 4513 5040 5678 NC 0.075 0.075 0.045 0. 1 0.3 BEGIN THE PROFILE ANALYSIS OF TRIS. B OF BEE CREEK THE DOWNSTREAM SECTION IS RIVER STATION 0.07 X1 0.07 18 1430 1500 0 0 0 GR 268 865 266 1000 264 1135 262 1235 262 1390 GR 262 1430 260 1435 258 1437 256 1440 254 1441 GR 254 1454 256 1455 258 1465 260 1485 262 1500 GR 264 1615 266 1690 268 1765 NC 0.3 0.5 BEE CREEK TRIS. 11 811 AT SOUTHIJOOO ST BRIDGE STRUCTURE AT RIVER STATION 0.13 X1 0. 13 16 1385 1450 300 300 300 GR 268 1000 266 1185 264 1330 262 1385 260 1390 GR 258 1395 256 1405 254.50 1406 254.50 1429 256 1430 GR 258 1435 260 1450 262 1470 264 1535 266 1700 GR 268 1830 X1 0. 15 33 1303 1367 100 100 100 X3 10 264.92 264.92 GR 268.71 1000 266.22 1151 266. 12 1194 264. 10 1282 262.94 1294 GR 262.94 1302.9 260.72 1303 257.84 1314.9 257.84 1315 257.60 1316 GR 257.60 1316. 1 254.96 1327.9 254.96 1328 254. 73 1329 254. 73 1329.1 GR 254. 72 GR 254.96 1330 1342.1 254.72 257.60 1340 1353.9 254. 73 257.60 1340.9 1354 254. 73 257.84 1341 1355 254.96 257 .84 1342 1355.1 05JUN97 GR 260.72 GR 266. 14 X1 0.151 BT BT BT BT BT BT BT BT BT BT X1 X2 -29 0. 154 X1 0.155 X3 X1 GR GR GR GR NC X1 GR GR GR GR X1 GR GR GR GR GR X1 GR GR GR QT NC X1 GR GR GR GR 10 0.17 270 260 256 266 0.21 270 264 256 266 0.27 270 260 262 258 268 0.33 270 260 264 4 0.065 0.38 270 262 262 262 07:41:30 1367 1559 1194 1302.9 1315 1327.9 1329.1 1340.9 1342. 1 1355 1367.1 1492 20 1000 1535 1560 1765 18 985 1220 1274 1395 22 1000 1360 1510 1540 1750 14 1000 1385 1430 3320 20 975 1050 1490 1560 262.42 267 .41 266.12 264.92 264.92 264.92 264.92 264.92 264.92 264.92 264.92 265.60 1532 268 258 258 268 1220 268 262 258 268 1505 268 260 260 260 270 1360 268 258 266 3986 0.04 1475 268 264 260 264 1367. 1 1586 266.12 262.94 257.84 262.72 262.72 262.72 262.72 257.84 262.42 265.53 1585 1140 1542 1568 1880 0. 1 1290 1000 1235 1275 1410 1555 1020 1370 1515 1550 1775 1430 1070 1386 1495 4451 1565 1000 1055 1510 1565 264. 74 268 1282 1303 1316 1328 1330 1341 1353.9 1355.1 1378 1559 40 100 266 256 260 268 0.3 200 266 260 260 270 350 266 262 258 262 420 266 258 268 5016 255 266 266 259 266 1378 1620 264.60 264.92 264.92 264.92 264.92 264.92 264.92 264.92 264. 74 266.60 40 100 1285 1548 1575 1905 200 1015 1245 1280 1425 300 1215 1420 1525 1555 300 1290 1414 1550 220 1025 1065 1511 1620 264.62 264.10 262.72 257.60 254.96 262.72 254. 73 262.72 262.72 264.74 266.14 40 100 264 254.80 262 268 200 264 258 262 300 264 264 257 264 350 264 260 270 230 264 266 259 268 1432 1294 1314.9 1316.1 1329 1340 1342 1354 1367 1432 264.92 1515 1549 1585 1945 1075 1250 1290 1330 1440 1526 1620 1360 1415 1680 1030 1410 1546 1695 265.53 264. 78 264.92 264.92 264.92 264.92 264.92 264.92 264.92 265. 15 264.92 262 254.80 264 270 264 256 264 262 264 257 266 262 262 262 264 260 270 PAGE 1492 262.94 262.72 262.72 254. 73 262.72 254.96 257.60 262.72 264.62 1532 1559 1605 1965 1110 1251 1305 1345 1505 1539 1630 1365 1425 1040 1475 1547 1770 2 X1 GR GR GR NC X1 GR GR GR X1 GR GR GR QT X1 GR GR GR GR NC 05JUN97 0.44 270 260 268 0.51 272 262 266 0.55 272 262 266 4 0.63 276 266 266 272 07:41 :30 12 1000 1440 1620 0.065 14 790 1230 1355 14 1000 1310 1365 3262 18 1000 1505 1550 1850 1375 268 260 270 1210 270 262 268 1290 270 261 268 3918 1495 274 264 268 274 1490 1375 1470 1660 1355 1000 1280 1540 1380 1215 1311 1380 4379 1565 1180 1510 1555 1860 0.3 350 266 262 300 268 260.75 270 160 268 261 270 4936 450 272 262 270 276 0.5 BEE CREEK AT F.M. 2818 BY RIO GRANDE TRIB. B THREE 8 1 X9' RCB AT RIVER STATION 0.66 X1 0.66 17 1456 1716 220 GR 275. 19 GR 271.77 GR 272.49 GR 277. 19 X1 0.68 X3 10 GR 280 GR 270.54 GR 264. 10 GR 264. 10 GR 269.68 GR 274.82 NC X1 BT BT BT BT BT BT BT BT BT 0.681 -27 1000 1456 1716 2189 28 740 1371 1612.7 1620.5 1637 2052 1000 1308 1591 1612.7 1613.6 1621.2 1630.3 1866 2052 274.37 268.67 273.25 281.31 1603.8 276.43 271.77 264. 10 264. 10 272.49 277. 19 0.014 276.43 276.60 276.86 276.86 276.86 276.86 276.86 278.88 280.83 1150 1591 1866 2327 1630.2 1000 1456 1612.8 1621.2 1716 2189 276.43 272.53 268.67 272.10 272.10 264.10 269.68 273 .25 274.82 272.16 264.03 273.98 100 274.37 268.67 264. 10 264. 10 273.25 282.60 1150 1371 1603.7 1612.8 1620.4 1621.3 1637 2005 2189 300 1405 1480 380 1210 1281 1585 220 1290 1349 1425 400 1330 1515 1565 1875 60 1262 1610 2005 100 1150 1591 1613.5 1621.3 1866 2327 276.50 276.70 276.86 276.86 276.86 276.86 276.86 279.20 28 1 .30 350 264 264 345 266 260.75 272 200 266 262 272 450 270 262 270 140 272.53 264.37 275.91 100 272.16 268.67 264.10 264.10 273.98 1 274.37 270.54 268.67 264. 10 272. 10 272. 10 269.68 273.98 277. 19 1420 1490 1215 1294 1630 1297 1350 1605 1495 1530 1650 1308 1623 2023 276.86 1262 1603.7 1613.6 1630.2 2005 1262 1456 1603.8 1613.5 1620.5 1630.2 1716 2023 2327 262 266 264 264 264 264 268 264 270 270.54 269.68 274.82 276.86 272.53 264.10 264.10 269.68 275.91 276.56 276.80 276.86 276.86 276.86 276.86 297.70 280.76 282.60 PAGE 1427 1545 1220 1295 1300 1360 1500 1542 1760 1371 1637 2052 1308 1603.8 1620.4 1630.3 2023 272. 16 271.77 272.10 264.10 264.10 272.10 272.49 275.91 282.60 3 X1 X2 NC X1 X3 X1 05JUN97 0.69 0.691 10 0. 71 GR 282 GR 271. 15 GR 269.81 GR 270 .68 GR 273.30 NC X1 GR GR GR GR GR GR GR GR 0.07 0.73 282 276 274 272 270 263.8 272 282 NC 0.075 X1 0.80 GR 282 GR 272 GR 263.90 GR 270 X1 0.87 GR 282 GR 268 GR QT X1 GR GR GR GR X1 GR GR GR GR 272 4 0.96 282 270 266 276 1.03 282 270 270 282 07:41:30 23 10 1423 1593 1715 2209 0.07 36 975 1170 1365 1690 1975 2054 2130 2630 0.075 20 100 1670 1866 1895 14 835 1210 1295 3203 18 900 1215 1265 1360 16 970 1180 1230 1465 0.04 1529 276.05 273. 77 265.00 269.85 275. 73 0.045 1975 280 276 274 272 268 264 274 1815 276 270 263.90 272 1190 276 266 274 3850 1215 278 268 268 278 1180 278 268 272 2015 1000 1443 1606 1771 2344 0. 1 2105 1000 1190 1375 1770 2010 2055 2155 1895 1000 1815 1874 1925 1275 1000 1220 1410 4306 1285 1000 1232 1270 1425 1230 1000 1185 1240 70 100 275.91 273.60 263.71 269 .92 282 0.3 75 278 276 274 272 266 266 276 275 274 268 264 274 350 274 266 276 4855 430 276 266 270 282 375 276 266 274 70 100 1133 1460 1620 1834 2692 180 1025 1290 1460 1810 2035 2060 2450 500 1400 1820 1875 1955 350 1055 1245 1445 460 1050 1245 1285 1555 375 1015 1192 1290 70 100 273. 72 271.22 263.97 270. 73 100 278 276 274 270 264 268 278 400 274 266 266 276 350 272 268 282 450 274 265 272 375 274 266 276 276.86 1234 1480 1634 1898 1070 1310 1500 1835 2040 2070 2490 1440 1855 1880 2010 1100 1265 1550 1125 1246 1300 1100 1210 1345 276.86 272.61 271.51 268.98 271.26 278 276 274 270 263.8 270 280 274 264 268 282 270 270 272 265 274 272 268 278 PAGE 1398 1529 1647 2015 1155 1350 1645 1920 2041 2105 2560 1500 1865 1885 2100 1190 1275 1185 1264 1325 1135 1215 1385 4 NC 05JUN97 07:41:30 0.3 BEE CREEK CROSSING WELCH AVE. TRIB. B 0.5 WELCH STRUCTURE 00\.INSTREAM BRIDGE AT RIVER STATION 1.031 X1 1.031 13 1152 1218 10 10 GR 282 960 280.21 1000 276.98 GR 266.31 1179 266.31 1182 268.31 GR 278.58 X1 X3 1.04 10 GR 282 GR 266.30 GR 266.30 GR 272.88 GR 282 X1 1.041 BT BT BT BT BT BT X1 X2 -18 1.05 X1 1.051 X3 10 X1 1.052 GR 282 GR 275 .44 GR 274.20 NC 1388 21 960 1162.5 1186.9 1200.6 1500 1000 1162.4 1174.5 1186.9 1188.6 1218 14 950 1198 1290 279.68 1162. 5 280.21 266.30 266.30 272.88 280.21 276.86 276.86 276.86 276.86 276.86 1198 281.10 272.19 275.65 1485 1200.5 1000 1174.4 1187 1218 280.21 271.66 266.30 276.03 276.03 272.88 1290 1000 1206 1342 0.1 282 40 276.98 266.30 266.30 276.21 1073 1162.5 1176 1187 1200.5 1269 47 25 280.46 269.34 278. 78 0.3 1073 1196 1500 40 1073 1174.5 1188.5 1269 279.07 276.86 276.86 276.86 276.86 276.86 47 25 1037 1228 1525 RIVER STATION 1.055 IS THE PRIOR DOWNSTREAM SECTION TO JUNCTION OF THE SOUTH FORK OF TRIB. B X1 GR GR GR GR NC X1 GR GR GR GR 1.055 16 1125 1265 282 270 270 282 0.06 1. 11 282 272 272 282 750 1160 1225 1380 16 895 1125 1160 1500 278 268 272 1105 280 270 274 1000 1165 1245 1170 1000 1130 1170 25 276 267.40 274 200 278 268.5 276 25 1125 1210 1265 500 1105 1131 1190 10 273.95 272.88 40 273.95 266.3 0 266.30 278.58 276.98 276.03 266.30 266.30 276.03 276.21 47 25 280.98 267.23 282 25 274 267.40 276 300 276 268.5 278 1152 1218 276.86 1152 1176 1188.6 1388 1152 1174.4 1176.1 1188.5 1200.6 1388 276.86 1048 1236 1713 1140 1215 1310 1115 1149 1320 269.77 276.21 276.86 271.66 266.30 266.30 279.68 276.86 276.86 276.86 276.86 276.86 278.58 276.86 278.35 267.23 272 268 278 274 270 280 PAGE 1171 1269 1162.4 1176. 1 1200.5 1485 273.95 276.03 276.03 266.30 272.88 278.58 1128 1241 1145 1220 1340 1120 1150 1410 5 X1 GR GR GR GR NC 05JUN97 1.13 282 274 270 280 07:41:30 17 990 1125 1155 1320 1125 280 272 272 282 1180 1000 1132 1158 1425 0.3 BEE CREEK CROSSING F.M. 2818 TRIB. B 100 276 270 274 0.5 STRUCTURE TWO 6'X7' RCB AT RIVER STATION 1.15 X1 GR GR GR GR 1.15 17 1826 2252 100 QT X1 X3 282 279.61 276.16 281.88 4 1.17 10 GR 282 GR 279.61 GR 271.44 GR 270.56 GR 281.88 NC X1 1.171 BT ·21 BT BT BT BT BT BT X1 X2 NC X1 X3 1.19 1.191 10 X1 1.21 GR 284 GR 278.21 GR 279 .38 GR 272.28 GR 281.48 990 1750 1959 2252 1263 22 800 1750 1989.5 1997.5 2252 1000 1597 1786 1989.5 1996.6 2004.4 2087 23 900 1379 1799 1946 2203 277.83 277.82 271.05 284.20 1519 1989.6 277.83 277.82 270.56 270.56 284.20 0.014 277.83 280.83 282.35 283.65 283.65 283.65 283.65 0.045 1906 275.28 277. 75 279.86 269. 19 282.96 1000 1776 1992 2339 1702 2004.5 1000 1776 1989.6 2004.4 2339 277.83 279.94 278.83 271.44 270.56 276.56 277.32 2028 1000 1452 1822 1952 2339 278.45 278.83 270.08 1921 100 278.45 278.83 270.56 270.47 1192 1750 1805 1989.6 1997.4 2004.5 2252 129 100 276.33 278.10 279.82 269.19 284 100 1025 1140 1160 100 1192 1786 2002 100 1192 1786 1996.5 2004.5 1 279.13 282.06 282.50 283.65 283.65 283.65 284.20 129 100 1115 1623 1846 1956 2500 100 274 269 276 100 279.36 279.44 273.18 100 279.36 279.44 270.56 273.18 278.45 279.61 279.44 276.56 270.56 270.47 281.88 129 1 10 0 276.61 279.72 279.97 274. 74 1045 1141 1180 1392 1805 2022 283.65 1392 1805 1996.6 2022 1392 1776 1826 1996.5 1997.5 2022 2339 283.65 1220 1743 1852 1972 274 269 278 279.94 279.03 277 .32 283.65 279.94 279.03 270.56 277.32 279.97 282.27 282.67 283.65 283.65 283.65 284.20 283.65 277.10 279. 51 276.64 277.88 PAGE 1065 1154 1215 1597 1826 2087 1597 1826 1997.4 2087 279.36 277.82 279.03 276.56 276.56 273.18 284.20 1349 1774 1906 2028 6 NC X1 GR GR GR X1 GR GR GR X1 GR GR GR X1 GR GR GR X1 GR GR GR X1 GR GR GR X1 GR GR X1 GR GR GR GR 05JUN97 0.08 1. 211 284 272 276 1.25 284 274 282 1.30 285 274.5 282 1.34 286 275 282 1.40 286 276 284 1.49 286 277 284 1.59 286 278 1.65 290 280 280 290 NC 0 .07 X1 1.80 GR 290 GR 280.50 GR 288 X1 1.85 GR 290 GR 281 GR 288 07:41:30 0.08 15 975 1155 1225 12 945 1420 1630 12 955 1241 1350 12 660 1291 1410 12 955 1206 1315 12 755 1301 1445 10 1000 1320 16 1000 2144 2365 2840 0.07 12 1000 1231 1640 12 1000 1331 1565 0.05 1125 282 271 278 1385 282 274 284 1240 282 274.5 285 1250 282 275 286 1075 284 276 286 1275 284 277 286 1165 284 280 2125 288 282 282 0.045 1220 288 280.50 290 1295 288 281 290 0.1 1195 1000 1170 1290 1490 1000 1449 1685 1310 1000 1264 1380 1375 1000 1309 1480 1265 1000 1249 1350 1390 1000 1329 1465 1375 1150 1340 2430 1975 2145 2395 1265 1150 1254 1690 1430 1295 1354 1670 0.3 10 278 271 280 190 280 276 325 280 276 250 280 276 300 282 278 250 282 278 350 282 282 360 286 282 284 360 286 282 250 286 282 10 1050 1180 1390 190 1055 1450 125 1030 1265 250 1170 1310 225 1045 1250 350 1245 1330 450 1165 1375 200 2035 2165 2430 360 1220 1255 300 1310 1355 10 276 272 282 190 278 278 250 278 278 250 278 278 310 280 280 475 280 280 510 280 284 300 284 282 286 800 284 284 300 284 284 1125 1185 1435 1275 1490 1095 1310 1250 1320 1075 1265 1275 1390 1190 1430 2125 2210 2460 1225 1265 1320 1390 274 274 284 276 280 276 280 276 280 278 282 278 282 278 286 280 280 288 282 286 282 286 PAGE 1145 1195 1480 1385 1575 1240 1330 1290 1375 1205 1280 1300 1425 1200 1590 2126 2340 2710 1230 1560 1330 1430 7 05JUN97 07:41:30 PAGE 8 X1 1 .99 14 1530 1610 350 550 700 GR 290 1000 288 1200 288 1300 288 1490 286 1530 GR 284 1555 282 1560 281.5 1561 281.5 1566 282 1567 GR 284 1575 286 1610 288 1640 290 1695 X1 2. 11 12 1750 1795 250 350 650 GR 292 1000 290 1470 288 1645 286 1750 284 1760 GR 282.50 1761 282.50 1769 284 1770 286 1775 288 1795 GR 290 1850 292 1945 QT 4 630 760 851 960 NC 0.3 0.5 BEE CREEK TRIS. B CROSSING CHRISTIE LN. STRUCTURE BRIDGE WITH 6'X10' OPENING AT RIVER STATION 2.20 X1 2.20 10 1480 1570 300 450 500 GR 292 1000 290 1480 288 1505 286 1535 283 1536 GR 283 1559 286 1560 288 1570 290 1675 292 1810 X1 2.21 12 1541. 9 1552.1 50 50 50 X3 10 290 290 GR 292 1000 290 1480 288 1505 286 1535 283 1541.9 GR 283 1542 283 1552 283 1552.1 286 1560 288 1570 GR 290 1675 292 1818 X1 2.211 BT -10 1480 290 290 1505 290 288 1535 290 286 BT 1541. 9 290 283 1542 290 289 1552 290 289 BT 1552. 1 290 283 1560 290 286 1570 290 288 BT 1675 290 290 X1 2.22 50 50 50 X2 X1 2.221 X3 10 290 290 NC 0.075 0.075 0. 1 0.3 X1 2.23 12 1635 1830 50 50 50 GR 294 1000 292 1415 290 1635 288 1760 286 1765 GR 284 1766 284 1774 286 1775 288 1790 290 1830 GR 292 1965 294 2110 RIVER STATION 2.27 IS THE PRIOR 00\.INSTREAM SECTION TO THE JUNCTION OF DRAW A X1 2.27 18 1330 1485 200 110 200 GR 292 1000 292 1185 290 1205 290 1275 292 1280 GR 294 1295 294 1310 292 1320 290 1330 288 1385 GR 286 1420 284 1421 284 1469 286 1470 288 1475 GR 290 1485 292 1590 294 1745 05JUN97 07:41:30 PAGE 9 NC 0.07 0.07 X1 2.34 14 1295 1395 250 450 375 GR 294 1000 292 1245 290 1295 288 1335 286 1350 GR 285 1351 285 1369 286 1370 288 1385 290 1395 GR 292 1405 292 1420 292 1575 294 1770 NC 0.3 0.5 BEE CREEK TRIB. B CROSSING SOUTHWEST PKWY STRUCTURE 2 -6' DIA. CMP AT RIVER STATION 2.46 X1 2.46 8 1120 1280 400 350 610 GR 296 1000 294 1120 292 1245 290 1246 290 1269 GR 292 1270 294 1280 296 1555 X1 2.47 22 1250.5 1263.5 50 50 50 X3 10 296.90 296.90 GR 298 880 296 1000 294 1120 292 1245 293 1250.5 GR 291 .50 1250.9 290.40 1252 290 1253.5 290.40 1255 291.50 1256. 1 GR 293 1256.5 293 1257.5 290.40 1257.9 291.50 1259 290 1260.5 GR 291.50 1262 290.40 1263. 1 293 1263.5 292 1270 294 1280 GR 296 1555 298 1830 NC 0.020 X1 2 .471 1 BT -20 1000 296 296 1120 296.45 294 1245 296.90 292 BT 1250.5 296.90 293 1250.9 296.90 294.50 1252 296.90 295.60 BT 1253.5 296.90 296 1255 296.90 295.60 1256.1 296.90 294.50 BT 1256.5 296.90 293 1257. 5 296.90 293 1257 .9 296.90 295.60 BT 1259 296.90 294.50 1260.5 296.90 296 1262 296.90 294.50 BT 1263 . 1 296.90 295.60 1263.5 296.90 293 1270 296.90 292 BT 1280 296.90 294 1555 296 296 X1 2 .48 60 60 60 X2 NC 0.045 X1 2.481 X3 10 296.90 296.90 NC 0 .075 0 .075 o. 1 0 .3 X1 2.49 11 1595 1785 50 50 50 GR 298 1000 296 1505 294 1595 292 1625 290.5 1626 GR 290.5 1684 292 1710 292 1725 294 1785 296 1810 GR 298 2305 X1 2.56 8 1055 1120 350 400 400 GR 298 1000 296 1055 294 1070 292 107 1 292 1089 GR 294 1090 296 1120 298 1425 X1 GR GR X1 GR GR X1 05JUN97 2.63 300 296 2.72 302 295 2 .78 GR 304 GR 295.75 NC QT X1 GR GR X1 GR GR X1 GR GR NC X1 X3 GR GR GR NC SC X1 X2 X3 BT BT BT GR GR GR GR NC X1 GR GR GR GR .050 4 2.81 303 300 2.88 304 300 2.90 306 298 2.91 10 308 299.2 308 .04 4.012 2.92 10 -8 308 302 301 306 .070 2.93 308 303 301 305 07:41:30 8 1000 1305 10 1000 1189 10 1000 1354 .050 498 9 0 135 9 0 120 10 0 410 11 0 430 920 .04 .5 17 0 450 880 0 400 465 850 .070 19 0 295 430 690 1205 298 298 1080 300 296 1275 302 298 .030 619 80 302 302 70 302 301 370 304 302 405 306 300 .02 3 400 2 308 303.5 306 306 301 302 308 .055 355 307 302 302 306 1440 1205 1440 1225 1080 1190 1375 1225 1355 .1 706 135 50 145 120 60 145 420 120 420 .3 580 160 440 0 520 160 415 520 930 455 65 355 455 730 300 296 300 500 298 298 300 300 300 .3 811 80 300 302 370 300 302 100 304 302 .5 60 304 302 3 50 302.9 130 610 950 305 300 303 50 306 301 302 307 300 1275 1540 410 1150 1205 300 1275 1375 160 80 180 330 70 180 100 360 630 60 320 580 6 50 306 302.9 308 230 425 655 100 145 365 620 840 325 294 500 296 300 300 298 302 150 296 303 350 297.6 304 100 302 304 60 302 304 65 50 304 299.8 304 50 305 301 303 308 1276 1165 1225 1320 1410 95 181 85 181 370 710 303.5 405 670 11.2 303.5 310 780 290 435 670 220 395 655 910 294 295 302 295.75 304 296 297.6 298 306 302.9 300 306 299.2 302.9 304 304 303 300 305 304 300.2 304 PAGE 10 1304 1166 1540 1321 1695 115 105 390 850 415 800 298.8 375 455 740 265 410 665 05JUN97 07:41:30 PAGE 11 NC .1 .3 X1 2.94 20 320 445 50 50 50 GR 308 0 307 70 306 160 305 205 304 270 GR 303 295 302 320 301 385 300.8 395 301 405 GR 302 445 303 465 303 500 302 560 303 625 GR 304 650 305 730 306 750 307 800 308 880 X1 2.97 15 225 350 150 160 180 GR 308 0 307 55 306 120 305 160 304 225 GR 303 245 302 260 301.5 265 302 275 303 290 GR 304 350 305 380 306 435 307 535 308 590 X1 3.01 14 235 340 180 180 180 GR 308 0 307 80 306 205 305 235 304 240 GR 303 245 302 255 303 265 304 290 304 320 GR 305 340 306 350 307 390 308 575 X1 3.03 11 200 280 160 120 140 GR 309 0 308 100 307 200 306 210 305 215 GR 304 225 305 245 306 260 307 280 308 520 GR 309 580 05JUN97 07:41:30 PAGE 12 T1 HYDRAULIC ANALYSIS OF BEE CREEK TRIB. "B"(Sl.IMP HYDRAULIC DATA) T2 PROFILE EXTENSION TO PROPERTY LINE -25 YEAR STORM FUTURE CONDITION T3 llAYNE SMITH LITTLE LEAGUE PARK J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q llSEL FQ 0 3 0 0 0 0 0 0 262.98 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 1811 CHNIM !TRACE 2 0 -1 0 0 0 0 0 0 0 PAGE 13 05JUN97 07:41:30 T1 HYDRAULIC ANALYSIS OF BEE CREEK TRIS. "B"(SllMP HYDRAULIC DATA) T2 PROFILE EXTENSION TO PROPERTY LINE 50 YEAR STORM FUTURE CONDITION T3 WAYNE SMITH LITTLE LEAGUE PARK J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 0 263.28 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW CHNIM !TRACE 3 0 -1 0 0 0 0 0 0 0 05JUN97 07:41 :30 PAGE 14 T1 HYDRAULIC ANALYSIS OF BEE CREEK TR I B. 11 811 ( SllMP HYDRAULIC DATA) T2 PROFILE EXTENSION TO PROPERTY LINE -100 YEAR STORM FUTURE CONDITION T3 WAYNE SMITH LITTLE LEAGUE PARK J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 263.69 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW CHNIM !TRACE 15 0 -1 0 0 0 0 0 0 0 05JUN97 07:41:30 PAGE 15 THIS RUN EXECUTED 05JUN97 07:41:53 ************************************ 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 AYNE SMITH LITTLE LEAGUE SUMMARY PRINTOUT TABLE 150 * * * * * * * * * * * * * * * * * * * * SECNO 0.070 0.070 0.070 0.070 0.130 0.130 0.130 0.130 0.150 0.150 0.150 0.150 0. 