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Home My WebLink AboutMiscFEp ey tu8~ PR(v AirY EM Kimley-Horn = F1 and Associates, Inc. Transmittal Date: To: Suite 1800 12700 Park Central Drive Dallas, Texas 75251 TEL 972 770 1300 FAX 972 239 3820 Job No: t6306roOZ l GrY or Ca L EGE SrmioAi Re: WOLF A We are sending you ❑ Attached ❑ Shop drawings ❑ Under separate cover via Xrints/Plans ❑ Samples the following items: ❑ Specifications ❑ Change order These are transmitted as checked below. ❑ For your use ❑ Approved as submitted Resubmit 3 copies for approval ❑ As requested ❑ Approved as noted ❑ Submit copies for distribution ❑ For review and comment ❑ Returned for corrections ❑ Return corrected prints Remarks Copy to F`E Signed Copies Date No. Description wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww w * FLOOD HYDROGRAPH PACKAGE (HEC-1) * MAY 1991 * VERSION 4.0.1E * Lahey F77L-EM/32 version 5.01 * Dodson & Associates, Inc. * RUN DATE 06/02/99 TIME 11:12:10 wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww ww,rwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww w * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET * DAVIS, CALIFORNIA 95616 * (916) 551-1748 w * wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww X X XXXXXXX XXXXX X X X X X X XX X X X X X XXXXXXX XXXX X XXXXX X X X X X X X X X X X X X X XXXXXXX XXXXX XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM KIMLEY-HORN POST-DEVELOPMENT MODEL HEC-1 INPUT LINE ID....... 1....... 2....... 3....... 4....... 5....... 6....... 7....... 8....... 9...... 10 1 ID HYDROLOGIC ANALYSIS OF WOLF PEN CREEK BASIN - COLLEGE STATION TX 2 ID COLLEGE STATION STORMWATER MANAGEMENT PLAN 8709J107 (H1.WOLX2-NEW ROUTING) 3 ID PRESENT CONDITION ANALYSIS - SPRING 1986 REV. FROM CARTER'S CR MODEL CC1000 4 ID 25 YEAR, 24 HOUR STORM , HYPOTHETICAL AND TYPE II STORM DISTRIBUTIONS * * KIMLEY-HORN MODIFIED MODEL * 063006.27 MAY 1999 DFG H1PSTDEV.DAT * * CURVE NUMBERS REFLECT PRESENT CONDITIONS OFF SITE * CURVE NUMBER FOR BASIN WPN2 REFLECTS PROPOSED CONDITIONS ON SITE * * MODEL DEVELOPED AS PART OF DETENTION STUDY FOR WOLF PEN PLAZA * * POST-DEVELOPMENT MODEL * *DIAGRAM 5 IT 5 16SEP86 0000 288 6 IO 5 0 0 7 KK WPNI WOLF PEN CREEK BASIN I 8 KM BEGIN HYDROLOGIC ANALYSIS OF WOLF PEN CREEK - A TRIB. TO CARTER'S CREEK 9 BA .420 * HYPOTHETICAL STORM DISTRIBUTION USED FOR KIMLEY-HORN ANALYSIS * 2-YEAR EVENT * 50. 3.41 .53 1.15 2.2 2.6 2.75 3.3 3.8 4.5 * 10-YEAR EVENT * 10. 3.41 .65 1.45 3.00 3.8 4.3 5.2 6.25 7.5 * 25-YEAR EVENT * 4. 3.41 .74 1.64 3.49 4.6 5.05 6.25 7.5 8.75 * 50-YEAR EVENT * 2. 3.41 .8 1.8 3.88 5.1 5.65 6.9 8.5 9.75 * 100-YEAR EVENT 10 PH 1. 3.41 .87 1.95 4.26 5.7 6.3 7.8 9.6 11.0 * 500-YEAR EVENT * .2 3.41 1.05 2.22 5.12 6.95 7.8 9.5 12. 13.5 11 LS 90.2 12 UD .25 13 KK WPCI WOLF PEN CREEK TRIB C BASIN I 14 BA .954 15 LS 89.2 16 UD .50 17 KK 40 COMBINE WPNI AND WPCI 18 HC 2 PAGE 1 LINE 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 KIMLEY-HORN POST-DEVELOPMENT MODEL HEC-1 INPUT ID....... 1....... 2....... 3....... 4....... 5....... 6....... 7....... 8....... 9...... 10 KK RT41 ROUTE COMB HYDRO TO COMP PT 41 RS 1 FLOW 0. SO 0. 750. 2236. 2712. 3050. 3454. SV 0. 13. 31. 37. 40. 44. SE 271. 279.8 282.3 282.8 283.1 283.4 KK WPN2 WOLF PEN CREEK BASIN II KO 2 BA .119 LS 90.9 UD .30 KK 41 COMB ROUTED HYDRO AND WPN II KO 2 HC 2 KK WPBI WOLF PEN CREEK TRIB B BASIN I BA .213 LS 92.4 UD .25 KK 42 COMB 41 AND WPBI HC 2 KK RT43 ROUTE COMB HYDRO TO COMP PT 43 RS 1 FLOW 0. SQ 0. 1150. 3402. 4134. 4651. 5262. SV 0. 29. 63. 73. 79. 87. SE 263.1 269.8 272.4 273.1 273.5 273.9 KK WPN3 WOLF PEN CREEK BASIN III BA .116 LS 89.6 UD .20 KK 43 COMBINE RT43 AND WPN III HC 2 KK WPAI WOLF PEN