151 0.151 0.151 0. 151 0.154 0.154 0.154 0.154 0 .155 0.155 0.155 0. 155 0 . 170 0.170 0.170 0.170 XLCH 0.00 0.00 0.00 0.00 300.00 300.00 300.00 300.00 100.00 100.00 100 .00 100.00 1.00 1.00 1.00 1.00 40.00 40.00 40.00 40.00 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 ELTRD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 264.60 264.60 264.60 264.60 264.60 264.60 264.60 264.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 262.72 262.72 262.72 262.72 262.72 262.72 262.72 262.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELM IN Q 254.00 3759.00 254.00 4513.00 254.00 5040.00 254.00 5678.00 254.50 3759.00 254.50 4513.00 254.50 5040.00 254.50 5678.00 254.72 254. 72 254.72 254.72 3759.00 4513.00 5040.00 5678.00 254.72 3759.00 254.72 4513.00 254.72 5040.00 254.72 5678.00 254.72 3759.00 254.72 254.72 254.72 254.72 254.72 254 .72 254. 72 4513.00 5040.00 5678.00 3759.00 4513.00 5040.00 5678.00 254.80 3759.00 254.80 4513.00 254.80 5040.00 254.80 5678.00 CWSEL 263.12 263.44 263.70 263.96 265.17 265 .59 265.81 266.08 265.27 265.68 265.89 266.14 264.63 264.68 264.59 264.42 267.51 268.61 269.40 270.44 267.48 268.57 269.36 270.41 267.63 268 .72 269.49 270.51 CRIWS 263. 12 263.44 263.70 263.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 262.25 262.72 262.72 262.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 EG 264.25 264.64 264.87 265.14 265.61 266.10 266.37 266.68 265.98 266.54 266.87 267.24 10*KS 100.02 103.26 99.10 98.08 20.32 22.42 24.39 26.15 27.44 31.88 35.52 39.20 266.63 494 .87 267. 57 713. 24 268.19 889.62 268.99 1129. 11 267.68 55.15 268. 71 269.47 270.49 267. 71 268.75 269.51 270.52 267.81 268 .84 269.58 270. 57 27.77 18 .15 11.08 7.96 6.19 5.03 3 .81 9 .14 6.05 4.55 3 .12 VCH 9.20 9.75 9.86 10.11 AREA .01K 634. 26 375 .86 763.48 444.11 876.43 506.29 994.26 573.33 5.86 979.33 833.95 6.37 1160.23 953.07 6.76 1264.05 1020.57 7. 14 1399.94 1110.40 6.91 7.70 8.26 8.85 658.76 769.45 835.25 924.92 717.63 799.27 845.61 906.86 11 . 36 331 . 08 168 . 98 13.64 331 .39 168.99 15.23 331.02 168.98 17. 16 331 .02 168.98 4.03 1261.08 506.19 3. 12 2.67 2.23 4.37 4. 12 3.88 3.57 1896 .85 856.40 2379.65 1183.17 3026.63 1706.06 1533.22 1331.97 2157.73 1813.93 2647. 10 2246.28 3295.54 2909.55 4.35 1880.50 1243.05 3.80 2743.09 1834.23 3.45 3426.71 2362.07 3 .02 4409.13 3213 .69 * * * * * * * * * * * * * * * * * * * * 05JUN97 SEC NO 0.210 0.210 0.210 0.210 0.270 0.270 0.270 0.270 0.330 0.330 0.330 0.330 0.380 0.380 0.380 0.380 0.440 0.440 0.440 0.440 0.510 0.510 0.510 0.510 0.550 0.550 0.550 0.550 0.630 0.630 0.630 0.630 0.660 0.660 0.660 0.660 0.680 0.680 0.680 0.680 07:41:30 XLCH 200.00 200.00 200.00 200.00 300.00 300.00 300.00 300.00 350.00 350.00 350.00 350.00 230.00 230.00 230.00 230.00 350.00 350.00 350.00 350.00 345.00 345.00 345.00 345.00 200.00 200.00 200.00 200.00 450.00 450.00 450.00 450.00 140.00 140.00 140.00 140.00 100.00 100.00 100.00 100.00 ELTRD 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 ELLC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELM IN Q 256.00 3759.00 256.00 4513.00 256.00 5040.00 256.00 5678.00 257.00 3759.00 257.00 4513 .00 257.00 5040.00 257.00 5678.00 258.00 258.00 258.00 258.00 259.00 259.00 259.00 259.00 3759.00 4513.00 5040.00 5678.00 3320.00 3986.00 4451.00 5016.00 260.00 3320.00 260.00 3986.00 260.00 4451.00 260.00 5016.00 260 .75 3320.00 260.75 3986.00 260.75 4451.00 260.75 5016.00 261.00 3320.00 261.00 3986.00 261.00 4451.00 261.00 5016.00 262.00 262.00 262.00 262.00 264.03 264.03 264.03 264.03 3262.00 3918.00 4379.00 4936.00 3262.00 3918.00 4379.00 4936.00 264.10 3262.00 264. 10 3918.00 264. 10 4379.00 264.10 4936.00 CllSEL 267.84 268.83 269.57 270.56 268.14 269.09 269.79 270. 74 268.28 269.20 269.89 270.82 268.64 269.48 270. 12 270.99 268.71 269.52 270. 15 271.02 269.19 269.93 270.48 271.25 269.17 269.82 270.33 271.09 270. 52 271.16 271.58 272.12 272.07 272.47 272.69 272.96 271.89 272.88 273.56 274.37 CRillS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 268.83 270.56 0.00 0.00 0.00 0.00 0.00 0.00 271.89 272.88 273.56 274.37 EG 267.99 268.97 269.69 270.67 268.21 269.15 269.84 270. 78 268.54 269.41 270.06 270.95 268.71 269.54 270.17 271.03 268.96 269.76 270.35 271.16 269.35 270.07 270.61 271.36 269.76 270.48 270.98 271.67 271.51 272.04 272.37 272. 77 272.45 272.84 273.07 273.34 275.80 277.32 278.33 279. 52 10*KS 8.80 7.09 6.05 4.88 4.86 3.87 3.25 2.54 13.32 10.32 8.36 6.11 3.16 2.58 2.19 1. 73 14.04 11.26 9.03 6.30 8.49 7.15 6.06 4.65 27.16 26.64 24. 70 20.08 51.51 43.65 37.94 30.48 55.83 48.64 45.36 41.63 118.06 114.34 111.29 107.63 PAGE 16 VCH AREA .01K 3.92 1671.01 1267.10 3.80 2088.48 1695.01 3.69 2403.63 2048.64 3.52 2832.69 2570.75 3.03 2528.60 1705.99 2.90 3233.62 2294.58 2.78 3768.66 2797.43 2.60 4504.22 3565.65 4.76 1376.58 1029.93 4.50 1886.87 1404.83 4.25 2321.83 1743.12 3.86 2954.75 2297.10 2.61 2448.52 1869.03 2.52 3080.17 2482.35 2.44 3577.26 3006.25 2.29 4269.48 3815.53 4.36 1026.82 886.16 4.27 1416.01 1187.72 4.07 1805.28 1481.52 3.68 2377.46 1998.10 3.40 1325.79 1139.1 1 3.38 1714.96 1490.57 3.29 2051.07 1807 .98 3.09 2584.95 2326.25 6.20 6.58 571.38 637.09 688.40 772.23 6.66 805.07 895.55 6.43 1069.95 1119.50 8.13 8.04 7.83 7.40 5.04 5.06 5.14 5.22 15.86 16.91 17.53 18.21 507.42 454.50 739.95 593.03 926.26 710 .94 1197 . 94 894 . 11 726.36 436.55 891.76 561.75 1002.47 650.16 1148.19 765.06 205.64 300.22 231.75 366.40 249. 77 415.10 271.08 475.79 26MAY97 09:04:38 PAGE 38 llARNING SECNO= 2.920 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 2.930 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE UARNING SECNO= 2.930 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 2.930 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 2.930 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE SEC NO= 2.970 PROFILE= CRITICAL DEPTH ASSUMED SEC NO= 2.970 PROFILE= MINIMUM SPECIFIC ENERGY SEC NO= 2.970 PROFILE= 2 CRITICAL DEPTH ASSUMED SEC NO= 2.970 PROFILE= 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 2.970 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.970 PROFILE= 3 MINIMUM SPECIFIC ENERGY SEC NO= 2.970 PROFILE= 4 CRITICAL DEPTH ASSUMED SECNO= 2.970 PROFILE= 4 MINIMUM SPECIFIC ENERGY SECNO= 3.010 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 3.010 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE SECNO= 3.010 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE SEC NO= 3.010 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 3.030 PROFILE= CRITICAL DEPTH ASSUMED CAUTION SECNO= 3.030 PROFILE= PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 3.030 PROFILE= 20 TRIALS ATTEMPTED TO BALANCE llSEL CAUTION SECNO= 3.030 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 3.030 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 3.030 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE llSEL AUTION SECNO= 3.030 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 3.030 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY SECNO= 3.030 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE llSEL SECNO= 3.030 PROFILE= 4 CRITICAL DEPTH ASSUMED ~AUTION SECNO= 3.030 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY AUTION SECNO= 3.030 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE llSEL * * * * * * * * * * * * * * * * * * * * * * * * 05JUN97 SEC NO 0.681 0.681 0.681 0.681 0.690 0.690 0.690 0.690 0.691 0.691 0.691 0.691 o. 710 0.710 0.710 0.710 0.730 0.730 0.730 0.730 0.800 0.800 0.800 0.800 0.870 0.870 0.870 0.870 0.960 0.960 0.960 0.960 1.030 1.030 1.030 1.030 1.031 1.031 1.031 1.031 07:41 :30 XLCH 1.00 1.00 1.00 1.00 70.00 70.00 70.00 70.00 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 400.00 400.00 400.00 400.00 350.00 350.00 350.00 350.00 450.00 450.00 450.00 450.00 375.00 375.00 375.00 375.00 10.00 10.00 10.00 10.00 ELTRD 276.43 276.43 276.43 276.43 276.43 276.43 276.43 276.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 272.10 272.10 272.10 272.10 272.10 272. 10 272. 10 272. 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o,oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELM IN 264. 10 264.10 264.10 264. 10 Q 3262.00 3918.00 4379.00 4936.00 264. 10 3262.00 264. 10 3918.00 264. 10 4379.00 264. 10 4936.00 264.10 3262.00 264.10 264.10 264. 10 263.71 263.71 263. 71 263.71 263.80 263.80 263.80 263.80 3918.00 4379.00 4936.00 3262.00 3918.00 4379.00 4936.00 3262.00 3918.00 4379.00 4936.00 263.90 3262.00 263.90 3918.00 263.90 4379.00 263.90 4936.00 266.00 3262.00 266.00 3918.00 266.00 4379.00 266.00 4936.00 265.00 265.00 265.00 265.00 266.00 266.00 266.00 266.00 3203.00 3850.00 4306.00 4855.00 3203.00 3850.00 4306.00 4855.00 266.31 3203.00 266.31 3850.00 266.31 4306.00 266.31 4855.00 CIJSEL 272.10 272.10 279.49 280.97 272.61 272.84 279.58 281.00 278.06 280. 71 279.82 281.08 278.07 280.71 279.83 281.08 278.07 280.71 279.83 281.08 278.08 280.72 279.84 281.09 278. 10 280.72 279.85 281.09 278.16 280.75 279.90 281.14 278.28 280.80 280.00 281.21 278.20 280.78 279.94 281.18 CRllJS 272. 10 272. 10 278.30 278.44 272. 10 272. 10 0.00 0.00 0.00 272.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EG 276.30 278. 15 279.70 281.04 276.81 278.90 279.77 281.06 278.07 280.71 279.83 281.08 278.07 280.71 279.83 281.09 278.07 280.71 279.83 281.09 278.09 280.72 279.85 281. 10 278. 14 280.74 279.88 281.12 278.24 280.79 279.97 281 .19 278.37 280.85 280.08 281.28 278.46 280.88 280.14 281.32 10*KS 73.38 105.86 9.22 3.34 73.38 105.86 8.47 3.28 0.42 0.17 0.31 0.23 0.14 0.06 0. 11 0.08 0.38 0. 15 0.28 0.21 0.71 0.26 0.50 0.35 1.53 0.75 1 .31 1.04 2.92 1.38 2.43 1.88 3.78 1 .80 3. 12 2.45 11 .56 4.05 7.89 5.27 VCH 16.44 19.75 5.91 3.89 16.44 19.75 PAGE 17 AREA .01K 199.20 380.80 199.20 380.80 2434.88 1442.29 4015. 14 2699.74 199.20 199.20 380.80 380.80 5.70 2526.69 1504.28 3.86 4045.82 2726.59 1.40 6270.00 5014.50 0.99 10112.87 9528.58 1.30 8767.12 7831.51 1.18 10691.75 10305.65 0.57 8274.89 8608.08 0.45 13832.42 15815.37 0.57 11803.29 13110.66 0.54 14757.42 17073.82 0.97 6465.97 5316.57 0.72 10509.79 9956.21 0.93 9122.75 8224.43 0.86 11107.76 10742.06 1.39 5334.52 3883.01 0.98 9475.92 7635.33 1.29 7967.28 6203.11 1. 15 10156.33 8302.37 1.97 2883.02 2636.17 1.60 4453.53 4512.51 2.02 3897.16 3823.80 1.92 4704.73 4831.07 2.72 2.15 2.74 2.56 3. 10 2.45 3.10 2.92 1996.50 1872.86 3311.10 3281.83 2837.06 2759.86 3541.84 3541.13 1921.63 1646.74 2996.96 2871.15 2636.11 2439.50 3185.65 3104.06 4.57 1075. 11 942.04 3.23 2193.76 1912.07 4.28 1781.65 1532.93 3.78 2397.64 2113.97 * * * * * * * * * * * * * * * * * * * * * 05JUN97 SECNO 1 .040 1 .040 1 .040 1 .040 1.041 1.041 1 .041 1 .041 1 .050 1 .050 1.050 1 .050 1 .051 1 .051 1 .051 1 .051 1.052 1 .052 1 .052 1 .052 1.055 1 .055 1 .055 1.055 1. 110 1. 110 1. 110 1. 110 1 .130 1 .130 1. 130 1. 130 1. 150 1. 150 1. 150 1. 150 1. 170 1. 170 1. 170 1 .170 07:41:30 XLCH 40.00 40.00 40.00 40.00 1.00 1.00 1.00 1.00 47.00 47.00 47.00 47.00 1.00 1.00 1.00 1.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 300.00 300.00 300.00 300.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 ELTRD 0.00 0.00 0.00 0.00 276.86 276.86 276.86 276.86 276.86 276.86 276.86 276.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 0.00 0.00 0.00 0.00 276.03 276.03 276.03 276.03 ELMIN Q 266.30 3203.00 266.30 3850.00 266.30 4306.00 266.30 4855.00 266.30 3203.00 266.30 3850.00 266.30 4306.00 266.30 4855.00 CIJSEL 278.21 280.78 279.95 281.18 277.97 280.80 279.93 281 .23 276.03 266.30 3203.00 278.99 276.03 266.30 3850.00 280.91 276.03 266.30 4306.00 280.25 276.03 266.30 4855.00 281.36 0.00 266.30 3203.00 279.22 0.00 266.30 3850.00 280.90 0.00 266.30 4306.00 280.26 0.00 266.30 4855.00 281.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 267.23 267.23 267.23 267.23 3203.00 3850.00 4306.00 4855.00 267.40 3203.00 267.40 3850.00 267.40 4306.00 267.40 4855.00 268.50 3203.00 268.50 3850.00 268.50 4306.00 268.50 4855.00 269.00 3203.00 269.00 3850.00 269.00 4306.00 269.00 4855.00 270.08 3203.00 270.08 3850.00 270.08 4306.00 270.08 4855.00 270.47 1263.00 270.47 1519.00 270.47 1702.00 270.47 1921.00 279.32 280.97 280.37 281.42 279.39 281.00 280.43 281 .46 279.38 281.02 280.46 281.50 279.69 281. 15 280.72 281.65 279.92 281.32 280.97 281 .86 279.35 280.58 279.91 280.66 CRllJS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EG 278.53 280.91 280. 19 281.35 278.77 280.91 280.21 281.36 0.00 279.36 0.00 281.02 0.00 280.46 0.00 281.48 0.00 279.41 0.00 281.02 0.00 280.47 0.00 281 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 279.44 281.05 280.50 281.52 279.46 281.05 280.52 281. 53 279.70 281.20 280.76 281. 71 279.85 281.28 280.90 281.81 279.98 281.35 281. 01 281 .89 280.79 282. 18 282.23 283.19 10*KS 9.01 3.70 6.93 4.88 145.65 21 .97 56.32 25.24 68.55 20.17 43.04 23.01 5.52 3.49 6.00 4.54 5.10 3.02 5. 14 3.81 2.44 1. 72 2. 74 2.25 17 .81 8.63 15.58 10. 18 10.54 6.63 10.51 8. 16 8.55 2. 71 4. 74 2.69 47 .10 44.02 69.61 68.72 PAGE 18 VCH AREA .01K 5. 17 1128.32 1066.86 3.78 2245.18 2001.10 4.97 1834.64 1635.51 4.41 2451.11 2198.64 7.54 535.27 265.40 3.45 1646.92 821.31 5.28 1217.98 573.76 3.78 1865.55 966.33 5.51 828.46 386.87 3.33 1702.79 857.27 4.69 1371.83 656.34 3.64 1931.43 1012.22 4.27 1495.47 1363.33 3.69 2308.97 2061.41 4 .69 1978.51 1758.24 4.29 2533.09 2279.52 3. 12 2.70 3.38 3. 12 1606.34 1418.21 2493.27 2214.72 2141.33 1899.55 2798.33 2486.89 2 .22 1904.54 2050.02 2.08 2708.04 2939.43 2.53 2405.49 2602.51 2.45 2971.80 3235.72 5.13 972.05 758.91 4.08 1679.62 1310.43 5.26 1407.38 1090.80 4.59 1934.73 1521.75 3.95 1169.51 986.38 3.53 1673.75 1495.53 4.30 1510.26 1327.98 4.06 1870.98 1699.98 2.17 1902.09 1095.55 1.43 3609.83 2338.79 1.83 3179.63 1977.59 1.50 4285.39 2961.75 9.64 10.17 12.21 12.77 131.02 184.04 149.35 228.94 139.36 204.00 150.44 231.73 * * * * * * * * * * * * * * * * * * * * * 05JUN97 SECNO 1.171 1. 171 1.171 1. 171 1.190 1. 190 1.190 1. 190 1.191 1.191 1.191 1. 191 1.210 1.210 1.210 1 .210 1.211 1.211 1. 211 1 .211 1.250 1 .250 1.250 1.250 1.300 1.300 1.300 1 .300 1.340 1.340 1 .340 1.340 1.400 1.400 1.400 1 .400 1.490 1.490 1.490 1.490 07:41:30 XLCH 1.00 1.00 1.00 1.00 129.00 129.00 129.00 129.00 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 10.00 10.00 10.00 10.00 190.00 190.00 190.00 190.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250 .00 310.00 310.00 310.00 310.00 475.00 475.00 475.00 475.00 ELTRD 277.83 277.83 277.83 277.83 277.83 277.83 277.83 277.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 276.56 276.56 276.56 276.56 276.56 276.56 276.56 276.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELM IN 270.47 270.47 270.47 270.47 270.47 270.47 270.47 270.47 270.47 270.47 270.47 270.47 269. 19 269.19 269.19 Q 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702 .00 1921. 00 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 269.19 1921.00 271.00 1263.00 271.00 1519.00 271.00 1702.00 271.00 1921.00 274.00 274.00 274.00 274. 00 274.50 274.50 274.50 274.50 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1921.00 275.00 1263.00 275.00 1519.00 275.00 1702.00 275.00 1921.00 276.00 1263.00 276.00 1519.00 276.00 1702.00 276.00 1921.00 277.00 277.00 277.00 277.00 1263.00 1519.00 1702. 00 1921.00 CWSEL 279.07 282.65 282.91 283.94 281. 74 282.67 282.93 283.95 281.26 282.06 282.18 283.95 282.53 283.65 284. 13 283.95 282.52 283.64 284.13 283.95 282.54 283.65 284. 14 283.96 282.56 283.67 284.15 283.98 282.59 283.70 284.18 284.02 282.69 283.75 284.22 284.08 282.89 283.88 284.34 284.25 CRIWS 276.56 0.00 280. 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EG 281.08 282.66 282.92 283.95 281. 76 282.68 282.93 283.95 282 .23 283.28 283.68 283.95 282.53 283.65 284.13 283.95 282.53 283.65 284.13 283.96 282.54 283.66 284. 14 283.97 282.57 283.68 284.16 284.00 282.62 283.71 284. 19 284.04 282.72 283.78 284.25 284.12 282.97 283.93 284.39 284.31 10*KS 62.47 1.04 1.00 0.52 2.03 1.02 0.99 0.51 24.46 27.80 33.71 0.09 0.07 0.05 0.05 0.07 0.53 0.45 0.45 0.62 0.58 0.42 0.40 0.56 1.39 1.04 1.02 1.41 2.82 1.68 1.49 2. 12 3.47 2.32 2. 15 2.99 8.12 5.05 4.34 5.97 VCH 12.50 1.62 1 .58 0.98 2.25 1.60 1.57 0.97 7.92 8.86 9.83 0.56 0.34 0.32 0.33 PAGE 19 AREA .01K 235.84 159.80 2718.58 1487.32 2994.38 1698 .78 4208.90 2668.41 1838.22 886.83 2737.69 1501.73 3008.79 1710.02 4223.34 2680.36 159.47 255.36 171.43 288.09 173.23 293.14 8034.77 6349.74 6197.08 4839.99 7825.22 6704.35 8586.45 7610.73 0.38 8307.02 7272.95 0.98 2231.23 1732.43 0.96 2761.76 2276.82 1.00 2998.33 2532.02 1.16 2911.44 2437.01 0.82 2599.64 1659.23 0.77 3371.93 2353.27 0.78 3725.32 2692.72 0.92 3593.90 2564.29 1.19 1637.04 1072.64 1.15 2058.36 1487 .75 1.18 2250.15 1688.19 1.37 2181.40 1615.58 1.45 1257.55 752.08 1.28 1835.91 1172.53 1.27 2128.03 1394.01 1.49 2030.39 1319.33 1.47 918.47 678.22 1.39 1217.81 996.93 1.41 1367.15 1162.08 1.64 1321 .49 1110.86 2.26 682.45 443. 13 2.04 1041.41 675.75 2.00 1252.78 816.68 2.32 1207.61 786.10 * * * * * * * * * * * * * * * * * * * * * * 05JUN97 SEC NO 1.590 1.590 1.590 1.590 1.650 1.650 1.650 1.650 1.800 1.800 1.800 1.800 1.850 1.850 1.850 1.850 1.990 1.990 1.990 1.990 2.110 2.110 2. 110 2.110 2.200 2.200 2.200 2.200 2.210 2.210 2.210 2.210 2.211 2.211 2.211 2.211 2.220 2.220 2.220 2.220 07:41:30 XLCH 510.00 510.00 510.00 510.00 300.00 300.00 300.00 300.00 800.00 800.00 800.00 800.00 300.00 300.00 300.00 300.00 700.00 700.00 700.00 700.00 650.00 650.00 650.00 650.00 500.00 500.00 500.00 500.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 50.00 50.00 50.00 50.00 ELTRO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 ELLC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 289.00 289.00 289.00 289.00 289.00 289.00 289.00 289.00 ELMIN 278.00 278.00 278.00 278.00 280.00 280.00 280.00 280.00 280.50 280.50 280.50 280.50 281.00 281.00 281.00 281.00 281.50 281.50 281.50 281.50 282.50 282.50 282.50 282.50 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 Q 1263.00 1519.00 1702.00 1921. 00 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1921. 00 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1921.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 CllSEL 283.19 284.08 284.52 284.49 283.37 284.20 284.62 284.62 285.39 285.42 285.58 285.79 286.83 287.21 287 .41 287.61 288.17 288.50 288.70 288.92 289.46 289.72 289.88 290.05 290.13 290.43 290.61 290.81 290.15 290.44 290.63 290.83 289.35 290.72 290.83 290.88 291.65 291.30 291.36 291.44 CRillS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 285.08 285.42 285.58 285.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 287.91 290.72 290.83 290.88 0.00 0.00 0.00 0.00 EG 283.22 284.11 284.55 284 .53 283.43 284.24 284.66 284.67 285.96 286.22 286.40 286.59 286.98 287.37 287.58 287.81 288.38 288.70 288.90 289.11 289.60 289.88 290.05 290.23 290. 17 290.48 290.66 290.87 290.22 290.52 290.71 290.91 291.02 290.98 291.05 291.12 291.66 291.34 291.40 291.49 10*KS 3.42 2.55 2.39 3.11 16.76 8.37 6.64 8.44 76.80 106.94 108.36 105.32 17.80 17.89 18.69 19.90 22.84 21.48 20.62 19.77 21. 75 22.93 23.92 24.99 5. 19 5.43 5.55 5.68 7.21 7. 71 7.94 8.13 426.56 150.59 135.30 148.67 9.23 30.81 33.29 34.53 VCH 1.43 1.40 1.43 1.63 2.01 1.73 1.68 1.90 6.62 7.85 8.08 8.19 3.04 3.23 3.40 3.61 3.81 3.90 3.95 4.00 3.81 4.08 4.27 4.47 1.73 1.86 1.94 2.02 3.29 3.50 3.61 3.71 10.40 5 .55 5.32 5.60 1.50 2.65 2.77 2.85 PAGE 20 AREA .01K 905.24 682.62 1143.28 950.89 1285.50 1101.24 1274.28 1089.96 629.77 881.13 1020.42 1021.20 302.07 309.24 352.06 412.04 434.95 509.35 553.02 600.00 436.03 595.63 700.89 820.50 563.53 650.83 707.70 772.56 450.14 533.56 599.37 681.45 434.46 520.32 588.23 673.03 308. 53 525.01 660.43 661.20 144.12 146.89 163.50 187.18 299.39 359.17 393.72 430.68 264.26 327.76 374. 78 432.02 270. 79 317.24 347.99 384.24 276.44 326.12 361.19 402.78 234.55 273.62 302.08 336. 59 60.60 30.50 281.04 61.93 330.42 73.16 353.88 78. 73 805.10 207.36 573.60 136.92 610.13 147.49 663.68 163.36 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 05JUN97 SEC NO 2.221 2.221 2.221 2.221 2.230 2.230 2.230 2.230 2.270 2.270 2.270 2.270 2.340 2.340 2.340 2.340 2.460 2.460 2.460 2.460 2.470 2.470 2.470 2.470 2.471 2.471 2.471 2.471 2.480 2.480 2.480 2.480 2.481 2.481 2.481 2.481 2.490 2.490 2.490 2.490 07:41:30 XLCH 1.00 1.00 1.00 1.00 50.00 50.00 50.00 50.00 200.00 200.00 200.00 200.00 375.00 375.00 375.00 375.00 610.00 610.00 610.00 610.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 60.00 60.00 60.00 60.00 1.00 1.00 1.00 1.00 50.00 50.00 50.00 50.00 ELTRD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 296.00 296.00 296.00 296.00 296.00 296.00 296.00 296.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 296.00 296.00 296.00 296.00 296.00 296.00 296.00 296.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELM IN 283.00 283.00 283.00 283.00 284.00 284.00 284.00 284.00 284.00 284.00 284.00 284.00 285.00 285.00 285.00 285.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.50 290.50 290.50 290.50 Q 630.00 760.00 851 .00 960.00 630.00 760.00 851 .00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851 .00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851 .00 960.00 630.00 760.00 851.00 960.00 CllSEL 291 .65 291 .32 291 .37 291 .46 291 .66 291.34 291.40 291.48 291 .69 291.39 291.46 291.55 291. 72 291 .45 291 .53 291.64 292.95 293. 16 293.27 293.39 295. 18 295. 75 296.09 296.91 296.93 298.35 298.93 297.04 297.29 298.36 298.93 297.53 297.34 298.37 298.94 297.58 297.34 298.37 298.94 297 .58 CRillS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 292.95 293. 16 293.27 293.39 295. 18 295. 75 296.09 296.91 296.93 296.97 0.00 297.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EG 291.66 291.34 291 .41 291 .49 291.67 291.36 291 .43 291 .52 291 .69 291 .41 291.48 291 .58 291. 75 291.51 291.60 291 .72 293.54 293.76 293.89 294.04 297.28 298. 12 298.67 296.92 297. 14 298.35 298.93 297.34 297.33 298.37 298.94 297.58 297.34 298.37 298.94 297.59 297.34 298.37 298.94 297.59 10*KS 1 .40 3.00 3.52 4.09 1 .81 4.08 4. 71 5.36 0.72 1.34 1.58 1 .86 3. 16 5.86 6.84 7.92 301.76 290.56 292.00 294.60 394.52 374.96 371.80 2.39 58.84 2. 10 1 .03 92.53 17. 14 2.02 1 .02 19.68 0.62 0.31 0.23 1 .09 0.27 0. 16 0.12 0.51 PAGE 21 VCH AREA .01K 1.65 1150.46 531.50 2.35 926.12 438.79 2.56 961.78 453.35 2.77 1013.22 474.46 0.94 1.31 1.43 1.55 0.79 1.03 1 .13 1.24 1 .49 1.94 2.13 2.33 6. 17 6.20 6.32 6.47 11 .63 12.35 12.89 1. 14 5.37 1 .24 0.93 6.85 3.07 1 .22 0.93 3.41 0.61 856.11 468.31 702.54 376. 17 729.04 392.01 767. 11 414.81 962.45 865.81 888.72 920.07 456.02 415.85 427.40 442.91 102. 16 122.56 134.66 148.39 54. 16 61.55 66.04 1493. 19 389.82 1613.22 2172.39 467.27 663.21 1632.62 2177.37 867.51 1823.77 741 .53 657.48 677.31 704.55 354.32 313.92 325.50 341. 10 36.27 44.59 49.80 55.93 31. 72 39.25 44.13 620.91 82. 13 524.83 838. 10 99.80 152. 19 534.64 841. 17 216.41 801.56 0.47 2754.81 1372.25 0.43 3299.27 1778.70 0.83 2032.57 920.24 0.53 1745.51 1209.03 0.45 2986.41 1909.63 0.42 3728.20 2434.12 0.75 2001.78 1345.83 * * * * * * * * * * * * * * * * * * * * * * * * * 05JUN97 SECNO 2.560 2.560 2.560 2.560 2.630 2.630 2 .630 2.630 2.720 2.720 2.720 2.720 2.780 2.780 2 .780 2.780 2.810 2.810 2.810 2.810 2.880 2.880 2.880 2 .880 2.900 2.900 2.900 2.900 2.910 2.910 2.910 2.910 2.920 2.920 2.920 2 .920 2 .930 2.930 2 .930 2.930 07:4 1 :30 XLCH 400.00 400.00 400.00 400.00 325.00 325 .00 325 .00 325.00 500.00 500.00 500.00 500.00 300.00 300.00 300.00 300.00 150.00 150.00 150.00 150.00 350.00 350.00 350.00 350 .00 100.00 100.00 100.00 100.00 60.00 60.00 60.00 60.00 50.00 50.00 50 .00 50.00 50.00 50.00 50.00 50.00 ELTRO 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0 .00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 302.90 302.90 302 .90 302 .90 0 .00 0.00 0.00 0 .00 ELLC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELM IN 292.00 292.00 292.00 292.00 294.00 Q 630.00 760.00 851.00 960.00 630.00 294.00 760.00 294.00 851.00 294.00 960.00 295.00 630.00 295.00 760.00 295 .00 851.00 295.00 960.00 295. 75 295. 75 295. 75 295. 75 296.00 296.00 296.00 296.00 297.60 297.60 297.60 297.60 298.00 298.00 298.00 298.00 299.20 299.20 299.20 299.20 299.80 299.80 299.80 299.80 300.20 300.20 300.20 300.20 630.00 760.00 851.00 960.00 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811. 00 498.00 619.00 706.00 811.00 498 .00 619.00 706.00 811.00 498.00 619.00 706.00 811. 00 498.00 619.00 706 .00 811.00 ClolSEL 297.29 298.35 298.93 297 .50 297.94 298.56 299.05 298.38 299.34 299.40 299.56 299.84 300. 19 300.42 300.59 300.80 300.38 300.62 300.79 300.99 300.72 301.01 301.21 301.44 300.86 301.13 301. 31 301. 51 301.56 301.97 302.21 302.50 303. 13 303 .41 303.53 303.64 303. 18 303.47 303.59 303. 71 CRllolS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 .00 0 .00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EG 297 .38 298.39 298 .95 297 .67 298.00 298.61 299.08 298 .46 299.47 299.58 299 . 74 300.02 300.30 300.56 300.74 300.96 300.51 300.80 300.99 301.23 300 .97 301.32 301.54 301 .80 301 .36 301. 73 301 .98 302.26 301.76 302.11 302 .34 302 .61 303. 18 303.46 303 .59 303. 71 303.21 303.49 303.62 303.74 10*KS 14.46 4.70 2.87 24 .69 26. 17 10 .52 5.97 23.94 33.05 44.92 45.97 41 .67 23.51 24.80 25.02 24.32 7 .82 9.35 10.28 11 .21 21. 72 22.28 22.31 22. 14 49. 18 53.76 56.68 59.80 52.70 30. 19 21.33 15.03 1 .97 1 .92 1.97 2.20 10 .50 9 . 17 9.34 10.38 VCH 2.64 1.83 1.56 3 .61 2.05 1 .65 1 .45 2.33 2.88 3.38 3.48 3 .41 2.74 3.00 3 . 14 3 .26 2.91 3.35 3.63 3.94 4. 11 4.50 4.72 4.95 5.66 6.22 6.58 6 .97 3.56 3.04 2.87 2.73 1. 76 1 .88 1 .97 2. 14 1 .46 1 .48 1 .55 1 .67 PAGE 22 AREA 355.79 763.04 1011 .13 423.06 .01K 165.68 350.49 502.20 193. 18 307 .8 1 123. 16 479 .77 234.27 654. 16 348.22 421 .49 196.19 218.40 109.59 224.79 113.40 244. 73 125. 51 281 .43 148. 72 230.94 257.02 277.36 305.89 172. 15 188.00 199. 70 214.26 127.47 149.83 166.64 187.97 87.99 99.54 107.31 116.28 139 .89 203.64 246.10 297.06 349.32 421 .27 491.5 4 528.94 475.72 581.28 632.78 671 . 18 129.92 152 .60 170. 14 194.66 178 . 13 202.43 220 .20 242. 18 106.85 131. 14 149.46 172.34 71 .01 84 .43 93.77 104.88 68 .60 112.66 152.86 209. 18 354.59 446 .87 502.93 547 .34 153 .69 204 .41 231 .06 25 1 . 70 05JUN97 07:41:30 PAGE 23 SEC NO XLCH ELTRD ELLC ELM IN Q CIJSEL CR!IJS EG 10*KS VCH AREA .01K 2.940 50.00 0.00 0.00 300.80 498.00 303.24 0.00 303.28 18.55 1. 74 365.25 115.61 2.940 50.00 0.00 0.00 300.80 619.00 303.51 0.00 303.55 15.48 1. 75 461.06 157.32 2.940 50.00 0.00 0.00 300.80 706.00 303.64 0.00 303.68 15.61 1.83 506.19 178.67 2.940 50.00 0.00 0.00 300.80 811.00 303.76 0.00 303.81 16.27 1.93 551.36 201.03 * 2.970 180.00 0.00 0.00 301.50 498.00 303.90 303. 77 304.24 341.27 4.68 106.30 26.96 * 2.970 180.00 0.00 0.00 301.50 619.00 304.01 0.00 304.43 381.11 5.14 120.42 31.71 * 2.970 180.00 0.00 0.00 301.50 706.00 304.12 0.00 304.55 347.50 5.27 134.60 37.87 * 2.970 180.00 0.00 0.00 301.50 811.00 304.24 0.00 304.70 320.67 5.43 151.60 45.29 * 3.010 180.00 0.00 0.00 302.00 498.00 305.61 0.00 305.70 34.69 2.45 208.84 84.55 * 3.010 180.00 0.00 0.00 302.00 619.00 305.85 0.00 305.96 35.53 2.68 241.16 103.84 * 3.010 180.00 0.00 0.00 302.00 706.00 305.98 0.00 306.10 37.20 2.86 260.63 115. 75 * 3.010 180.00 0.00 0.00 302.00 811.00 306.14 0.00 306.28 39.06 3.06 283.85 129.76 * 3.030 140.00 0.00 0.00 304.00 498.00 306.41 306.41 307.04 416.61 6.39 77.94 24.40 * 3.030 140.00 0.00 0.00 304.00 619.00 306.64 306.64 307.33 411.95 6.66 92.89 30.50 * 3.030 140.00 0.00 0.00 304.00 706.00 306.80 306.80 307.51 397.43 6.76 104.38 35.41 * 3.030 140.00 0.00 0.00 304.00 811.00 306.98 306.91 307.71 378.52 6.85 118.46 41.68 05JUN97 07:41 :30 AYNE SMITH LITTLE LEAGUE SUMMARY PRINTOUT TABLE 150 * * * * * * * * * * * * * * * * * * * * SECNO 0.070 0.070 0.070 0.070 0. 130 0. 130 0. 130 0.130 Q 3759.00 4513.00 5040.00 5678.00 3759.00 4513.00 5040.00 5678.00 0. 150 3759.00 0. 150 4513.00 0. 150 5040.00 0. 150 5678.00 0. 151 3759.00 0.151 4513.00 0. 151 5040.00 0. 151 5678.00 0. 154 3759.00 0. 154 4513.00 0. 154 5040.00 0. 154 5678.00 0. 155 3759.00 0. 155 4513.00 0. 155 5040.00 0. 155 5678.00 0. 170 0. 170 0. 170 0. 170 0.210 0.210 0.210 0.210 0.270 0.270 0.270 0.270 3759.00 4513.00 5040.00 5678.00 3759.00 4513.00 5040.00 5678.00 3759.00 4513.00 5040.00 5678.00 CIJSEL 263. 12 263.44 263.70 263.96 265. 17 265.59 265.81 266.08 265.27 265.68 265.89 266. 14 264.63 264.68 264.59 264.42 267.51 268.61 269.40 270.44 267.48 268.57 269.36 270.41 267.63 268.72 269.49 270.51 267.84 268.83 269.57 270.56 268. 14 269.09 269.79 270. 74 DIFIJSP 0.00 0.32 0.26 0.26 0.00 0.43 0.22 0.26 0.00 0.41 0.21 0.25 0.00 0.05 ·0.09 ·O. 17 0.00 1. 10 0.79 1 .04 0.00 1 .09 0.79 1.05 0.00 1 .09 0.77 1 .02 0.00 1.00 0. 73 0.99 0.00 0.95 0.70 0.95 DIFIJSX 0.00 0.00 0.00 0.00 2.04 2. 15 2. 11 2. 12 0. 10 0.09 0.08 0.07 ·0.64 ·1.00 -1.30 -1. 73 2.88 3.94 4.81 6.02 -0.03 -0.04 -0.04 -0.03 0. 15 0. 15 0. 13 0. 11 0.20 0. 12 0.08 0.04 0.31 0.26 0.22 0. 19 DIFKIJS 0.63 0.46 0.42 0.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPIJID 385.69 420. 16 448. 13 475.56 385.30 452.26 486.54 528.27 243.80 295.81 328. 16 378.73 123.84 149.98 116.98 108.31 518.66 614. 19 620.00 620.00 515.43 611 .68 620.00 620.00 692.31 862.56 923.79 965.00 407.54 422.63 433.67 440.00 733.22 754.54 770.33 775.00 XLCH 0.00 0.00 0.00 0.00 300.00 300.00 300.00 300.00 100.00 100.00 100.00 100.00 1.00 1.00 1.00 1.00 40.00 40.00 40.00 40.00 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 200.00 200.00 200.00 200.00 300.00 300.00 300.00 300.00 PAGE 24 * * * * * * * * * * * * * * * * * * * * * * * * 05JUN97 SECNO 0.330 0.330 0.330 0.330 0.380 0.380 0.380 0.380 0.440 0.440 0.440 0.440 07:41 :30 Q 3759.00 4513.00 5040.00 5678.00 3320.00 3986.00 4451.00 5016.00 3320.00 3986.00 4451.00 5016.00 0.510 3320.00 0.510 3986.00 0.510 4451.00 0.510 5016.00 0.550 0.550 0.550 0.550 3320.00 3986.00 4451.00 5016.00 0.630 3262.00 0.630 3918.00 0.630 4379.00 0.630 4936.00 0.660 3262.00 0.660 3918.00 0.660 4379.00 0.660 4936.00 0.680 3262.00 0.680 3918.00 0.680 4379.00 0.680 4936.00 0.681 3262.00 0.681 3918.00 0.681 4379.00 0.681 4936.00 0.690 3262.00 0.690 3918.00 0.690 4379.00 0.690 4936.00 CWSEL 268.28 269.20 269.89 270.82 268.64 269.48 270. 12 270.99 268.71 269.52 270.15 271.02 269.19 269.93 270.48 271.25 269.17 269.82 270.33 271.09 270.52 271. 16 271.58 272.12 272.07 272.47 272.69 272.96 271.89 272.88 273.56 274.37 272.10 272.10 279.49 280.97 272.61 272.84 279.58 281.00 DI FWSP 0.00 0.92 0.69 0.93 0.00 0.84 0.63 0.87 0.00 0.82 0.63 0.87 0.00 0.74 0.55 0.77 0.00 0.65 0.51 0.76 0.00 0.63 0.42 0.54 0.00 0.40 0.22 0.27 0.00 0.99 0.68 0.81 0.00 0.00 7.39 1.48 0.00 0.23 6.74 1.42 DI FWSX 0.14 0.11 0.09 0.08 0.36 0.28 0.23 0.17 0.07 0.04 0.03 0.03 0.48 0.40 0.33 0.23 -0.02 -0. 11 -0.15 -0.16 1.35 1.33 1.25 1.04 1.55 1.32 1.11 0.84 -0.19 0.41 0.87 1.41 0.21 -0. 78 5.93 6.60 0.51 0. 74 0.09 0.02 DI FKWS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPWID 508.05 600.14 668. 71 680.00 727.03 769.25 795.00 795.00 392.10 561.47 660.00 660.00 XLCH 350.00 350.00 350.00 350.00 230.00 230.00 230.00 230.00 350.00 350.00 350.00 350.00 0.00 482.07 345.00 0.00 575.88 345.00 0.00 646.02 345.00 0.00 743.96 345.00 0.00 0.00 0.00 0.00 160.21 199.27 275. 18 424.68 0.00 332.60 0.00 412.21 0.00 466.29 0.00 529. 75 0.00 381.61 0.00 459.50 0.00 521.24 0.00 586.50 0.00 26.40 0.00 26.40 0.00 26.40 0.00 26.40 0.00 383.42 0.00 383.42 0.00 1471. 11 0.00 1545.47 0.00 501.39 0.00 557. 78 0.00 1479.95 0.00 1546.15 200.00 200.00 200.00 200.00 450.00 450.00 450.00 450.00 140.00 140.00 140.00 140.00 100.00 100.00 100.00 100.00 1.00 1.00 1.00 1.00 70.00 70.00 70.00 70.00 PAGE 25 * * * * * * * * * * * * * * * * * * * * * * * * 05JUN97 SECNO 0.691 0.691 0.691 0.691 0.710 0.710 0.710 0.710 0.730 0.730 0.730 0.730 07:41:30 Q 3262.00 3918.00 4379.00 4936.00 3262.00 3918.00 4379.00 4936.00 3262.00 3918.00 4379.00 4936.00 0.800 3262.00 0.800 3918.00 0.800 4379.00 0.800 4936.00 0.870 3262.00 0.870 3918.00 0.870 4379.00 0.870 4936.00 0.960 3203.00 0.960 3850.00 0.960 4306.00 0.960 4855.00 1.030 3203.00 1.030 3850.00 1 .030 4306.00 1.030 4855.00 1.031 3203.00 1 .031 3850.00 1.031 4306.00 1.031 4855.00 1.040 3203.00 1 .040 3850.00 1.040 4306.00 1 .040 4855.00 1 .041 3203.00 1.041 3850.00 1.041 4306.00 1 .041 4855.00 CllSEL 278.06 280.71 279.82 281.08 278.07 280.71 279.83 281 .08 278.07 280. 71 279.83 281.08 278.08 280.72 279.84 281.09 278. 10 280.72 279.85 281.09 278. 16 280.75 279.90 281. 14 278.28 280.80 280.00 281.21 278.20 280.78 279.94 281. 18 278.21 280.78 279.95 281. 18 277.97 280.80 279.93 281 .23 DI FllSP 0.00 2.65 -0.89 1 .26 0.00 2.64 -0.88 1 .26 0.00 2.64 -0.88 1 .26 0.00 2.64 -0.88 1 .25 0.00 2.62 -0.87 1 .25 0.00 2.59 -0.85 1.24 0.00 2.52 -0.81 1 .21 0.00 2.58 -0.84 1 .24 0.00 2.57 -0.83 1 .23 0.00 2.83 -0.87 1 .30 DI FllSX 5.45 7.87 D.24 0.08 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.00 0.01 0.00 0.06 0.03 0.05 0.04 0. 12 0.05 0. 10 0.07 -0 .08 -0.03 -0.06 -0.03 0.02 0.00 0.01 0.01 -0.24 0.02 -0.02 0 .05 DIFKllS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPlllD 1329.82 1538.63 1503. 18 1548.20 1809.31 2395.81 2199.87 2480.00 1468.34 1593.80 1551.91 1611.52 XLCH 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 0.00 1352.70 400.00 0.00 1787.86 400.00 0.00 1642.74 400.00 0.00 1849.59 400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 539.44 657.53 618.28 674.50 350.00 350.00 350.00 350.00 433.90 450.00 582.62 450.00 533.80 450.00 604.97 450.00 392.68 375.00 461.89 375.00 439.88 375.00 472.99 375.00 323.32 504.77 480.60 516.27 325.05 505. 10 481 .05 516. 72 307. 11 505.50 480.26 517.81 10.00 10.00 10.00 10.00 40.00 40.00 40.00 40.00 1.00 1.00 1 .00 1.00 PAGE 26 * * * * * * * * * * * * * * * * * * * * * 05JUN97 07:41:30 SECNO Q 1.050 3203.00 1.050 3850.00 1. 050 4306. 00 1.050 4855.00 1.051 3203.00 1.051 3850.00 1.051 4306.00 1.051 4855.00 1.052 3203.00 1.052 3850.00 1.052 4306.00 1.052 4855.00 1.055 3203.00 1.055 3850.00 1.055 4306.00 1. 055 4855. 00 1.110 3203.00 1.110 3850.00 1.110 4306.00 1.110 4855.00 1.130 3203.00 1.130 3850.00 1. 130 4306.00 1. 130 4855. 00 1.150 3203.00 1.150 3850.00 1. 150 4306.00 1.150 4855.00 1 . 170 1263. 00 1.170 1519.00 1.170 1702.00 1.170 1921.00 1.171 1263.00 1.171 1519.00 1.171 1702.00 1.171 1921.00 1.190 1263.00 1.190 1519.00 1. 190 1702.00 1. 190 1921 .00 CIJSEL 278.99 280.91 280.25 281.36 279.22 280.90 280.26 281.34 279.32 280.97 280.37 281.42 279.39 281.00 280.43 281.46 279.38 281.02 280.46 281.50 279.69 281. 15 280.72 281.65 279.92 281.32 280.97 281.86 279.35 280.58 279.91 280.66 279.07 282.65 282.91 283.94 281. 74 282.67 282.93 283.95 OIFIJSP 0.00 1.92 -0.66 1. 11 0.00 1.69 -0.64 1.08 0.00 1.65 -0.59 1.05 0.00 1.61 -0.56 1.02 0.00 1.65 -0.56 1.04 0.00 1.47 -0.44 0.93 0.00 1.41 -0.35 0.89 0.00 1.23 -0.66 0. 74 0.00 3.59 0.26 1.03 0 .00 0.93 0.26 1.02 OIFIJSX 1.02 0.11 0.32 0.13 0.22 -0.01 0.01 -0.02 0.11 0.06 0. 11 0.08 0.07 0.03 0.06 0.04 -0.01 0.03 0.03 0.05 0.31 0.13 0.26 0.14 0.23 0.17 0.26 0.22 -0.57 -0. 75 -1.06 -1.21 -0.28 2.08 3.00 3.29 2.67 0.01 0.01 0.01 OIFKIJS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPIJID 396.60 508.67 489.57 521.46 421.66 508.73 489.66 521.27 457.53 644.16 551.68 696.98 440.59 557.34 516.49 590.66 349.27 509.87 454.84 556.52 0.00 301.77 0.00 386.38 0.00 361.23 0.00 414.70 0.00 1166.08 0.00 1240.25 0.00 1226. 79 0.00 1261.09 0.00 14.90 0.00 14.90 0 .00 14.90 0.00 14.90 0.00 752.08 0.00 1480.86 0.00 1490.76 0.00 1529.20 0.00 1434.23 0.00 1481.56 0.00 1491.27 0.00 1529.59 XLCH 47.00 47.00 47.00 47.00 1.00 1.00 1.00 1.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 300.00 300.00 300.00 300.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00 1.00 1.00 1.00 129.00 129.00 129.00 129.00 PAGE 27 * * * * * * * * * * * * * * * * * * * * * * * 05JUN97 SECNO 1.191 1.191 1.191 1. 191 1.210 1.210 1.210 07:41:30 Q 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1.210 1921.00 1 . 21 1 1263. 00 1.211 1519.00 1.211 1702.00 1.211 1921.00 1.250 1.250 1 .250 1.250 1263.00 1519.00 1702.00 1921.00 1.300 1263.00 1.300 1519.00 1 .300 1702.00 1 .300 1921. 00 1.340 1263.00 1.340 1519.00 1 .340 1702.00 1.340 1921.00 1.400 1263.00 1.400 1519.00 1.400 1702.00 1 .400 1921. 00 1.490 1 .490 1 .490 1.490 1.590 1 .590 1263.00 1519 .00 1702.00 1921. 00 1263.00 1519.00 1.590 1702 .00 1 . 590 1921 . 00 1 .650 1263.00 1.650 1519.00 1.650 1702.00 1.650 1921.00 CllSEL 281.26 282.06 282.18 283.95 282.53 283.65 284.13 283.95 282.52 283.64 284.13 283.95 282.54 283.65 284. 14 283.96 282.56 283.67 284. 15 283.98 282.59 283.70 284. 18 284.02 282.69 283.75 284.22 284.08 282.89 283.88 284.34 284.25 283. 19 284.08 284 .52 284.49 283.37 284 .20 284.62 284.62 DIFllSP 0.00 0.80 0.12 1. 77 0.00 1.12 0.48 -0.18 0.00 1 .12 0.48 -0. 18 0.00 1. 12 0.48 -0.18 0.00 1.11 0.48 -0. 17 0.00 1. 10 0.48 -0.16 0.00 1.06 0.47 -0. 14 0.00 0.99 0.46 -0.09 0.00 0.89 0.44 -0.03 0.00 0.83 0.42 0.00 DI FllSX -0.48 -0.61 -0. 75 0.00 1.27 1.59 1.95 0.00 -0.01 -0.01 -0.01 -0.01 0.01 0.01 0.01 0.02 0.02 0.01 0.01 0.02 0.04 0.03 0.03 0.04 0.09 0.05 0.05 0.07 0.21 0.13 0. 12 0. 16 0.30 0.20 0.18 0.24 0.17 0.12 0.10 0.13 DIFKllS TOPllID 0.00 14.90 0.00 14.90 0.00 14.90 0.00 1529.59 0 .00 1382.41 0.00 1541.46 0.00 1600.00 0.00 1592.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .0 0 453 .61 492.85 505.00 503.36 659.07 720.64 740.00 737.39 363.73 391.62 403.68 399.40 470.22 582.81 632.10 616.06 262.42 304.65 323.66 317.97 298.27 429.06 490.00 477.63 251. 73 292.60 360.14 355.29 293.60 316.42 341.81 341.95 XLCH 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 10.00 10.00 10.00 10.00 190.00 190.00 190.00 190.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 310.00 310.00 310.00 310.00 475.00 475.00 475.00 475.00 510.00 510.00 510.00 510.00 300.00 300.00 300.00 300 .00 PAGE 28 * * * * * * * * * * * * * * * * * * * * 05JUN97 SECNO 1 .800 1 .800 1 .800 1 .800 1.850 1.850 1 .850 1 .850 07:41:30 Q 1263.00 1519.00 1702 .00 1921 .00 1263.00 1519.00 1702.00 1921.00 1 .990 1263.00 1. 990 1519.00 1 .990 1702.00 1 .990 1921 .00 2 . 1 10 1263. 00 2. 110 1519. 00 2 . 110 1702. 00 2.110 1921.00 2.200 630.00 2.200 760.00 2.200 851.00 2.200 960.00 2.210 630.00 2.210 760.00 2.210 851.00 2.210 960 .00 2 .211 2 .211 2.211 2.211 2.220 2.220 2.220 2.220 2.221 2.221 2.221 2.221 2.230 2.230 2.230 2.230 630.00 760.00 851. 00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630 .00 760.00 851.00 960 .00 CIJSEL 285.39 285.42 285.58 285.79 286.83 287.21 287.41 287 .61 288. 17 288.50 288.70 288.92 289.46 289.72 289.88 290.05 290.13 290.43 290.61 290.81 290.15 290 .44 290.63 290 .83 289.35 290.72 290.83 290.88 291.65 291.30 291 .36 291.44 291.65 291.32 291.37 291.46 291.66 291 .34 291 .40 291.48 0 I FIJSP 0.00 0.04 0. 16 0.20 0.00 0.37 0.20 0.20 0.00 0.33 0.20 0.22 0.00 0.26 0.16 0. 17 0.00 0 .30 0.19 0.20 0.00 0.30 0. 19 0.20 0.00 1.37 0. 11 0.05 0.00 -0.36 0 .06 0.09 0.00 -0.34 0.06 0.08 0.00 -0.32 0.06 0.08 DIFIJSX 2.02 1.22 0 .96 1.17 1.45 1. 79 1 .83 1.82 1.34 1.29 1.29 1.31 1.29 1.22 1.18 1.13 0.67 0. 71 0.73 0.76 0.01 0.02 0.02 0.02 -0.80 0.27 0.20 0.05 2.31 0.58 0.52 0 .56 0.00 0.02 0 .02 0.02 0.01 0.02 0.02 0.03 DIFKIJS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPIJID 248.84 253. 13 277.34 308.08 182.46 210.84 225.84 240.94 0.00 461.51 0.00 503.67 0.00 529 .65 0.00 557.70 0.00 317.34 0.00 347.54 0.00 365.88 0.00 393.91 0. 00 235. 23 0.00 326.55 0.00 383.55 0.00 444.51 0.00 240.31 0.00 333.52 0.00 391.85 0.00 454.29 0.00 152.96 0.00 418.76 0.00 454.01 0.00 469.82 0.00 708.41 0.00 598.02 0.00 616. 75 0.00 643.23 0.00 709.80 0.00 603.37 0.00 621.51 0.00 646. 77 0.00 0.00 0.00 0.00 491.41 432 .39 443. 14 458. 13 XLCH 800.00 800.00 800 .00 800.00 300.00 300.00 300.00 300.00 700.00 700.00 700.00 700.00 650 .00 650.00 650.00 650.00 500.00 500.00 500.00 500.00 50 .00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 50.00 50.00 50.00 50 .00 PAGE 29 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 05JUN97 SEC NO 2.270 2.270 2.270 2.270 2.340 2.340 2.340 2.340 2.460 2.460 2.460 2.460 2.470 2.470 2.470 2.470 2.471 2.471 2.471 2.471 2.480 2.480 2.480 2.480 2.481 2.481 2.481 2.481 2.490 2.490 2.490 2.490 2.560 2.560 2.560 2.560 2.630 2.630 2.630 2.630 07:41:30 Q 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851. 00 960.00 CWSEL 291.69 291.39 291.46 291. 55 291.72 291.45 291.53 291.64 292.95 293. 16 293.27 293.39 295. 18 295.75 296.09 296.91 296.93 298.35 298.93 297.04 297.29 298.36 298.93 297.53 297.34 298.37 298.94 297.58 297.34 298.37 298.94 297.58 297.29 298.35 298.93 297.50 297.94 298.56 299.05 298.38 DIFWSP 0.00 ·0.30 0.07 0.09 0.00 -0.27 0.08 0. 11 0.00 0.21 0.11 0.12 0.00 0.57 0.35 0.82 0.00 1.41 0.58 -1.89 0.00 1.07 0.57 -1.40 0.00 1.03 0.57 -1.35 0.00 1.03 0.57 -1.35 0.00 1.07 0.58 -1.43 0.00 0.63 0.49 -0.67 OIFWSX 0.03 0.05 0.06 0.07 0.03 0.06 0.07 0.08 1.23 1. 71 1. 74 1.76 2.23 2.59 2.82 3.52 1. 75 2.60 2.83 0.13 0.35 0.01 0.01 0.50 0.05 0.00 0.00 0.05 0.00 0.00 0.00 0.00 -0.05 -0.01 -0.01 -0.08 0.65 0.21 0. 12 0.88 DIFKWS TOPWID 0.00 343.14 0.00 322.83 0.00 327.76 0.00 334.39 0.00 151. 73 0.00 143.57 0.00 145.96 0.00 149.11 0.00 89.09 0.00 103.39 0.00 111.01 0.00 119.07 0.00 13.00 0.00 13.00 0.00 13.00 0.00 734.61 0.00 739.55 0.00 950.00 0.00 950.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 759.95 809.27 950.00 950.00 857.68 818.67 950.00 950.00 867.58 972.77 0.00 1305.00 0.00 1305.00 0.00 1096.61 0.00 296.70 0.00 425.00 0.00 425.00 0.00 335.03 0.00 0.00 0.00 0.00 228.28 321.00 395.26 292.00 XLCH 200.00 200.00 200.00 200.00 375 .00 375.00 375.00 375.00 610.00 610.00 610.00 610.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 60.00 60.00 60.00 60.00 1.00 1.00 1.00 1.00 50.00 50.00 50.00 50.00 400.00 400.00 400.00 400.00 325.00 325.00 325.00 325.00 PAGE 30 * * * * * * * * * * * * * * 05JUN97 SEC NO 2. 720 2 .720 2.720 2.720 2.780 2.780 2.780 2.780 2.810 2.810 2.810 2.810 2.880 2.880 2.880 2 .880 2.900 2.900 2.900 2.900 2.910 2.910 2.910 2.910 2.920 2.920 2.920 2.920 2.930 2.930 2.930 2.930 2.940 2.940 2.940 2.940 2.970 2.970 2.970 2.970 07:41:30 Q 630.00 760.00 851.00 960 .00 630.00 760.00 8S1.00 960.00 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 CWSEL 299.34 299.40 299.S6 299.84 300.19 300.42 300.S9 300.80 300.38 300.62 300.79 300.99 300.72 301.01 301.21 301.44 300.86 301.13 301.31 301.S1 301.S6 301.97 302.21 302.SO 303.13 303.41 303.S3 303.64 303.18 303.47 303.S9 303. 71 303.24 303.S1 303.64 303.76 303.90 304.01 304.12 304.24 OlFWSP 0.00 0.06 0.16 0.29 0.00 0.23 0. 17 0.21 0.00 0.24 0.17 0.20 0.00 0 .29 0.20 0.23 0.00 0.27 0.18 0.20 0.00 0.41 0.2S 0.28 0.00 0.28 0.12 0. 11 0.00 0.28 0.13 0.12 0.00 0.27 0.13 0.12 0.00 0.12 0.11 0.12 D!FWSX 1.41 0.83 0.50 1.46 0.84 1.02 1.03 0.96 0.19 0.20 0.20 0.19 0.34 0.39 0.42 0.4S 0.1S 0.12 0.10 0.07 0.70 0.83 0.90 0.99 1.S7 1.44 1.32 1. 1S o.os 0.06 0.06 0.07 0.06 o.os o.os o.os 0.66 o.so 0.48 0.48 O!FKWS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPW!O 11S.42 117.88 12S.26 137.82 107.9S 117. 77 124.89 134.2S 62.S4 67.42 70.80 74.80 71.47 80.42 88.38 97.S6 41.47 43.Sl 44.83 46.31 141.81 172.2S 175.00 175.00 2S6.98 261.1S 333.33 344.36 367.34 378.66 384.06 388.04 342.02 3SS. 7S 362.03 368.22 116. 76 126.26 136.S2 147.87 XLCH S00.00 S00.00 S00.00 S00.00 300.00 300.00 300.00 300.00 1SO.OO 1SO.OO 1SO.OO 1SO.OO 3SO.OO 3SO.OO 3SO.OO 3SO.OO 100.00 100.00 100.00 100.00 60.00 60.00 60.00 60.00 SO.DO SO.DO SO.OD SO.DO SO.OD SO.OD SO.DO SO.OD SO.OD S0.00 SO.OD SO.OD 180.00 180.00 180.00 180.00 PAGE 31 05JUN97 07:41:30 PAGE 32 SECNO Q CIJSEL DIFIJSP DI FIJSX DIFKIJS TOPIJID XLCH * 3.010 498.00 305.61 0.00 1. 71 0.00 129.35 180.00 * 3.010 619.00 305.85 0.24 1.83 0.00 138.99 180.00 * 3.010 706.00 305.98 0.13 1 .86 0.00 144.48 180.00 * 3.010 811.00 306. 14 0. 16 1 .89 0.00 167.54 180.00 * 3.030 498.00 306.41 0.00 0.80 0.00 62.26 140.00 * 3.030 619.00 306.64 0.23 0.79 0.00 69.09 140.00 * 3.030 706.00 306.80 0. 16 0.82 0.00 73.91 140.00 * 3.030 811.00 306.98 0. 18 0.84 0.00 79.42 140.00 05JUN97 07:41:30 PAGE 33 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SEC NO= 0.070 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SEC NO= 0.070 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SEC NO= 0.070 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SEC NO= 0.070 PROFILE= 4 CRITICAL DEPTH ASSUMED I/ARNING SEC NO= 0. 130 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.130 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.130 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.130 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0. 151 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0. 151 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0. 151 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 0. 151 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 0. 151 PROFILE= 4 SLOPE TOO STEEP WARNING SECNO= 0. 151 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARN I NG SECNO= 0. 154 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 0. 154 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 0. 154 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 0. 154 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0. 155 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 0. 155 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0. 155 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0. 155 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 0.330 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.330 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 0 .330 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 0.330 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.380 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.380 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.380 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.380 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.440 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.440 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 0.440 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.440 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.550 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.550 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 0.550 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 0.550 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 0.680 PROFILE= CRITICAL DEPTH ASSUMED CAUTION SECNO= 0.680 PROFILE= PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 0.680 PROFILE= 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 0.680 PROFILE= 2 CRITICAL OEPTH ASSUMED 05JUN97 CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= 07:4 1 :30 0.680 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY 0.680 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE llSEL 0.680 PROFILE= 3 CRITICAL DEPTH ASSUMED 0.680 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY 0.680 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE llSEL 0.680 PROFILE= 4 CRITICAL DEPTH ASSUMED 0.680 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY 0.680 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE llSEL 0.681 PROFILE= CRITICAL DEPTH ASSUMED 0.681 PROFILE= 1 MINIMUM SPECIFIC ENERGY 0.681 PROFILE= 2 CRITICAL DEPTH ASSUMED 0.681 PROFILE= 2 MINIMUM SPECIFIC ENERGY 0.681 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.681 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.691 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.691 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.691 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.691 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.710 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.710 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.710 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.710 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.730 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.730 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.730 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.730 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.870 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.870 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.870 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.870 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.031 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.031 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.031 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.031 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.041 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.041 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.041 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.041 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.050 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.051 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.051 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.051 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.051 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.055 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 34 05JUN97 07:41 :30 PAGE 35 IJARNING SECNO= 1.110 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1. 110 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1. 110 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.110 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.150 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.150 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.150 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.170 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.170 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.170 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1. 170 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1. 171 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.171 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1. 171 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1 .190 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.191 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1. 191 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SEC NO= 1. 191 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1. 191 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.210 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1.210 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1. 210 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 . 211 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1. 211 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1.211 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SEC NO= 1. 211 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1.300 PROFILE= 3 CONVEYANCE CHANGE OUTS IDE ACCEPTABLE RANGE ARNING SECNO= 1.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.490 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1.490 PROF I LE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.590 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SEC NO= 1.590 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IJARNING SECNO= 1.650 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.650 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1.650 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1.650 PROFI LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1 .800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .AUT I ON SECNO= 1.800 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 1.800 PROFILE= 2 MINIMUM SPECIFIC ENERGY 05JUN97 07:41:30 PAGE 36 CAUTION SECNO= 1.800 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 1.800 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SEC NO= 1.800 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 1.800 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SEC NO= 1.800 PROFILE= 4 MINIMUM SPECIFIC ENERGY WARNING SECNO= 1.850 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.850 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.850 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.850 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.211 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 2.211 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SEC NO= 2.211 PROFILE= 2 MINIMUM SPECIFIC ENERGY CAUTION SEC NO= 2.211 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.211 PROFILE= 3 MINIMUM SPECIFIC ENERGY CAUTION SEC NO= 2.211 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.211 PROFILE= 4 MINIMUM SPECIFIC ENERGY WARNING SECNO= 2.220 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.220 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.220 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.220 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.221 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.221 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.221 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 2.221 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.270 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.270 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ilARNING SECNO= 2.270 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 2.270 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 2.340 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 2.340 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 2.340 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SEC NO= 2.340 PROFI LE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE SECNO= 2.460 PROFILE= CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.460 PROFILE= PROBABLE MINIMUM SPECIFIC ENERGY AUTION SECNO= 2.460 PROFILE= 20 TRIALS ATTEMPTED TO BALANCE WSEL AUTION SECNO= 2.460 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SEC NO= 2.460 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY AUTION SECNO= 2.460 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL AUTION SECNO= 2.460 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.460 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 2.460 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL AUTION SECNO= 2.460 PROFILE= 4 CRITICAL DEPTH ASSUMED AUTION SEC NO= 2 .460 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 2.460 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL <C AUTION SECNO= 2.470 PROFILE= CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.470 PROFILE= PROBABLE MINIMUM SPECIFIC ENERGY 05JUN97 07:41:30 PAGE 37 CAUTION SECNO= 2.470 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 2.470 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.470 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 2.470 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 2.470 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.470 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 2.470 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 2.470 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.470 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SEC NO= 2.470 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 2.471 PROFILE= CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.471 PROFILE= 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 2.471 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 2.471 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.471 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 2.471 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.471 PROFILE= 4 PROBABLE MI NIMUM SPECIFIC ENERGY CAUTION SECNO= 2.471 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 2.480 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.480 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.481 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.481 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.481 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.481 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.490 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.490 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.560 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.560 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.560 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.560 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.630 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.630 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.720 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.720 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.880 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.880 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.880 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 2.900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 2.900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC NO= 2.910 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.910 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 05JUN97 07:41:30 PAGE 38 I/ARNING SECNO= 2.920 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 2.920 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SEC NO= 2.920 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SEC NO= 2.920 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 2.930 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 2.930 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 2.930 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 2.930 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 2.970 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 2.970 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 2.970 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 2.970 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 3.010 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 3.010 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 3.010 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I/ARNING SECNO= 3.010 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 3.030 PROFILE= CRITICAL DEPTH ASSUMED CAUTION SECNO= 3.030 PROFILE= 1 MINIMUM SPECIFIC ENERGY CAUT JON SECNO= 3.030 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 3.030 PROFILE= 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 3.030 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 3.030 PROFILE= 3 MINIMUM SPECIFIC ENERGY I/ARNING SECNO= 3.030 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ********************************************** *************************************** * HEC -2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * Vers i on 4.6.2; May 1991 * * HYDROLOGIC ENGINEERING CENTER * * 386 Extended Memory version, August 1991 * * 609 SECOND STREET, SUITED * * Dodson & Associates, Inc 1-800 -235-8069 * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 26MAY97 TIME 09:04:38 * * (916) 756-1104 * ********************************************** *************************************** x x xxxxxxx xxxxx xxxxx x x x x x x x x x x x x xxxxxxx xx xx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx 26MAY97 09:04:38 ************************************ HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************ T1 HYDRAULIC ANALYSIS OF BEE CREEK TRIB. "B"(SWMP HYDRAULIC DATA) T2 PROFILE EXTENSION TO PROPERTY LINE -10 YEAR STORM FUTURE CONDITION T3 WAYNE SMITH LITTLE LEAGUE PARK PROPOSED CHANNEL MOOIFICATIONS J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q 0 2 0 0 0 0 0 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBW 0 -1 0 0 0 0 0 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 QT 4 3759 4513 5040 5678 NC 0.075 0.075 0.045 0.1 0.3 BEGIN THE PROFILE ANALYSIS OF TRIB. B OF BEE CREEK THE DOWNSTREAM SECTION IS RIVER STATION 0.07 X1 0.07 18 1430 1500 0 0 0 GR 268 865 266 1000 264 1135 262 GR 262 1430 260 1435 258 1437 256 GR 254 1454 256 1455 258 1465 260 GR 264 1615 266 1690 268 1765 NC 0.3 0.5 BEE CREEK TRIB. "B" AT SOUTHWOOO ST BRIDGE STRUCTURE AT RIVER STATION 0.13 X1 0.13 16 1385 1450 300 300 300 GR 268 1000 266 1185 264 1330 262 GR 258 1395 256 1405 254.50 1406 254.50 GR 258 1435 260 1450 262 1470 264 GR 268 1830 X1 0.15 33 1303 1367 100 100 100 X3 10 GR 268.71 1000 266.22 1151 266.12 1194 264.10 GR 262.94 1302.9 260.72 1303 257.84 1314.9 257.84 GR 257.60 1316.1 254.96 1327.9 254.96 1328 254. 73 PAGE THIS RUN EXECUTED 261'.AY97 09:04:39 WSEL FQ 262.49 0 CHNIM !TRACE 0 0 1235 262 1390 1440 254 1441 1485 262 1500 1385 260 1390 1429 256 1430 1535 266 1700 264.92 264.92 1282 262.94 1294 1315 257.60 1316 1329 254. 73 1329.1 GR 254.72 GR 254.96 1330 1342.1 254.72 257.60 1340 1353 .9 254. 73 257 .60 1340. 9 1354 254. 73 257 .84 1341 1355 254.96 257.84 1342 1355. 1 26'1.AY97 GR 260.72 GR 266. 14 X1 BT BT BT BT BT BT BT BT BT BT X1 X2 0. 151 -29 0.154 X1 0.155 X3 X1 GR GR GR GR NC xi GR GR GR GR X1 GR GR GR GR GR X1 GR GR GR QT NC xi GR GR GR GR 10 0.17 270 260 256 266 0.21 270 264 256 266 0.27 270 260 262 258 268 0.33 270 260 264 4 0.065 0.38 270 262 262 262 09:04:38 1367 i559 1194 1302.9 1315 1327.9 1329.1 1340.9 1342. 1 1355 1367. 1 1492 20 1000 1535 1560 1765 18 985 1220 1274 1395 22 1000 1360 1510 1540 1750 i4 1000 1385 1430 3320 20 975 1050 1490 i560 262.42 267 .41 266.12 264.92 264.92 264.92 264.92 264.92 264.92 264.92 264.92 265.60 i532 268 258 258 268 1220 268 262 258 268 i505 268 260 260 260 270 1360 268 258 266 3986 0.04 1475 268 264 260 264 1367. 1 1586 266.12 262.94 257.84 262.72 262.72 262.72 262.72 257.84 262.42 265 .53 i585 1 i40 i542 i568 iBBo 0.1 i290 1000 i235 i275 i410 1555 1020 1370 1515 1550 i775 1430 io70 1386 1495 445i 1565 1000 1055 i510 1565 264. 74 268 i 1282 1303 13i6 1328 1330 1341 1353.9 1355. 1 1378 i559 40 100 266 256 260 268 0.3 200 266 260 260 270 350 266 262 258 262 420 266 258 268 5016 255 266 266 259 266 1378 i620 264.60 264.92 264.92 264.92 264.92 264.92 264.92 264.92 264. 74 266.60 40 100 1285 i548 i575 1905 200 1oi5 1245 i280 i425 300 i2i5 i420 1525 1555 300 1290 1414 1550 220 1025 1065 1511 1620 264.62 264.10 262.72 257.60 254.96 262.72 254. 73 262.72 262.72 264. 74 266. 14 40 100 264 254.80 262 268 200 264 258 262 300 264 264 257 264 350 264 260 270 230 264 266 259 268 1432 1294 1314.9 1316. 1 1329 1340 1342 1354 1367 1432 264.92 1515 1549 i585 1945 1075 1250 i290 1330 1440 1526 1620 1360 1415 1680 1030 1410 1546 1695 265.53 264.78 264.92 264.92 264.92 264.92 264.92 264.92 264.92 265. 15 264.92 262 254.80 264 270 264 256 264 262 264 257 266 262 262 262 264 260 270 PAGE 1492 262.94 262.72 262.72 254. 73 262.72 254.96 257.60 262.72 264.62 1532 1559 1605 1965 i110 i251 1305 1345 1505 1539 1630 1365 1425 1040 1475 1547 1770 2 X1 GR GR GR NC X1 GR GR GR X1 GR GR GR QT X1 GR GR GR GR NC 26MAY97 0.44 270 260 268 0.51 272 262 266 0.55 272 262 266 4 0.63 276 266 266 272 09:04:38 12 1000 1440 1620 0.065 14 790 1230 1355 14 1000 1310 1365 3262 18 1000 1505 1550 1850 1375 268 260 270 1210 270 262 268 1290 270 261 268 3918 1495 274 264 268 274 1490 1375 1470 1660 1355 1000 1280 1540 1380 1215 1311 1380 4379 1565 1180 1510 1555 1860 0.3 350 266 262 300 268 260.75 270 160 268 261 270 4936 450 272 262 270 276 0.5 BEE CREEK AT F.M. 2818 BY RIO GRANDE TRIS. B THREE 8'X9' RCB AT RIVER STATION 0.66 X1 0.66 17 1456 1716 220 GR 275. 19 GR 271. 77 GR 272.49 GR 277.19 X1 0.68 X3 10 GR 280 GR 270.54 GR 264.10 GR 264.10 GR 269.68 GR 274.82 NC X1 BT BT BT BT BT BT BT BT BT 0.681 -27 1000 1456 1716 2189 28 740 1371 1612.7 1620.5 1637 2052 1000 1308 1591 1612.7 1613.6 1621.2 1630.3 1866 2052 274.37 268.67 273.25 281.31 1603.8 276.43 271.77 264. 10 264.10 272.49 277.19 0.014 276.43 276.60 276.86 276.86 276.86 276.86 276.86 278.88 280.83 1150 1591 1866 2327 1630.2 1000 1456 1612.8 1621.2 1716 2189 276.43 272.53 268.67 272. 10 272. 10 264.10 269.68 273.25 274.82 272.16 264.03 273.98 100 274.37 268.67 264. 10 264. 10 273.25 282.60 1150 1371 1603.7 1612.8 1620.4 1621 .3 1637 2005 2189 300 1405 1480 380 1210 1281 1585 220 1290 1349 1425 400 1330 1515 1565 1875 60 1262 1610 2005 100 1150 1591 1613.5 1621.3 1866 2327 276.50 276.70 276.86 276.86 276.86 276.86 276.86 279 .20 281.30 350 264 264 345 266 260. 75 272 200 266 262 272 450 270 262 270 140 272.53 264.37 275.91 100 272. 16 268.67 264.10 264. 10 273.98 274.37 270.54 268.67 264.10 272. 10 272. 10 269.68 273.98 277. 19 1420 1490 1215 1294 1630 1297 1350 1605 1495 1530 1650 1308 1623 2023 276.86 1262 1603.7 1613.6 1630.2 2005 1262 1456 1603.8 1613.5 1620.5 1630.2 1716 2023 2327 262 266 264 264 264 264 268 264 270 270.54 269.68 274.82 276.86 272.53 264.10 264.10 269.68 275.91 276.56 276.80 276.86 276.86 276.86 276.86 297.70 280.76 282.60 PAGE 1427 1545 1220 1295 1300 1360 1500 1542 1760 1371 1637 2052 1308 1603.8 1620.4 1630.3 2023 272.16 271.77 272.10 264.10 264 .10 272.10 272.49 275.91 282.60 3 X1 X2 NC X1 X3 26MAY97 0.69 0.691 10 X1 0. 71 GR 282 GR 271. 15 GR 269.81 GR 270.68 GR 273.30 NC X1 GR GR GR GR GR GR GR GR NC X1 0.07 0.73 282 276 274 272 270 263.8 272 282 0.075 0.80 GR 282 GR 272 GR 263.90 GR 270 X1 0.87 GR 282 GR 268 GR 272 QT X1 GR GR GR GR X1 GR GR GR GR 4 0.96 282 270 266 276 1.03 282 270 270 282 09:04:38 23 10 1423 1593 1715 2209 0.07 36 975 1170 1365 1690 1975 2054 2130 2630 0.075 20 100 1670 1866 1895 14 835 1210 1295 3203 18 900 1215 1265 1360 16 970 1180 1230 1465 0.04 1529 276.05 273. 77 265.00 269.85 275.73 0.045 1975 280 276 274 272 268 264 274 1815 276 270 263.90 272 1190 276 266 274 3850 1215 278 268 268 278 1180 278 268 272 2015 1000 1443 1606 1771 2344 0. 1 2105 1000 1190 1375 1770 2010 2055 2155 1895 1000 1815 1874 1925 1275 1000 1220 1410 4306 1285 1000 1232 1270 1425 1230 1000 1185 1240 70 100 275.91 273.60 263.71 269.92 282 0.3 75 278 276 274 272 266 266 276 275 274 268 264 274 350 274 266 276 4855 430 276 266 270 282 375 276 266 274 70 100 1133 1460 1620 1834 2692 180 1025 1290 1460 1810 2035 2060 2450 500 1400 1820 1875 1955 350 1055 1245 1445 460 1050 1245 1285 1555 375 1015 1192 1290 70 100 273. 72 271.22 263.97 270. 73 100 278 276 274 270 264 268 278 400 274 266 266 276 350 272 268 282 450 274 265 272 375 274 266 276 276.86 1234 1480 1634 1898 1070 1310 1500 1835 2040 2070 2490 1440 1855 1880 2010 1100 1265 1550 1125 1246 1300 1100 1210 1345 276.86 272.61 271.51 268.98 271.26 278 276 274 270 263.8 270 280 274 264 268 282 270 270 272 265 274 272 268 278 PAGE 1398 1529 1647 2015 1155 1350 1645 1920 2041 2105 2560 1500 1865 1885 2100 1190 1275 1185 1264 1325 1135 1215 1385 4 NC 26MAY97 09:04:38 0.3 BEE CREEK CROSSING WELCH AVE. TRIB. B 0.5 WELCH STRUCTURE DOWNSTREAM BRIDGE AT RIVER STATION 1.031 X1 1.031 13 1152 1218 10 10 GR 282 960 280.21 1000 276.98 1073 GR 266.31 1179 266.31 1182 268.31 1196 GR 278.58 1388 279.68 1485 282 1500 X1 X3 1.04 10 GR 282 GR 266.30 GR 266.30 GR 272.88 GR 282 X1 1.041 BT -18 BT BT BT BT BT X1 X2 1.05 X1 1.051 X3 10 X1 1.052 GR 282 GR 275.44 GR 274.20 NC 21 960 1162.5 1186.9 1200.6 1500 1000 1162 .4 1174.5 1186.9 1188.6 1218 14 950 1198 1290 1162.5 280.21 266.30 266.30 272.88 280.21 276.86 276.86 276.86 276.86 276.86 1198 281.10 272.19 275.65 1200.5 1000 1174.4 1187 1218 280.21 271.66 266.30 276.03 276.03 272.88 1290 1000 1206 1342 0.1 40 276.98 266.30 266.30 276. 21 1073 1162.5 1176 1187 1200.5 1269 47 25 280.46 269.34 278.78 0.3 40 1073 1174.5 1188.5 1269 279.07 276.86 276.86 276.86 276.86 276.86 47 25 1037 1228 1525 RIVER STATION 1.055 IS THE PRIOR DOWNSTREAM SECTION TO JUNCTION OF THE SOUTH FORK OF TRIB. B X1 GR GR GR GR 1.055 16 1125 1265 282 750 278 1000 270 270 28?. 1160 1225 1380 268 272 1165 1245 NC 0.06 X1 GR GR GR GR 1 . 11 282 272 272 282 16 895 1125 1160 1500 1105 280 270 274 1170 1000 1130 1170 25 276 267.40 274 200 278 268.5 276 25 1125 1210 1265 500 1105 1131 1190 10 273.95 272.88 40 273.95 266.30 266.30 278.58 276.98 276.03 266.30 266.30 276.03 276.21 47 25 280.98 267.23 282 25 274 267.40 276 300 276 268.5 278 1152 1218 276.86 1152 1176 1188.6 1388 1152 1174.4 1176.1 1188.5 1200.6 1388 276.86 1048 1236 1713 1140 1215 1310 1115 1149 1320 269.77 276.21 276.86 271.66 266.30 266.30 279.68 276.86 276.86 276.86 276.86 276.86 278.58 276.86 278.35 267.23 272 268 278 274 270 280 PAGE 1171 1269 1162 .4 1176.1 1200.5 1485 273.95 276.03 276.03 266.30 272.88 278.58 1128 1241 1145 1220 1340 1120 1150 1410 5 X1 GR GR GR GR NC 26MAY97 1.13 282 274 270 280 09:04:38 17 990 1125 1155 1320 1125 280 272 272 282 1180 1000 1132 1158 1425 0.3 BEE CREEK CROSSING F.M. 2818 TRIS. B 100 276 270 274 0.5 STRUCTURE TWO 6'X7' RCS AT RIVER STATION 1.15 X1 1.15 17 1826 2252 100 GR 282 GR 279 .61 GR 276.16 GR 281.88 QT 4 X1 1. 17 X3 10 GR 282 GR 279.61 GR 271.44 GR 270.56 GR 281.88 NC X1 BT BT BT BT BT BT BT X1 X2 NC X1 X3 1. 171 -21 1.19 1.191 10 X1 1.21 GR 284 GR 278.21 GR 279.38 GR 272.28 GR 281 .48 990 1750 1959 2252 1263 22 800 1750 1989.5 1997.5 2252 1000 1597 1786 1989.5 1996.6 2004.4 2087 23 900 1379 1799 1946 2203 277.83 277.82 271.05 284.20 1519 1989.6 277.83 277.82 270.56 270.56 284.20 0.014 277.83 280.83 282.35 283.65 283.65 283.65 283.65 0.045 1906 275.28 277.75 279.86 269.19 282.96 1000 1776 1992 2339 1702 2004.5 1000 1776 1989.6 2004.4 2339 277.83 279.94 278.83 271.44 270.56 276.56 277.32 2028 1000 1452 1822 1952 2339 278.45 278.83 270.08 1921 100 278.45 278.83 270.56 270.47 1192 1750 1805 1989.6 1997.4 2004.5 2252 129 100 276.33 278.10 279.82 269.19 284 100 1025 1140 1160 100 1192 1786 2002 100 1192 1786 1996.5 2004.5 279.13 282.06 282.50 283.65 283.65 283.65 284.20 129 100 1115 1623 1846 1956 2500 100 274 269 276 100 279.36 279.44 273.18 100 279.36 279.44 270.56 273.18 278.45 279.61 279.44 276.56 270.56 270.47 281.88 129 100 276.61 279.72 279.97 274. 74 1045 1141 1180 1392 1805 2022 283.65 1392 1805 1996.6 2022 1392 1776 1826 1996.5 1997.5 2022 2339 283.65 1220 1743 1852 1972 274 269 278 279.94 279.03 277.32 283.65 279.94 279.03 270.56 277.32 279.97 282.27 282.67 283.65 283.65 283.65 284.20 283.65 277 .10 279.51 276.64 277.88 PAGE 1065 1154 1215 1597 1826 2087 1597 1826 1997.4 2087 279.36 277.82 279.03 276.56 276.56 273.18 284.20 1349 1774 1906 2028 6 NC X1 GR GR GR X1 GR GR GR X1 GR GR GR X1 GR GR GR X1 GR GR GR X1 GR GR GR X1 GR GR X1 GR GR GR GR NC X1 26MAY97 0.08 1.211 284 272 276 1.25 284 274 282 1.30 285 274.5 282 1.34 286 275 282 1.40 286 276 284 1.49 286 277 284 1.59 286 278 1.65 290 280 280 290 0.07 1.80 GR 290 GR 280.50 GR X1 GR GR GR 288 1.85 290 281 288 09:04:38 0.08 15 975 1155 1225 12 945 1420 1630 12 955 1241 1350 12 660 1291 1410 12 955 1206 1315 12 755 1301 1445 10 1000 1320 16 1000 2144 2365 2840 0.07 12 1000 1231 1640 12 1000 1331 1565 0.05 1125 282 271 278 1385 282 274 284 1240 282 274.5 285 1250 282 275 286 1075 284 276 286 1275 284 277 286 1165 284 280 2125 288 282 282 0.045 1220 288 280.50 290 1295 288 281 290 0.1 1195 1000 1170 1290 1490 1000 1449 1685 1310 1000 1264 1380 1375 1000 1309 1480 1265 1000 1249 1350 1390 1000 1329 1465 1375 1150 1340 2430 1975 2145 2395 1265 1150 1254 1690 1430 1295 1354 1670 0.3 10 278 271 280 190 280 276 325 280 276 250 280 276 300 282 278 250 282 278 350 282 282 360 286 282 284 360 286 282 250 286 282 10 1050 1180 1390 190 1055 1450 125 1030 1265 250 1170 1310 225 1045 1250 350 1245 1330 450 1165 1375 200 2035 2165 2430 360 1220 1255 300 1310 1355 10 276 272 282 190 278 278 250 278 278 250 278 278 310 280 280 475 280 280 510 280 284 300 284 282 286 800 284 284 300 284 284 1125 1185 1435 1275 1490 1095 1310 1250 1320 1075 1265 1275 1390 1190 1430 2125 2210 2460 1225 1265 1320 1390 274 274 284 276 280 276 280 276 280 278 282 278 282 278 286 280 280 288 282 286 282 286 PAGE 1145 1195 1480 1385 1575 1240 1330 1290 1375 1205 1280 1300 1425 1200 1590 2126 2340 2710 1230 1560 1330 1430 7 X1 GR GR GR 26MAY97 1.99 290 284 284 X1 2. 11 GR 292 GR 282.50 GR QT NC 290 4 09:04:38 14 1000 1555 1575 12 1000 1761 1850 630 1530 288 282 286 1750 290 282.50 292 760 1610 1200 1560 1610 1795 1470 1769 1945 851 0.3 BEE CREEK TRIB. B CROSSING CHRISTIE LN. 350 288 281.5 288 250 288 284 960 0.5 550 1300 1561 1640 350 1645 1770 STRUCTURE BRIDGE WITH 6'X10' OPENING AT RIVER STATION 2.20 X1 GR GR X1 X3 GR GR GR X1 BT BT BT BT X1 X2 X1 X3 NC X1 GR GR GR X1 GR GR GR GR 2.20 10 1480 1570 300 450 292 1000 290 1480 288 1505 283 2.21 10 292 283 290 2.211 . 10 2.22 2.221 10 0.075 2.23 294 284 292 1559 12 1000 1542 1675 1480 1541. 9 1552.1 1675 0.075 12 1000 1766 1965 286 1541.9 290 283 292 290 290 290 290 1635 292 284 294 1560 1552. 1 1480 1552 1818 290 283 283 290 0. 1 1830 1415 1774 2110 288 50 288 283 1 1505 1542 1560 50 0.3 50 290 286 RIVER STATION 2.27 JS THE PRIOR DOWNSTREAM SECTION TO THE JUNCTION OF DRAW A 2.27 18 1330 292 1000 292 294 286 290 1295 1420 1485 294 284 292 1485 1185 1310 1421 1590 200 290 292 284 294 1570 50 1505 1552.1 290 290 290 50 50 1635 1775 110 1205 1320 1469 1745 700 288 281.5 290 650 286 286 500 286 290 50 286 286 288 289 286 50 50 288 288 200 290 290 286 1490 1566 1695 1750 1775 1535 1675 290 1535 1560 1535 1552 1570 290 1760 1790 1275 1330 1470 286 282 284 288 283 292 290 283 288 290 290 290 290 286 290 292 288 288 PAGE 1530 1567 1760 1795 1536 1810 1541.9 1570 286 289 288 1765 1830 1280 1385 1475 8 26MAY97 09:04:38 PAGE 9 NC 0.07 0 .07 X1 2 .34 14 1295 1395 250 450 375 GR 294 1000 292 1245 290 1295 288 1335 286 1350 GR 285 1351 285 1369 286 1370 288 1385 290 1395 GR 292 1405 292 1420 292 1575 294 1770 NC 0 .3 0.5 BEE CREEK TRIB. B CROSSING SOUTHWEST PKWY STRUCTURE 2 -6' DIA. CMP AT RIVER STATION 2.46 X1 2.46 8 1120 1280 400 350 610 GR 296 1000 294 1120 292 1245 290 1246 290 1269 GR 292 1270 294 1280 296 1555 X1 2.47 22 1250.5 1263.5 50 50 50 X3 10 296.90 296.90 GR 298 880 296 1000 294 1120 292 1245 293 1250.5 GR 291.50 1250.9 290.40 1252 290 1253.5 290.40 1255 291.50 1256.1 GR 293 1256.5 293 1257 .5 290.40 1257. 9 291.50 1259 290 1260.5 GR 29 1 .50 1262 290.40 1263. 1 293 1263.5 292 1270 294 1280 GR 296 1555 298 1830 NC 0.020 X1 2.471 1 BT -20 1000 296 296 1120 296.45 294 1245 296 .90 292 BT 1250.5 296.90 293 1250.9 296.90 294.50 1252 296.90 295.60 BT 1253.5 296.90 296 1255 296.90 295.60 1256.1 296.90 294.50 BT 1256.5 296.90 293 1257.5 296.90 293 1257.9 296.90 295.60 BT 1259 296.90 294.50 1260.5 296.90 296 1262 296.90 294.50 BT 1263.1 296.90 295.60 1263 .5 296 .90 293 1270 296.90 292 BT 1280 296.90 294 1555 296 296 X1 2.48 60 60 60 X2 1 NC 0.045 X1 2.481 X3 10 296.90 296.90 NC 0.075 0.075 0. 1 0.3 X1 2.49 11 1595 1785 50 50 50 GR 298 1000 296 1505 294 1595 292 1625 290.5 1626 GR 290.5 1684 292 1710 292 1725 294 1785 296 1810 GR 298 2305 X1 2.56 8 1055 1120 350 400 400 GR 298 1000 296 1055 294 1070 292 1071 292 1089 GR 294 1090 296 1120 298 1425 X1 GR GR 2~AY97 2.63 300 296 X1 2. 72 GR 302 GR 295 X1 2. 78 GR 304 GR 295.75 NC .050 QT 4 X1 2.81 GR 303 GR X1 GR GR NC 300 2.88 304 300 .04 X1 2.90 X3 10 GR 306 GR 298 SC 4 .012 X1 2.91 X2 X3 BT BT BT GR GR GR X1 GR GR GR GR NC X1 GR GR GR GR 10 -8 308 299.2 308 2.92 3013 302 301 306 .050 2.93 308 303 302 307 09:04:38 8 1000 1305 10 1000 1189 10 1000 1354 .050 498 9 0 135 9 0 120 .04 10 0 410 .5 11 0 450 880 0 430 920 17 0 375 460 850 .050 17 0 300 408 570 1205 298 298 1080 300 296 1275 302 298 .030 619 80 302 302 70 302 301 .02 370 304 302 3 405 2 308 303.5 306 306 300 390 306 301 302 308 .035 330 307 302 303 308 1440 1205 1440 1225 1080 1190 1375 1225 1355 . 1 706 135 50 145 120 60 145 .3 420 120 420 0 580 160 440 490 160 405 480 930 400 65 335 415 800 300 296 300 500 298 298 300 300 300 .3 811 80 300 302 370 300 302 .5 100 304 302 3 60 302.9 130 610 950 304 302 50 305 300 303 50 306 301 304 300 1275 1540 410 1150 1205 300 1275 1375 160 80 180 330 70 180 100 360 630 6 60 306 302.9 308 320 580 50 230 435 560 100 145 365 425 325 294 500 296 300 300 298 302 150 296 303 350 297.6 304 100 302 304 65 60 302 304 50 304 299.8 304 50 305 300.3 305 1276 1165 1225 1320 1410 95 181 85 181 303.5 370 710 11.2 303.5 310 780 405 670 290 440 710 220 390 455 294 295 302 295.75 304 296 297.6 302.9 298 306 299.2 302.9 304 304 300 306 303 300 305 304 301 306 PAGE 10 1304 1166 1540 1321 1695 115 105 390 850 298.8 415 800 340 445 740 265 400 515 26MAY97 09:04:38 PAGE 11 X1 2.94 17 330 400 50 50 50 GR 308 0 307 70 306 160 305 205 304 270 GR 303 300 302 330 301 360 300.5 380 301 390 GR 302 400 303 410 304 420 305 450 306 480 GR 307 510 308 550 NC . 1 .3 X1 2.97 15 225 285 150 160 180 GR 308 0 307 55 306 120 305 160 304 225 GR 303 240 302 255 301.4 263 302 270 303 285 GR 304 300 305 315 306 330 307 380 308 435 X1 3.01 13 235 310 180 180 180 GR 308 0 307 80 306 205 305 235 304 240 GR 303 245 302 250 303 275 304 295 305 315 GR 306 330 307 380 308 500 X1 3.03 11 200 280 160 120 140 GR 309 0 308 100 307 200 306 210 305 215 GR 304 225 305 245 306 260 307 280 308 520 GR 309 580 261'.AY97 09:04:38 PAGE 12 T1 HYDRAULIC ANALYSIS OF BEE CREEK TRIB. "B"(SllMP HYDRAULIC DATA) T2 PROFILE EXTENSION TO PROPERTY LINE -25 YEAR STORM FUTURE CONDITION T3 \JAYNE SMITH LITTLE LEAGUE PARK PROPOSED CHANNEL MODIFICATIONS J1 !CHECK INQ NINV IDIR STRT METRIC HVINS Q IJSEL FQ 0 3 0 0 0 0 0 0 262.98 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC IBIJ CHNIM !TRACE 2 0 -1 0 0 0 0 0 0 0 26MAY97 09:04:38 PAGE 13 T1 HYDRAULIC ANALYSIS OF BEE CREEK TR I B. "B" ( SllMP HYDRAULIC DATA) T2 PROFILE EXTENSION TO PROPERTY LINE · 50 YEAR STORM FUTURE CONDITION T3 I.JAYNE SMITH LITTLE LEAGUE PARK PROPOSED CHANNEL MODIFICATIONS J1 I CHECK INC NINV !DIR STRT METRIC HVINS Q IJSEL FQ 0 4 0 0 0 0 0 0 263.28 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC I BIJ CHNIM !TRACE 3 0 -1 0 0 0 0 0 0 0 26MAY97 09:04:38 PAGE 14 T1 HYDRAULIC ANALYSIS OF BEE CREEK TRIB. "B"(SllMP HYDRAULIC DATA) T2 PROFILE EXTENSION TO PROPERTY LINE -1DO YEAR STORM FUTURE CONDITION T3 llAYNE SMITH LITTLE LEAGUE PARK PROPOSED CHANNEL MODIFICATIONS J1 !CHECK INQ NINV !DIR STRT METRIC HVINS Q llSEL FQ 0 5 0 0 0 0 0 0 263.69 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN AL LDC 1811 CHNIM !TRACE 15 0 -1 0 0 0 0 0 0 0 26MAY97 09:04:38 PAGE 15 THIS RUN EXE CU TED 26MAY97 09:05:03 ************************************ HEC-2 WATER SURFACE PROFILES Ve r sion 4.6.2; May 1991 *********************************** OTE -ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST YNE SMITH LITTLE LEAGUE SUMMARY PRINTOUT TABLE 150 * * * * * * * * * * * SECNO 0 .070 0 .070 0.070 0.070 0.130 0.130 0.130 0.130 0. 150 0. 150 0.150 0. 150 0. 151 0. 151 0. 15 1 0. 151 0.154 0. 154 0.154 0. 154 0.155 0 .155 0. 155 0. 155 0. 170 0 .1 70 0 .1 70 0.170 XLCH 0 .00 0.00 0.00 0.00 300.00 300.00 300.00 300.00 100.00 100.00 100.00 100.00 1.00 1.00 1.00 1.00 40 .00 40.00 40.00 40.00 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 ELTRD 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 264.60 264.60 264.60 264.60 264.60 264.60 264.60 264.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 0.00 0.00 0 .00 0 .00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 262.72 262.72 262.72 262.72 262.72 262.72 262.72 262.72 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 ELM IN Q 254.00 3759.00 254.00 4513.00 254.00 5040.00 254.00 5678.00 254.50 3759.00 254.50 4513.00 254.50 5040.00 254 .50 5678.00 254.72 3759 .00 254.72 4513.00 254.72 5040.00 254.72 5678.00 254.72 3759.00 254.72 4513.00 254.72 5040.00 254.72 5678.00 254.72 3759.00 254.72 4513.00 254 .72 5040.00 254.72 5678.00 254.72 3759.00 254.72 4513.00 254.72 5040.00 254.72 5678.00 254.80 3759 .00 254.80 4513.00 254.80 5040.00 254.80 5678.00 CWSEL 263. 12 263.44 263.70 263.96 265. 17 265.59 265.81 266.08 265.27 265.68 265.89 266. 14 264.63 264.68 264.59 264.42 267 .51 268.61 269.40 270.44 267.48 268.57 269.36 270 .41 267.63 268.72 269.49 270.51 CRIWS 263.12 263.44 263. 70 263.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 262.25 262.72 262.72 262.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 EG 264.25 264.64 264.87 265 . 14 265.61 266 . 10 266.37 266.68 265.98 266.54 266.87 267 .24 266.63 10*KS 100.02 103.26 99.10 98.08 20 .32 22.42 24.39 26. 15 27.44 31 .88 35.52 39.20 494 .87 267.57 713.24 268.19 889.62 268.99 1129.11 267.68 55.15 268. 71 269.47 270.49 267.71 268.75 269.51 270.52 26 7.81 268.84 269 .58 270.57 27.77 18.15 11 .08 7.96 6. 19 5.03 3.81 9.14 6.05 4.55 3. 12 VCH AREA .01K 9 .20 634.26 375.86 9.75 763.48 444 .11 9 .86 876.43 506.29 10.11 994.26 573.33 5.86 979.33 833.95 6.37 1160.23 953.07 6.76 1264.05 1020.57 7.14 1399.94 1110.40 6.91 7 .70 8.26 8.85 11.36 13.64 15.23 17. 16 4 .03 658.76 717.63 769 .45 799.27 835.25 845.61 924.92 906.86 331 .08 168.98 331 .39 168.99 331 .02 168.98 331 .02 168 .98 1261.08 506.19 3.12 1896.85 856.40 2 .67 2379.65 1183.17 2.23 3026.63 1706.06 4 .37 1533 .22 1331.97 4.12 2157.73 1813.93 3.88 2647.10 2246.28 3 .57 3295 .54 2909.55 4 .35 1880.50 1243.05 3 .80 2743 .09 1834.23 3.45 3426.71 2362.07 3.02 4409 .13 3213.69 * * * * * * * * * * * * * * * * * * * * 26MAY97 SECNO 0.210 0.210 0.210 0.210 0.270 0.270 0.270 0.270 0.330 0.330 0.330 0.330 0.380 0.380 0.380 0.380 0.440 0.440 0.440 0.440 0.510 0.510 0.510 0.510 0.550 0.550 0.550 0.550 0.630 0.630 0.630 0 .630 0.660 0.660 0.660 0.660 0 .680 0.680 0.680 0 .680 09:04:38 XLCH 200.00 200.00 200 .00 200.00 300.00 300.00 300.00 300.00 350.00 350.00 350.00 350.00 230.00 230.00 230.00 230.00 350.00 350.00 350.00 350.00 345.00 345.00 345.00 345.00 200.00 200.00 200.00 200.00 450.00 450.00 450.00 450.00 140.00 140.00 140.00 140.00 100.00 100.00 100 .00 100.00 ELTRD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELMIN 256.00 256.00 256.00 256.00 257.00 257.00 257. 00 257.00 Q 3759.00 4513.00 5040.00 5678.00 3759.00 4513.00 5040.00 5678.00 CllSEL 267.84 268.83 269.57 270.56 268. 14 269.09 269.79 270.74 258.00 3759.00 268.28 258.00 4513.00 269.20 258.00 5040.00 269.89 258.00 5678.00 270.82 259.00 3320.00 268.64 259.00 3986.00 269.48 259.00 4451.00 270.12 259.00 5016.00 270.99 260.00 3320.00 268.71 260.00 3986.00 269.52 260.00 4451.00 270. 15 260.00 5016.00 271.02 260.75 3320 .00 260.75 3986.00 260.75 4451.00 260.75 5016.00 261.00 3320.00 261.00 3986 .00 261.00 4451.00 261.00 5016.00 262.00 262.00 262.00 262.00 264.03 264.03 264.03 264.03 3262.00 3918.00 4379.00 4936.00 3262.00 3918 .00 4379.00 4936.00 264.10 3262.00 264.10 3918.00 264.10 4379.00 264.10 4936.00 269. 19 269.93 270.48 271. 25 269.17 269.82 270.33 271.09 270.52 271.16 271.58 272.12 272.07 272.47 272.69 272.96 271.89 272.88 273.56 274.37 CRlllS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 268.83 270.56 0.00 0 .00 0 .00 0.00 0.00 0.00 271.89 272.88 273 .56 274.37 EG 267.99 268.97 269.69 270.67 268.21 269 .15 269.84 270 .78 268.54 269 .41 270.06 270.95 268 . 71 269.54 270.17 271.03 268.96 269.76 270.35 271.16 269.35 270.07 270.61 271.36 269.76 270.48 270.98 271.67 271.51 272.04 272.37 272.77 272.45 272.84 273.07 273.34 275 .80 277.32 278.33 279. 52 10*KS 8.80 7 .09 6.05 4 .88 4.86 3.87 3.25 2.54 13.32 10.32 8.36 6.11 3.16 2.58 2.19 1. 73 14.04 11.26 9.03 6.30 8.49 7. 15 6.06 4.65 27.16 26.64 24.70 20.08 51.51 43.65 37.94 30 .48 55.83 48.64 45.36 41.63 118.06 114 .34 111 .29 107.63 PAGE 16 VCH AREA .01K 3.92 1671.01 1267.10 3.80 2088 .48 1695 .01 3.69 2403.63 2048.64 3.52 2832.69 2570.75 3.03 2528.60 1705.99 2.90 3233.62 2294.58 2.78 3768.66 2797.43 2.60 4504.22 3565.65 4.76 1376.58 1029.93 4.50 1886.87 1404.83 4.25 2321.83 1743.12 3.86 2954.75 2297.10 2.61 2448.52 1869.03 2 .52 3080. 17 2482.35 2.44 3577.26 3006.25 2 .29 4269.48 3815.53 4.36 1026.82 886.16 4.27 1416.01 1187.72 4 .07 1805.28 1481.52 3.68 2377.46 1998. 10 3.40 1325.79 1139. 11 3.38 1714.96 1490.57 3.29 2051.07 1807 .98 3.09 2584 .95 2326.25 6.20 6.58 6.66 571 .38 637.09 688.40 772.23 805.07 895.55 6.43 1069.95 1119.50 8 .13 8 .04 7.83 7.40 5.04 5.06 5.14 5.22 15 .86 16.91 17.53 18.21 507.42 739.95 926.26 1197. 94 726.36 891.76 1002.47 1148.19 454.50 593.03 710.94 894 .11 436.55 561 . 75 650.16 765 .06 205.64 300.22 231. 75 366 .40 249.77 415.10 271.08 475.79 * * * * * * * * * * * * * * * * * * * * * * * * 26MAY97 SECNO 0.681 0.681 0.681 0.681 0.690 0.690 0.690 0.690 0 .691 0.691 0.691 0.691 0.710 0. 710 0.710 0.710 0.730 0.730 0.730 0.730 0.800 0.800 0.800 0.800 0.870 0.870 0.870 0.870 0.960 0.960 0.960 0.960 1 .030 1.030 1.030 1.030 1 .031 1 .031 1 .031 1 .031 09:04:38 XLCH 1.00 1.00 1.00 1.00 70.00 70.00 70.00 70.00 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 400.00 400.00 400.00 400.00 350.00 350.00 350.00 350.00 450.00 450.00 450.00 450.00 375.00 375.00 375. 00 375.00 10.00 10.00 10.00 10.00 ELTRO 276.43 276.43 276.43 276.43 276.43 276.43 276.43 276.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 272.10 272.10 272. 10 272. 10 272. 10 272. 10 272. 10 272. 10 0.00 ELMIN Q 264.10 3262.00 264.10 3918.00 264.10 4379.00 264.10 4936.00 264.10 3262.00 264.10 3918.00 264.10 4379.00 264.10 4936.00 264.10 3262.00 CllSEL 272. 10 272. 10 279.49 280.97 272.61 272.84 279.58 281.00 278.06 0.00 264.10 3918.00 280.71 0.00 264.10 4379.00 279.82 0.00 264.10 4936.00 281.08 0.00 263.71 3262.00 278.07 0.00 263.71 3918.00 280.71 0.00 263.71 4379.00 279.83 0.00 263.71 4936.00 281.08 0.00 263.80 3262.00 278.07 0.00 263.80 3918.00 280.71 0.00 263.80 4379.00 279.83 0.00 263.80 4936.00 281.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 263.90 263.90 3262.00 3918.00 263.90 4379.00 263.90 4936.00 266.00 3262.00 266.00 3918.00 266.00 4379.00 266.00 4936.00 265.00 265.00 265.00 265.00 266.00 266.00 266.00 266.00 3203.00 3850.00 4306.00 4855.00 3203.00 3850.00 4306.00 4855.00 266.31 3203.00 266.31 3850.00 266.31 4306.00 266.31 4855 .00 278.08 280.72 279.84 281.09 278. 10 280.72 279.85 281.09 278. 16 280.75 279.90 281. 14 278.28 280.80 280.00 281 .21 278.20 280.78 279.94 281. 18 CRillS 272.10 272.10 278.30 278.44 272.10 272. 10 0.00 0 .00 0.00 EG 276.30 278.15 279. 70 281 .04 276.81 278.90 279.77 281.06 278.07 272.89 280 .71 0 .00 279.83 0.00 281 .08 0.00 278.07 0.00 280. 71 0.00 279.83 0.00 281.09 0.00 278.07 0.00 280 .71 0.00 279.83 0.00 281 .09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 278.09 280.72 279.85 281.10 278. 14 280.74 279.88 281 .12 278.24 280.79 279.97 281. 19 278.37 280.85 280.08 281.28 278.46 280.88 280. 14 281.32 10*KS 73.38 105.86 9.22 3.34 73.38 105.86 8.47 3.28 0.42 0.17 0.31 0.23 0. 14 0.06 0. 11 0.08 0.38 0. 15 0.28 0.21 0. 71 0.26 0.50 0.35 1 .53 0.75 1.31 1.04 2.92 1 .38 2.43 1.88 3.78 1.80 3. 12 2.45 11.56 4.05 7.89 5.27 PAGE 17 VCH AREA .01K 16.44 199.20 380.80 19.75 199.20 380.80 5.91 2434.88 1442.29 3.89 4015.14 2699.74 16.44 19. 75 5.70 3.86 199.20 199.20 380.80 380.80 2526.69 1504.28 4045.82 2726.59 1.40 6270.00 5014.50 0 .99 10112.87 9528.58 1.30 8767.12 7831.51 1. 18 10691.75 10305 .65 0.57 8274.89 8608.08 0.45 13832.42 15815.37 0.57 11803.29 13110.66 0.54 14757.42 17073.82 0.97 6465.97 5316.57 0.72 10509.79 9956.21 0.93 9122.75 8224.43 0.86 11107.76 10742.06 1.39 0.98 5334.52 3883.01 9475.92 7635.33 1.29 7967.28 6203.11 1. 15 10156.33 8302.37 1.97 2883.02 2636.17 1.60 4453.53 4512.51 2.02 3897 . 16 3823.80 1.92 4704.73 4831.07 2.72 1996.50 1872.86 2.15 3311.10 3281.83 2.74 2837.06 2759.86 2.56 3541.84 3541. 13 3.10 1921.63 1646. 74 2.45 2996.96 2871.15 3. 10 2636.11 2439.50 2.92 3185.65 3104.06 4.57 1075.11 942.04 3.23 2193.76 1912.07 4.28 1781.65 1532.93 3.78 2397.64 2113.97 * * * * * * * * * * * * * * * * * * * * * 26MAY97 SECNO 1.040 1.040 1.040 1.040 1.041 1.041 1.041 1.041 1.050 1.050 1.050 1.050 1.051 1. 051 1.051 1.051 1.052 1.052 1.052 1.052 1.055 1.055 1.055 1.055 1.110 1 .110 1.110 1. 110 1 .130 1.130 1 .130 1 .130 1.150 1.150 1.150 1.150 1.170 1.170 1.170 1.170 09:04:38 XLCH 40.00 40.00 40.00 40.00 1.00 1.00 1.00 1.00 47.00 47.00 47.00 47.00 1.00 1.00 1.00 1.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 300.00 300.00 300 .00 300.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 ELTRD 0 .00 0.00 0.00 0.00 276.86 276.86 276 .86 276.86 276.86 276.86 276.86 276.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 0.00 0.00 0.00 0.00 276.03 276.03 276.03 276.03 276.03 276.03 276.03 276.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 ELM IN Q 266.30 3203 .00 266.30 3850.00 266.30 4306.00 266 .30 4855.00 266.30 266.30 266.30 266.30 266.30 266.30 266.30 3203.00 3850.00 4306.00 4855.00 3203.00 3850.00 4306.00 266.30 4855.00 266.30 3203.00 266.30 3850.00 266.30 4306.00 266.30 4855.00 267.23 267.23 267.23 267.23 3203.00 3850.00 4306.00 4855.00 267.40 3203.00 267.40 267.40 267.40 3850.00 4306.00 4855.00 268.50 3203.00 268.50 3850.00 268.50 4306.00 268.50 4855.00 269.00 3203.00 269.00 3850.00 269.00 4306.00 269.00 4855.00 270.08 3203.00 270.08 3850.00 270.08 4306.00 270.08 4855.00 270.47 1263.00 270.47 1519.00 270.47 1702.00 270.47 1921.00 C\ISEL 278.21 280.78 279.95 281. 18 277.97 280.80 279.93 281.23 278.99 280.91 280.25 281.36 279.22 280.90 280.26 281.34 279.32 280.97 280.37 281.42 279.39 281.00 280.43 281.46 279.38 281.02 280.46 281.50 279.69 281.15 280.72 281.65 279.92 281.32 280.97 281.86 279.35 280.58 279.91 280.66 CRlllS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EG 278.53 280.91 280.19 281 .35 278.77 280.91 280.21 281.36 279 .36 281.02 280.46 281.48 279.41 281.02 280.47 281 .50 279.44 281 .05 280.50 281.52 279.46 281.05 280.52 281.53 279.70 281.20 280.76 281. 71 279.85 281.28 280.90 281.81 279 .98 281.35 281.01 28 1 .89 280.79 282.18 282.23 283.19 10*KS 9.01 3.70 6.93 4.88 145.65 21.97 56 .32 25.24 68.55 20.17 43 .04 23.01 5.52 3.49 6 .00 4.54 5. 10 3.02 5.14 3.81 2.44 1. 72 2. 74 2 .25 17.81 8.63 15.58 10.18 10.54 6.63 10 .51 8 .16 8.55 2 .71 4.74 2 .69 47.10 44.02 69.61 68.72 PAGE 18 VCH AREA .01K 5 .17 1128.32 1066.86 3.78 2245.18 2001 .10 4 .97 1834.64 1635.51 4.41 2451.11 2198.64 7.54 3.45 5.28 3 .78 5.51 3.33 4.69 535.27 1646.92 1217.98 1865.55 828.46 1702.79 1371.83 265.40 821.31 573.76 966.33 386.87 857.27 656.34 3.64 1931.43 1012.22 4.27 1495.47 1363.33 3 .69 2308.97 2061.41 4.69 1978.51 1758.24 4.29 2533 .09 2279.52 3.12 2. 70 3.38 3.12 1606.34 1418.21 2493.27 2214.72 2141.33 1899.55 2798.33 2486 .89 2.22 1904.54 2050.02 2.08 2.53 2 .45 5.13 2708.04 2939 .43 2405.49 2602.5 1 2971.80 3235.72 972.05 758.91 4.08 1679.62 1310.43 5.26 1407.38 1090.80 4.59 1934. 73 1521. 75 3.95 1169.51 986 .38 3.53 1673.75 1495.53 4.30 1510.26 1327.98 4.06 1870.98 1699 .98 2 .17 1902.09 1095.55 1.43 3609.83 2338.79 1 .83 3179.63 1977 .59 1.50 4285.39 2961 .75 9.64 10.17 12.21 12. 77 131.02 184 .04 149 .35 228.94 139.36 204 .00 150.44 231 .73 * * * * * * * * * 26MAY97 SECNO 1. 171 1. 171 1. 171 1.171 1.190 1.190 1.190 1.190 1.191 1. 191 1. 191 1. 191 1.210 1.210 1.210 1.210 1. 211 1.211 1.211 1.211 1.250 1.250 1.250 1.250 1.300 1.300 1.300 1.300 1.340 1.340 1.340 1.340 1.400 1.400 1.400 1.400 1.490 1.490 1.490 1.490 09:04:38 XLCH 1.00 1.00 1.00 1.00 129.00 129.00 129.00 129.00 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 10.00 10.00 10.00 10.00 190.00 190.00 190.00 190.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 310.00 310.00 310.00 310.00 475.00 475.00 475.00 475.00 ELTRO 277.83 277.83 277.83 277.83 277.83 277.83 277.83 277.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 276.56 276.56 276.56 276.56 276.56 276.56 276.56 276.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELM IN 270.47 270.47 270.47 270.47 270.47 270.47 270.47 Q 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702. 00 270.47 1921.00 270.47 1263.00 270.47 1519.00 270.47 1702.00 270.47 1921.00 269.19 1263.00 269.19 1519.00 269.19 1702.00 269. 19 1921.00 271.00 1263.00 271.00 1519.00 271.00 1702.00 271.00 1921.00 274.00 1263.00 274.00 1519.00 274.00 1702.00 274.00 1921.00 274.50 1263.00 274.50 1519.00 274.50 1702.00 274.50 1921.00 275 .00 275 .00 275 .00 275 .00 276.00 276.00 276.00 276.00 1263.00 1519.00 1702.00 1921. 00 1263.00 1519.00 1702.00 1921.00 277.00 1263.00 277.00 1519.00 277.00 1702.00 277.00 1921.00 CllSEL 279.07 282.65 282.91 283.94 281.74 282.67 282.93 283.95 281.26 282.06 282. 18 283.95 282.53 283.65 284.13 283.95 282.52 283.64 284.13 283.95 282.54 283.65 284.14 283.96 282.56 283.67 284.15 283.98 282.59 283.70 284.18 284.02 282.69 283. 75 284.22 284.08 282.89 283.88 284.34 284.25 CRillS 276.56 0.00 280.19 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EG 281.08 282.66 282.92 283.95 281.76 282.68 282.93 283.95 282.23 283.28 283.68 283.95 282.53 283.65 284.13 283.95 282.53 283.65 284.13 283.96 282.54 283.66 284.14 283.97 282.57 283.68 284.16 284.00 282.62 283.71 284.19 284.04 282.72 283.78 284.25 284.12 282.97 283.93 284.39 284.31 10*KS 62.47 1.04 1.00 0.52 2.03 1.02 0.99 0.51 24.46 27.80 33.71 0.09 0.07 0.05 0.05 0.07 0.53 0.45 0.45 0.62 0.58 0.42 0.40 0.56 1.39 1.04 1.02 1.41 2.82 1.68 1.49 2.12 3.47 2.32 2. 15 2.99 8 .12 5.05 4.34 5.97 PAGE 19 VCH AREA .01K 12.50 235.84 159.80 1.62 2718.58 1487.32 1.58 2994.38 1698.78 0.98 4208.90 2668.41 2.25 1838.22 886.83 1.60 2737.69 1501.73 1.57 3008.79 1710.02 0.97 4223 .34 2680.36 7.92 159.47 255.36 8.86 171.43 288.09 9.83 173.23 293.14 0.56 8034.77 6349.74 0.34 6197.08 4839.99 0.32 7825.22 6704.35 0.33 8586.45 7610.73 0.38 8307.02 7272.95 0.98 2231.23 1732.43 0.96 2761.76 2276 .82 1.00 2998.33 2532.02 1.16 2911.44 2437.01 0.82 2599.64 1659.23 0.77 3371.93 2353.27 0.78 3725.32 2692.72 0.92 3593.90 2564.29 1. 19 1637.04 1072.64 1. 15 2058.36 1487.75 1.18 2250.15 1688.19 1.37 2181.40 1615.58 1.45 1257.55 752.08 1.28 1835.91 1172.53 1.27 2128.03 1394.0 1 1.49 2030.39 1319.33 1.47 918.47 678.22 1.39 1217.81 996.93 1.41 1367. 15 1162.08 1.64 1321.49 1110.86 2.26 682 .45 443. 13 2.04 1041.41 675.75 2.00 1252.78 816.68 2.32 1207.61 786 .1 0 * * * * * * * * * * * * * * * * * * * * * * 26MAY97 SEC NO 1.590 1.590 1.590 1.590 1.650 1.650 1.650 1.650 1.800 1.800 1.800 1.800 1.850 1.850 1.850 1.850 1.990 1.990 1.990 1.990 2.110 2.110 2. 110 2. 110 2.200 2.200 2.200 2.200 2.210 2.210 2.210 2.210 2.211 2.211 2.211 2.211 2.220 2.220 2.220 2.220 09 :04:38 XLCH 510.00 510.00 510.00 510.00 300.00 300.00 300.00 300.00 800.00 800.00 800.00 800.00 300.00 300.00 300.00 300.00 700.00 700.00 700.00 700.00 650.00 650.00 650.00 650.00 500.00 500.00 500.00 500.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 50.00 50.00 5G.OO 50.00 ELTRD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 ELLC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 289.00 289.00 289.00 289.00 289.00 289.00 289.00 289.00 ELM IN Q 278.00 1263.00 278.00 1519.00 278.00 1702.00 278.00 1921.00 280.00 280.00 280.00 280.00 280.50 280.50 280.50 280.50 281.00 281.00 281.00 281.00 281.50 281.50 281.50 281.50 282.50 282.50 282.50 282.50 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 283.00 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1921.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851 .00 960.00 630.00 760.00 851.00 960.00 CWSEL 283.19 284.08 284.52 284.49 283.37 284.20 284.62 284.62 285.39 285.42 285 .58 285.79 286.83 287.21 287.41 287.61 288. 17 288.50 288.70 288.92 289.46 289.72 289.88 290.05 290. 13 290.43 290.61 290.81 290. 15 290.44 290.63 290.83 289.35 290.72 290.83 290.88 291.65 291 .30 291 .36 291.44 CRIWS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 285.08 285.42 285.58 285.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 287.91 290.72 290.83 290.88 0.00 0.00 0.00 0.00 EG 283.22 284.11 284.55 284.53 283.43 284.24 284.66 284.67 285.96 286.22 286.40 286.59 286.98 287.37 287.58 287 .81 288.38 288.70 288.90 289. 11 289.60 289.88 290.05 290.23 290. 17 290.48 290.66 290.87 290.22 290.52 290. 71 290.91 291.02 290.98 291.05 291. 12 291.66 291.34 291.40 291.49 10*KS 3.42 2.55 2.39 3.11 16.76 8.37 6.64 8.44 76.80 106.94 108.36 105.32 17.80 17.89 18.69 19.90 22.84 21 .48 20.62 19.77 21. 75 22.93 23.92 24.99 5. 19 5.43 5.55 5.68 7 .21 7.71 7.94 8. 13 426.56 150.59 135 .30 148.67 9.23 30.81 33.29 34.53 PAGE 20 VCH AREA .01K 1.43 905.24 682.62 1 .40 1143.28 950.89 1.43 1285.50 1101.24 1.63 1274.28 1089.96 2.01 1.73 1 .68 1.90 6 .62 7.85 8.08 8 .19 3.04 3.23 3.40 3.61 3.81 3.90 3.95 4.00 3.81 4.08 4.27 4.47 1. 73 1.86 1.94 2.02 3.29 3.50 3.61 3.71 10.40 5.55 5.32 5.60 1.50 2.65 2.77 2.85 629.77 881.13 1020.42 1021.20 302.07 309.24 352.06 412.04 434.95 509.35 553.02 600.00 436.03 595.63 700.89 820. so 563.53 650.83 707.70 772.56 450.14 533.56 599.37 681.45 434.46 520.32 588.23 673.03 308.53 525.01 660.43 661.20 144.12 146.89 163.50 187 .18 299.39 359.17 393.72 430.68 264.26 327.76 374.78 432.02 270.79 317.24 347.99 384.24 276.44 326.12 361.19 402.78 234.55 273.62 302.08 336.59 60.60 30.50 281.04 61 .93 330.42 73.16 353.88 78. 73 805 .10 207.36 573 .60 136. 92 610 .13 147.49 663.68 163.36 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 26MAY97 SECNO 2.221 2.221 2.221 2.221 2.230 2.230 2.230 2.230 2.270 2.270 2.270 2.270 2.340 2.340 2.340 2.340 2.460 2.460 2.460 2.460 2.470 2.470 2.470 2.470 2.471 2.471 2.471 2.471 2.480 2.480 2.480 2.480 2.481 2.481 2.481 2.481 2.490 2.490 2.490 2.490 09:04:38 XLCH 1.00 1.00 1.00 1.00 50.00 50.00 50.00 50.00 200.00 200.00 200.00 200.00 375.00 375.00 375.00 375.00 610.00 610.00 610.00 610.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 60.00 60.00 60.00 60.00 1.00 1.00 1.00 1.00 50.00 50.00 50.00 50.00 ELTRD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 296.00 296.00 296.00 296.00 296.00 296.00 296.00 296.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 296.00 296.00 296.00 296.00 296.00 296.00 296.00 296.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELMIN 283.00 283.00 283.00 283.00 284.00 284.00 284.00 284.00 284.00 284.00 284.00 284.00 285.00 285.00 285.00 285.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.50 290.50 290. 50 290.50 Q 630.00 760.00 851 .00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 CIJSEL 291 .65 291 .32 291 .37 291 .46 291.66 291 .34 291.40 291 .48 291 .69 291 .39 291.46 291.55 291 .72 291 .45 291 .53 291 .64 292.95 293. 16 293.27 293.39 295. 18 295.75 296.09 296.91 296.93 298.35 298.93 297.04 297.29 298.36 298.93 297.53 297.34 298.37 298.94 297.58 297.34 298.37 298.94 297.58 CRllJS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 292.95 293. 16 293.27 293.39 295. 18 295. 75 296.09 296.91 296.93 296.97 0.00 297.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EG 291.66 291.34 291.41 291.49 291.67 291.36 291.43 291.52 291 .69 291.41 291 .48 291 .58 291. 75 291 .51 291.60 291. 72 293.54 293.76 293.89 294.04 297.28 298. 12 298.67 296.92 297. 14 298.35 298.93 297.34 297.33 298.37 298.94 297.58 297.34 298.37 298.94 297.59 297.34 298.37 298.94 297.59 10*KS 1 .40 3.00 3.52 4.09 1 .81 4.08 4. 71 5.36 0. 72 1 .34 1 .58 1 .86 3. 16 5.86 6.84 7.92 301.76 290.56 292.00 294.60 394.52 374.96 371.80 2.39 58.84 2. 10 1 .03 92.53 17. 14 2.02 1 .02 19.68 0.62 0.31 0.23 1.09 0.27 0. 16 0. 12 0.51 VCH 1 .65 2.35 2.56 2.77 0.94 1.31 1 .43 1.55 0.79 1 .03 1.13 1 .24 1.49 1 .94 2.13 2.33 6. 17 6.20 6.32 6.47 11.63 12.35 12.89 1. 14 5.37 1.24 0.93 6.85 3.07 1 .22 0.93 3.41 PAGE 21 AREA 1150.46 926. 12 961. 78 1013.22 856. 11 702.54 729.04 767.11 962.45 865.81 888.72 920.07 456.02 415.85 427.40 442.91 102.16 122.56 134.66 148.39 54. 16 61.55 66.04 1493.19 389.82 1613.22 2172.39 467.27 663.21 1632.62 2177.37 867.51 .OH: 531 .50 438.79 453.35 474.46 468.31 376 . 17 392.01 414.81 741 .53 657.48 677.31 704.55 354.32 313.92 325.50 341. 10 36.27 44.59 49.80 55.93 31.72 39.25 44. 13 620.91 82. 13 524.83 838. 10 99.80 152. 19 534.64 841.17 216.41 0.61 1823. 77 801 .56 0.47 2754.81 1372.25 0.43 3299.27 1778.70 0.83 2032.57 920.24 0.53 1745.51 1209.03 0.45 2986.41 1909.63 0.42 3728.20 2434.12 0.75 2001 .78 1345.83 * * * * * * * * * * * * * * * * * * * * * 26MAY97 SECNO 2.560 2.560 2.560 2.560 2.630 2.630 2.630 2.630 2.720 2.720 2. 720 2.720 2.780 2.780 2.780 2.780 2.810 2.810 2.810 2.810 2.880 2.880 2.880 2.880 2.900 2.900 2.900 2.900 2.910 2.910 2.910 2.910 2.920 2.920 2.920 2.920 2.930 2.930 2.930 2.930 09:04:38 XLCH 400.00 400.00 400.00 400.00 325.00 325.00 325.00 325.00 500.00 500.00 500.00 500.00 300.00 300.00 300.00 300.00 150.00 150.00 150.00 150.00 350.00 350.00 350.00 350.00 100.00 100.00 100.00 100.00 60.00 60.00 60.00 60.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 ELTRO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 302.90 302.90 302.90 302.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELLC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELM IN 292.00 292.00 292.00 292.00 294.00 294.00 294.00 294.00 295.00 295.00 295.00 295.00 295.75 295. 75 295.75 295. 75 296.00 296.00 296.00 296.00 297.60 297.60 297.60 297.60 298.00 298.00 298.00 298.00 299.20 299.20 299.20 299.20 299.80 299.80 299.80 299.80 300.30 300.30 300.30 300.30 Q 630.00 760.00 851.00 960.00 630.00 760.00 851. 00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 498.00 619.00 706.00 811.00 CllSEL 297.29 298.35 298.93 297.50 297.94 298.56 299.05 298 .38 299.34 299.40 299.56 299.84 300.19 300.42 300.59 300.80 300.38 300.62 300.79 300.99 498.00 300.72 619.00 301.01 706.00 301.21 811.00 301.44 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 300.81 301.09 301.27 301.48 303.20 303.44 303.55 303.66 303.19 303.43 303.53 303.65 303.18 303.42 303.52 303.63 CRillS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EG 297.38 298.39 298.95 297.67 298.00 298.61 299.08 298 .46 299.47 299.58 299.74 300.02 300.30 300.56 300.74 300.96 300.51 300.80 300.99 301.23 300.97 301.32 301.54 301.80 301.33 301. 71 301.97 302.25 303.22 303.47 303.58 303. 70 303.24 303.49 303.61 303.73 303.30 303.56 303.68 303.82 10*KS 14.46 4.70 2.87 24.69 26. 17 10.52 5.97 23.94 33.05 44.92 45.97 41.67 23.51 24.80 25.02 24.32 7.82 9.35 10.28 11. 21 21. 72 22.28 22.31 22.14 23.48 25.30 26.35 27.37 0.77 0.86 0.93 1.05 2.29 2.38 2.62 2.90 23.12 22.92 24.86 27.20 PAGE 22 VCH AREA .01K 2.64 355.79 165.68 1.83 763.04 350.49 1.56 1011.13 502.20 3 .61 423.06 193.18 2.05 1.65 1.45 2.33 2.88 3.38 3.48 3.41 2.74 3.00 3.14 3.26 2.91 3.35 3.63 3.94 4.11 4.50 4 .72 4.95 5.81 6.35 6.69 7.05 1. 17 1.31 1.40 1.54 1.94 2. 11 2.28 2.47 2.84 3.08 3.32 3.60 307.81 123.16 479.77 234.27 654 .16 348.22 421.49 196.19 218.40 109.59 224.79 244. 73 281.43 230.94 257.02 277.36 305.89 172.15 188.00 199.70 214.26 113.40 125.51 148.72 129.92 152.60 170.14 194.66 178.13 202.43 220.20 242.18 127.47 106.85 149.83 131.14 166.64 149.46 187.97 172.34 85 .78 102.78 97.53 123.07 105.59 137.53 115.05 155.01 452.25 508.76 585.55 622.03 321.08 388.76 421.81 460.26 183.12 212.38 567. 13 669.16 732 .86 789.60 328.84 401.64 436.34 476.33 103.56 129.30 226.12 141.60 241.46 155.50 26MAY97 09:04:38 PAGE 23 SECNO XLCH ELTRO ELLC ELM!N Q CllSEL CR!llS EG 10*KS VCH AREA .01K 2.940 50.00 0.00 0.00 300.50 498.00 303.28 0.00 303 .42 20 .34 3.14 179.95 110.43 2.940 50.00 0.00 0.00 300.50 619.00 303.52 0.00 303.68 21.02 3.42 209.50 135.02 2.940 50.00 0.00 0.00 300.50 706.00 303.62 0 .00 303.82 22.95 3.69 224.01 147.38 2.940 50.00 0.00 0.00 300.50 811. 00 303. 74 0.00 303 .97 25.21 3.99 240.37 161.52 * 2.970 180.00 0.00 0.00 301.40 498.00 303.81 303 .81 304.44 158.44 6.44 80.66 39.56 * 2.970 180.00 0.00 0.00 301.40 619.00 304.04 304.04 304. 72 148.37 6.73 97.29 50.82 * 2.970 180.00 0.00 0.00 301.40 706.00 304.18 304. 18 304.90 139.10 6.93 109.33 59.86 * 2.970 180.00 0.00 0.00 301.40 811.00 304.35 304.35 305 .10 128.04 7.10 125.76 71.67 * 3 .010 180.00 0.00 0.00 302.00 498.00 305.25 0.00 305.45 26.86 3.67 146.67 96.09 * 3.010 180.00 0.00 0.00 302.00 619.00 305.50 0.00 305. 74 27.88 4.02 170.83 117.23 * 3.010 180.00 0.00 0.00 302.00 706.00 305.66 0.00 305.92 28.63 4 .25 187.67 131.96 * 3.010 180.00 0.00 0.00 302.00 811.00 305.82 0.00 306.12 29.85 4.53 206.45 148.44 * 3.030 140.00 0 .00 0.00 304.00 498.00 306.40 306.40 307.04 170.70 6.42 77.58 38.12 * 3.030 140.00 0.00 0.00 304.00 619.00 306.65 306.65 307.33 163 .18 6.61 93.70 48.46 * 3.030 140.00 0.00 0.00 304.00 706.00 306.79 306.79 307.51 164.42 6.82 103.52 55.06 * 3.030 140.00 0.00 0.00 304.00 811.00 306.92 306.92 307. 71 170 .66 7 .14 113.63 62.08 26MAY97 09:04:38 AYNE SMITH LITTLE LEAGUE SUMMARY PRINTOUT TABLE 150 * * * * * * * * * * * * .. * * * * * * * SEC NO 0.070 0.070 0.070 0.070 0.130 0.130 0.130 0.130 Q 3759.00 4513.00 5040.00 5678.00 3759.00 4513.00 5040.00 5678.00 0.150 3759.00 0.150 4513.00 0.150 5040.00 0.150 5678.00 0.151 3759.00 0.151 4513.00 0. 151 5 040 . 00 0.151 5678.00 0.154 3759.00 0.154 4513.00 0. 154 5040.00 0 . 154 5678.00 0.155 3759.00 0.155 4513.00 0. 155 5040.00 0.155 5678.00 0.170 0.170 0. 170 0.170 0.210 0.210 0.210 0.210 0.270 0.270 0.270 0 .270 3759.00 4513.00 5040.00 5678.00 3759.00 4513.00 5040.00 5678.00 3759.00 4513.00 5040.00 5678.00 CWSEL 263.12 263.44 263.70 263.96 265.17 265.59 265.81 266.08 265.27 265.68 265.89 266.14 264.63 264.68 264.59 264.42 267.51 268.61 269.40 270.44 267.48 268.57 269.36 270.41 267.63 268.72 269 .49 270.51 267.84 268.83 269.57 270.56 268. 14 269.09 269.79 270.74 OIFWSP 0.00 0.32 0.26 0.26 0.00 0.43 0.22 0.26 0.00 0.41 0.21 0.25 0.00 0.05 -0.09 -0.17 0.00 1.10 0.79 1.04 0.00 1.09 0.79 1.05 0.00 1.09 0.77 1.02 0.00 1.00 0.73 0.99 0.00 0.95 0.70 0.95 DI FWSX 0.00 0.00 0.00 0.00 2.04 2. 15 2.11 2.12 0.10 0.09 0.08 0.07 -0.64 -1.00 -1.30 -1. 73 2.88 3.94 4.81 6.02 -0.03 -0.04 -0.04 -0.03 0.15 0.15 0.13 0.11 0.20 0.12 0.08 0.04 0.31 0.26 0.22 0.19 DIFKWS 0.63 0.46 0.42 0.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPWID 385.69 420. 16 448.13 475.56 385.30 452.26 486.54 528.27 243.80 295.81 328.16 378. 73 123.84 149.98 116. 98 108.31 518.66 614.19 620.00 620.00 515.43 611.68 620.00 620.00 692.31 862.56 923.79 965.00 407.54 422.63 433.67 440.00 733.22 754.54 770.33 775.00 XLCH 0.00 0.00 0.00 0.00 300.00 300.00 300.00 300.00 100.00 100.00 100.00 100.00 1.00 1.00 1.00 1.00 40.00 40.00 40.00 40.00 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 200.00 200.00 200.00 200.00 300.00 300.00 300.00 300.00 PAGE 24 * * * * * * * * * * * * * * * * 26MAY97 09:04:38 SECNO Q 0.330 3759.00 0.330 4513.00 0.330 5040.00 0.330 5678.00 0.380 3320.00 0.380 3986.00 0.380 4451.00 0.380 5016.00 0.440 3320.00 0.440 3986.00 0.440 0.440 0.510 0.510 0.510 0.510 4451.00 5016.00 3320.00 3986.00 4451.00 5016.00 0.550 3320.00 0.550 3986.00 0.550 4451.00 0.550 5016.00 0.630 3262.00 0.630 3918.00 0 .630 4379.00 0 .630 4936.00 0.660 3262.00 0.660 3918.00 0.660 4379.00 0.660 4936.00 0.680 3262.00 0.680 3918.00 0.680 4379.00 0.680 4936.00 0.681 3262.00 0.681 3918.00 0.681 4379.00 0.681 4936.00 0.690 3262.00 0.690 3918.00 0.690 4379.00 0.690 4936.00 C\.ISEL 268.28 269.20 269.89 270.82 268.64 269.48 270. 12 270.99 268.71 269.52 270.15 271.02 269.19 269.93 270.48 271.25 269.17 269.82 270.33 271.09 270.52 271. 16 271.58 272.12 272.07 272.47 272.69 272.96 271.89 272.88 273.56 274.37 272.10 272. 10 279.49 280.97 272.61 272.84 279.58 281.00 DI Fl.ISP 0.00 0.92 0.69 0.93 0.00 0.84 0.63 0.87 0.00 0.82 0.63 0.87 0.00 0. 74 0.55 0.77 0.00 0.65 0.51 0.76 0.00 0.63 0.42 0.54 0.00 0.40 0.22 0 .27 0.00 0.99 0.68 0.81 0.00 0.00 7.39 1.48 0.00 0.23 6.74 1.42 DI F\.ISX 0.14 0.11 0.09 0.08 0.36 0.28 0.23 0.17 0.07 0.04 0.03 0.03 0.48 0.40 0.33 0.23 ·0.02 ·O. 11 ·O. 15 ·0.16 1.35 1.33 1.25 1.04 1.55 1.32 1 . 11 0.84 ·0.19 0.41 0.87 1.41 0.21 -0.78 5.93 6.60 0.51 0.74 0.09 0.02 DI FK\.IS TOP\.llD XLCH 0.00 508.05 350.00 0.00 600.14 350.00 0.00 668.71 350.00 0.00 680.00 350.00 0.00 727.03 230.00 0.00 769.25 230.00 0.00 795.00 230.00 0.00 795.00 230.00 0.00 392. 10 350.00 0.00 561.47 350.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 660.00 660.00 482.07 575.88 646.02 743.96 160.21 199.27 275.18 350.00 350.00 345.00 345.00 345.00 345.00 200.00 200.00 200.00 0.00 424.68 200.00 0.00 332.60 450.00 0.00 412.21 450.00 0.00 466.29 450.00 0.00 529.75 450.00 0 .00 381.61 140.00 0.00 459.50 140.00 0.00 521.24 140.00 0.00 586.50 140.00 0.00 0.00 0.00 0.00 0.00 0.00 26.40 26.40 26.40 26.40 383.42 383 .42 0. 00 14 71. 11 0.00 1545.47 0.00 501.39 0.00 557.78 0.00 1479.95 0 .00 1546.15 100.00 100.00 100.00 100.00 1.00 1.00 1.00 1.00 70.00 70.00 70.00 70.00 PAGE 25 * * * * * * * * * * * * * * * * * * * * * * * * 26MAY97 SEC NO 0.691 0.691 0.691 0.691 0.710 0.710 0.710 0.710 0. 730 0. 730 0.730 0.730 09:04:38 Q 3262.00 3918.00 4379.00 4936.00 3262.00 3918.00 4379.00 4936.00 3262.00 3918.00 4379.00 4936.00 0.800 3262.00 0.800 3918.00 0.800 4379.00 0.800 4936.00 0.870 3262.00 0.870 3918.00 0.870 4379.00 0.870 4936.00 0.960 0.960 0.960 0.960 1.030 1.030 1.030 1.030 3203.00 3850.00 4306.00 4855.00 3203.00 3850.00 4306.00 4855.00 1.031 3203.00 1.031 3850.00 1.031 4306.00 1.031 4855.00 1.040 3203.00 1.040 3850.00 1.040 4306.00 1. 040 4855. 00 1.041 3203.00 1.041 3850.00 1.041 4306.00 1.041 4855.00 CIJSEL 278.06 280.71 279.82 281.08 278.07 280. 71 279.83 281.08 278 .07 280. 71 279.83 281.08 278.08 280.72 279.84 281.09 278.10 280. 72 279.85 281.09 278.16 280.75 279.90 281. 14 278.28 280.80 280.00 281.21 278.20 280.78 279.94 281. 18 278.21 280.78 279.95 281. 18 277.97 280.80 279.93 281.23 OIFIJSP 0.00 2.65 ·0.89 1.26 0.00 2.64 ·0.88 1.26 0.00 2.64 ·0.88 1.26 0.00 2.64 ·0.88 1.25 0.00 2.62 ·0.87 1.25 0.00 2.59 ·0.85 1.24 0.00 2.52 ·0.81 1. 21 0.00 2.58 ·0.84 1.24 0.00 2.57 ·0.83 1.23 0.00 2.83 ·0.87 1.30 DIFIJSX 5.45 7.87 0 .24 0.08 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.00 0.01 0.00 0.06 0.03 0.05 0.04 0.12 0.05 0.10 0.07 -0.08 -0.03 -0.06 -0.03 0.02 0.00 0.01 0.01 -0.24 0.02 -0.02 0 .05 DIFKIJS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPIJID 1329.82 1538.63 1503.18 1548.20 1809.31 2395.81 2199.87 2480.00 1468.34 1593.80 1551.91 1611.52 XLCH 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 100.00 100.00 100 .00 100.00 0.00 1352.70 400.00 0.00 1787.86 400 .00 0.00 1642.74 400.00 0.00 1849.59 400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 539.44 657 .53 618.28 674.50 433.90 582.62 533.80 604.97 392.68 461.89 439.88 472.99 323.32 504.77 480.60 516.27 325.05 505. 10 481.05 516.72 307.11 505.50 480.26 517.81 350.00 350.00 350.00 350.00 450.00 450.00 450.00 450.00 375.00 375.00 375.00 375.00 10.00 10.00 10.00 10.00 40.00 40.00 40.00 40.00 1.00 1.00 1.00 1.00 PAGE 26 * * * * * * * * * * * * * * * * * * * * * 26MAY97 09:04:38 SEC NO Q 1.050 3203.00 1.050 3850.00 1.050 4306.00 1.050 4855.00 1.051 3203.00 1.051 3850.00 1 . 051 4306. 00 1.051 4855.00 1.052 3203.00 1.052 3850.00 1.052 4306.00 1.052 4855.00 1.055 3203.00 1.055 3850.00 1.055 4306.00 1. 055 4855. 00 1.110 3203.00 1. 110 3850.00 1.110 4306.00 1.110 4855 .00 1.130 3203.00 1.130 3850.00 1. 130 4306.00 1.130 4855.00 1. 150 3203.00 1.150 3850.00 1.150 4306.00 1.150 4855.00 1 . 170 1263. 00 1 . 170 1519. 00 1.170 1702.00 1 . 170 1921 . 00 1 . 171 1263. 00 1.171 1519.00 1 . 171 1702. 00 1.171 1921.00 1.190 1263.00 1.190 1519.00 1.190 1702.00 1 . 190 1921 . 00 CWSEL 278.99 280.91 280.25 281.36 279.22 280.90 280.26 281.34 279.32 280.97 280.37 281.42 279.39 281.00 280.43 281.46 279.38 281.02 280.46 281.50 279.69 281.15 280.72 281.65 279.92 281.32 280.97 281.86 279.35 280.58 279.91 280.66 279.07 282.65 282.91 283.94 281. 74 282.67 282.93 283.95 DIFWSP 0.00 1.92 -0.66 1 . 11 0.00 1.69 -0.64 1.08 0.00 1.65 -0.59 1.05 0.00 1.61 -0.56 1.02 0.00 1.65 -0.56 1.04 0.00 1.47 -0.44 0.93 0.00 1.41 -0.35 0.89 0.00 1.23 -0.66 0.74 0.00 3.59 0.26 1.03 0.00 0.93 0.26 1.02 DIFWSX 1.02 0. 11 0.32 0.13 0.22 -0.01 0.01 -0.02 0.11 0.06 0. 11 0.08 0.07 0.03 0.06 0.04 -0.01 0.03 0.03 0.05 0.31 0.13 0.26 0.14 0.23 0.17 0.26 0.22 -0.57 -0. 75 -1.06 -1 .21 -0.28 2.08 3.00 3.29 2.67 0.01 0.01 0.01 DIFKWS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPWID 396.60 508.67 489.57 521.46 421.66 508.73 489.66 521.27 457.53 644.16 551.68 696.98 440.59 557.34 516.49 590.66 XLCH 47.00 47.00 47.00 47.00 1.00 1.00 1.00 1.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 0.00 0.00 0.00 0.00 349.27 300.00 509.87 300.00 454.84 300.00 556.52 300.00 0.00 301. 77 0.00 386.38 0.00 361.23 0.00 414.70 0. 00 1166.08 0.00 1240.25 0.00 1226.79 0.00 1261.09 0.00 14.90 0.00 14.90 0.00 14.90 0.00 14.90 0.00 752.08 0.00 1480.86 0.00 1490. 76 0.00 1529.20 0.00 1434.23 0.00 1481.56 0.00 1491.27 0.00 1529.59 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00 1.00 1.00 1.00 129.00 129.00 129.00 129.00 PAGE 27 * * * * * * * * * * * * * * * * * * * * * * * 26MAY97 09:04:38 SEC NO Q 1. 191 1263.00 1.191 1519.00 1.191 1702.00 1.191 1921.00 1.210 1263.00 1.210 1519.00 1.210 1702.00 1.210 1921.00 1.211 1263.00 1.211 1519.00 1.211 1702.00 1.211 1921.00 1.250 1263.00 1.250 1519.00 1.250 1702.00 1.250 1921.00 1.300 1263.00 1 . 300 1519. 00 1.300 1702.00 1.300 1921.00 1.340 1263.00 1 . 340 1519. 00 1.340 1702.00 1.340 1921.00 1.400 1263.00 1.400 1519.00 1.400 1702.00 1.400 1921.00 1.490 1263.00 1.490 1519.00 1.490 1702.00 1.490 1921.00 1.590 1.590 1.590 1.590 1.650 1.650 1.650 1.650 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1921.00 CllSEL 281.26 282.06 282.18 283.95 282.53 283.65 284. 13 283.95 282.52 283.64 284.13 283.95 282.54 283.65 284.14 283.96 282.56 283.67 284.15 283.98 282.59 283.70 284.18 284.02 282.69 283.75 284.22 284.08 282.89 283.88 284.34 284.25 283.19 284.08 284.52 284.49 283.37 284.20 284.62 284.62 DIFllSP 0.00 0.80 0.12 1.77 0.00 1. 12 0.48 -0.18 0.00 1.12 0.48 -0.18 0.00 1.12 0.48 -0.18 0.00 1.11 0.48 -0.17 0.00 1. 10 0.48 -0.16 0.00 1.06 0.47 -0.14 0.00 0.99 0.46 -0.09 0 .00 0.89 0.44 -0.03 0 .00 0.83 0.42 0.00 DIFllSX -0.48 -0.61 -0. 75 0.00 1.27 1.59 1.95 0.00 -0.01 -0.01 -0.01 -0.01 0.01 0 .01 0.01 0.02 0.02 0.01 0.01 0.02 0.04 0.03 0.03 0.04 0.09 0.05 0.05 0.07 0.21 0.13 0.12 0.16 0.30 D.20 0.18 0.24 0.17 0.12 0.10 0.13 DIFKllS TOPllID 0.00 14.90 0.00 14.90 0. 00 14. 90 0.00 1529.59 0.00 1382.41 0.00 1541.46 0.00 1600.00 0.00 1592.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 453.61 492.85 505.00 503.36 659.07 720.64 740.00 737.39 363. 73 391.62 403.68 399.40 0.00 470.22 0.00 582.81 0.00 632.10 0.00 616.06 0.00 262.42 0.00 304.65 0.00 323.66 0.00 317.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 298.27 429.06 490.00 477.63 251. 73 292.60 360.14 355.29 293.60 316.42 341.81 341.95 XLCH 1.00 1.00 1.00 1.00 100.00 100.00 100.00 100.00 10.00 10.00 10.00 10.00 190.00 190.00 190.00 190.00 250.00 250.00 250.00 250.00 250.00 250.00 250 .00 250.00 310.00 310.00 310.00 310.00 475.00 475.00 475.00 475.00 510.00 510.00 510.00 510.00 300.00 300.00 300.00 300.00 PAGE 28 * * * * * * * * * * * * * * * * * * * * 26MAY97 SEC NO 1.800 1.800 1.800 1.800 1.850 1.850 1.850 1.850 09:04:38 Q 1263.00 1519.00 1702.00 1921.00 1263.00 1519.00 1702.00 1921.00 1.990 1263 .00 1. 990 1519 .00 1.990 1702.00 1.990 1921.00 2 . 110 1263 . 00 2 . 110 1519. 00 2 . 110 1702. 00 2.110 1921.00 2.200 630.00 2.200 760.00 2.200 851.00 2.200 960.00 2.210 630.00 2.210 760.00 2.210 851.00 2.210 960.00 2.211 2.211 2.211 2.211 2.220 2.220 2.220 2.220 2.221 2.221 2.221 2 .221 2.230 2 .230 2.230 2.230 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960 .00 CIJSEL 285.39 285.42 285.58 285.79 286.83 287.21 287 .41 287.61 288. 17 288.50 288.70 288.92 289.46 289.72 289.88 290.05 290.13 290.43 290.61 290.81 290.15 290.44 290.63 290.83 289 .35 290.72 290.83 290.88 291.65 291.30 291.36 291.44 291.65 291 .32 291.37 291.46 291.66 291.34 291.40 291.48 D!FIJSP 0.00 0.04 0.16 0.20 0.00 0.37 0.20 0.20 0.00 0.33 0.20 0.22 0.00 0.26 0.16 0.17 0.00 0.30 0.19 0.20 0.00 0.30 0. 19 0.20 0.00 1.37 0. 11 0.05 0.00 -0.36 0.06 0.09 0.00 -0.34 0.06 0.08 0.00 -0.32 0.06 0.08 Dl FIJSX 2.02 1.22 0.96 1.17 1.45 1. 79 1.83 1.82 1.34 1.29 1.29 1.31 1.29 1.22 1. 18 1.13 0.67 0. 71 0. 73 0.76 0.01 0.02 0.02 0.02 -0.80 0.27 0.20 0.05 2.31 0.58 0.52 0.56 0.00 0.02 0.02 0.02 0.01 0.02 0.02 0.03 D!FKIJS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOPIJ!D 248.84 253.13 277.34 308.08 182.46 210.84 225.84 240 .94 0.00 461.51 0.00 503.67 0.00 529.65 0.00 557. 70 0.00 317.34 0.00 347.54 0.00 365.88 0.00 393.91 0.00 235.23 0.00 326.55 0.00 383.55 0.00 444.51 0.00 240.31 0.00 333.52 0.00 391.85 0.00 454.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.96 418.76 454.01 469.82 708.41 598.02 616.75 643.23 709.80 603.37 621.51 646.77 491.41 432.39 443.14 458.13 XLCH 800.00 800.00 800.00 800.00 300.00 300.00 300.00 300.00 700.00 700.00 700.00 700.00 650.00 650.00 650.00 650.00 500.00 500.00 500.00 500.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 50.00 50.00 50 .0 0 50.00 PAGE 29 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 26MAY97 SECNO 2.270 2.270 2.270 2.270 2.340 2.340 2.340 2.340 2.460 2.460 2.460 2.460 2.470 2.470 2.470 2.470 2.471 2.471 2.471 2.471 2.480 2.480 2.480 2.480 2.481 2.481 2.481 2.481 2.490 2.490 2.490 2.490 2.560 2.560 2.560 2.560 2.630 2.630 2.630 2.630 09:04:38 Q 630.00 760.00 851 .00 960.00 630.00 760.00 851 .00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851 .00 960.00 630.00 760.00 851. 00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 630.00 760.00 851.00 960.00 CIJSEL 291.69 291.39 291.46 291 .55 291 .72 291 .45 291.53 291 .64 292.95 293. 16 293.27 293.39 295. 18 295. 75 296.09 296.91 296.93 298.35 298.93 297.04 297.29 298.36 298.93 297.53 297.34 298.37 298.94 297.58 297.34 298.37 298.94 297.58 297.29 298.35 298.93 297.50 297.94 298.56 299.05 298.38 DI FIJSP 0.00 ·0.30 0.07 0.09 0.00 ·0.27 0.08 0. 11 0.00 0.21 0. 11 0. 12 0.00 0.57 0.35 0.82 0.00 1 .41 0.58 ·1.89 0.00 1.07 0.57 ·1.40 0.00 1.03 0.57 ·1.35 0.00 1 .03 0.57 · 1.35 0.00 1.07 0.58 · 1.43 0.00 0.63 0.49 ·0.67 DI FIJSX 0.03 0.05 0.06 0.07 0.03 0.06 0.07 0.08 1.23 1. 71 1. 74 1.76 2.23 2.59 2.82 3.52 1. 75 2.60 2.83 0.13 0.35 0.01 0.01 0.50 0.05 0.00 0.00 0.05 0.00 0.00 0.00 0.00 -0.05 -0.01 -0.01 ·0.08 0.65 0.21 0. 12 0.88 DIFKIJS TOPIJID 0.00 343.14 0.00 322.83 0.00 327. 76 0.00 334.39 0. 00 151. 73 0.00 143.57 0.00 145.96 0.00 149.11 0.00 89.09 0.00 103.39 0.00 111.01 0.00 119.07 0.00 13.00 0.00 13.00 0.00 13.00 0.00 734.61 0.00 739.55 0.00 950.00 0.00 950.00 0.00 759.95 0.00 809.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 950.00 950.00 857.68 818.67 950.00 950.00 867.58 972. 77 0.00 1305.00 0. 00 1305. 00 0.00 1096.61 0.00 296. 70 0.00 425.00 0.00 425.00 0.00 335.03 0.00 0.00 0.00 0.00 228.28 321. 00 395.26 292.00 XLCH 200.00 200.00 200.00 200.00 375.00 375.00 375.00 375.00 610.00 610.00 610.00 610.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 60.00 60.00 60.00 60.00 1.00 1.00 1.00 1.00 50.00 50.00 50.00 50.00 400.00 400.00 400.00 400.00 325.00 325.00 325.00 325.00 PAGE 30 * * * * * * * * * * * * * * * * * * * * * 26MAY97 SECNO 2.720 2. 720 2. 720 2. 720 2.780 2.780 2.780 2.780 2.810 2.810 2 .810 2 .810 2.880 2.880 2.880 2.880 2.900 2.900 2.900 2.900 09:04:38 Q 630.00 760.00 851 .00 960.00 630.00 760.00 851.00 960.00 498.00 619 .00 706.00 811.00 498.00 619.00 706.00 811.00 498 .00 619.00 706.00 811.00 2.910 498.00 2.910 619.00 2.910 706.00 2 .910 811.00 2.920 498.00 2.920 619.00 2 .920 706.00 2.920 811.00 2 .930 498.00 2 .930 619.00 2 .930 706 .00 2.930 811.00 2.940 2.940 2.940 2.940 2.970 2.970 2.970 2.970 498.00 619.00 706.00 811.00 498.00 619.00 706.00 811.00 CWSEL DIFWSP OIFWSX DIFKWS TOPWID XLCH 299.34 0.00 1.41 0.00 115.42 500.00 500 .00 500.00 500 .00 299.40 299.56 299.84 300. 19 300.42 300.59 300.80 300.38 300.62 300.79 300.99 300.72 301.01 301.21 301.44 300.81 301.09 301.27 301.48 303.20 303.44 303.55 303.66 303. 19 303.43 303.53 303 .65 303. 18 303.42 303.52 303.63 303.28 303.52 303.62 303. 74 303.81 304.04 304 . 18 304.35 0.06 0. 16 0.29 0.00 0.23 0.17 0.21 0.00 0.24 0. 17 0.20 0.00 0.29 0.20 0.23 0.00 0.28 0.18 0.21 0.00 0.24 0.11 0.12 0.00 0.24 0. 10 0. 11 0.00 0.23 0. 10 0 .11 0.00 0.23 0. 11 0.12 0 .00 0.23 0. 14 0. 17 0.83 0.50 1.46 0.84 1.02 1 .03 0.96 0. 19 0.20 0.20 0. 19 0.34 0.39 0.42 0.45 0.09 0.08 0.06 0.04 2.39 2.35 2.28 2. 18 -0.01 -0.01 -0.01 -0.02 0.00 -0.01 -0.01 -0 .02 0.10 0.10 0. 10 0. 11 0.53 0.52 0 .56 0.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 .00 0 .00 0 .00 0.00 0.00 0.00 117.88 125.26 137.82 107.95 117. 77 124.89 134 .25 62 .54 67.42 70.80 74.80 300.00 300.00 300.00 300.00 150.00 150 .00 150 .00 150 .00 71.47 350.00 80.42 350.00 88.38 350.00 97 .56 41.07 43. 16 44.54 46.11 228.97 239.82 310.40 320.51 257.74 305.78 326.68 349.43 123.63 133.85 138.40 143.30 121.23 130 .62 134.99 139. 75 69.24 77 .92 89.43 103.09 350 .00 100.00 100.00 100.00 100.00 60.00 60.00 60.00 60.00 50.00 50.00 50.00 50.00 50.00 50.00 50 .00 50.00 50.00 50.00 50.00 50.00 180.00 180.00 180.00 180.00 PAGE 31 26MAY97 09:04:38 PAGE 32 SEC NO Q C\.ISEL DI F\.ISP DI F\.ISX DI FK\.IS TOP\.llD XLCH 3.010 498.00 305.25 0.00 1.44 0.00 91.38 180.00 3.010 619.00 305.50 0.25 1.47 0.00 102.59 180.00 * 3.010 706.00 305.66 0.15 1.48 0.00 109. 73 180.00 3.010 811.00 305.82 0.17 1.47 0.00 117 .18 180.00 3.030 498.00 306.40 0.00 1.15 0.00 62.09 140.00 * 3.030 619.00 306.65 0.25 1.15 0.00 69.44 140.00 3.030 706.00 306.79 0.14 1.13 0.00 73.56 140.00 * 3.030 811.00 306.92 0.13 1.09 0.00 77.58 140.00 26MAY97 09:04:38 PAGE 33 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 0.070 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 0.070 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 0.070 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 0.070 PROFILE= 4 CRITICAL DEPTH ASSUMED llARNING SECNO= 0.130 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.130 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.130 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SEC NO= 0.130 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SEC NO= 0. 151 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0. 151 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0. 151 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SEC NO= 0. 151 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE llSEL CAUTION SECNO= 0. 151 PROFILE= 4 SLOPE TOO STEEP llARNING SECNO= 0. 151 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0. 154 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.154 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0. 154 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.154 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.155 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.155 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.155 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0. 155 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.330 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.330 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.330 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.330 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.380 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.380 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.380 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.380 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.440 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.440 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.440 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.440 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.550 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.550 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.550 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE llARNING SECNO= 0.550 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 0.680 PROFILE= CRITICAL DEPTH ASSUMED CAUTION SECNO= 0.680 PROFILE= PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 0.680 PROFILE= 20 TRIALS ATTEMPTED TO BALANCE llSEL CAUTION SECNO= 0.680 PROFILE= 2 CRITICAL DEPTH ASSUMED 26MAY97 CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= \IARNING SECNO= llARNING SECNO= \IARNING SECNO= \IARNING SECNO= \IARNING SECNO= \IARNING SECNO= \IARNING SECNO= llARNING SECNO= \IARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= \IARNING SECNO= \IARNING SECNO= \IARNING SECNO= llARNING SECNO= \IARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARN I NG SEC NO= \IARNING SECNO= \IARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= llARNING SECNO= \IARNING SECNO= llARNING SECNO= llARNING SECNO= \IARN I NG SEC NO= llARNING SECNO= 09:04 :38 0.680 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY 0.680 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE \ISEL 0.680 PROFILE= 3 CRITICAL DEPTH ASSUMED 0.680 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY 0.680 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE llSEL 0.680 PROFILE= 4 CRITICAL DEPTH ASSUMED 0 .680 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY 0.680 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE \ISEL 0.681 PROFILE= CRITICAL DEPTH ASSUMED 0.681 PROFILE= 1 MINIMUM SPECIFIC ENERGY 0 .681 PROFILE= 2 CRITICAL DEPTH ASSUMED 0.681 PROFILE= 2 MINIMUM SPECIFIC ENERGY 0.681 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.681 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.691 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.691 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0.691 PROFILE= 3 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1.031 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.041 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 .041 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.041 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 .041 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.050 PROFI LE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1. 051 PROF I LE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.051 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 .051 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.051 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.055 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 34 26MAY97 I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= I/ARNING SECNO= 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ACCEPTABLE RANGE 1. 171 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 .171 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.171 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.190 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1. 191 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.191 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.191 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1. 191 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.210 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.210 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.210 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.211 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.211 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.211 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.211 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1.300 PROFILE= 2 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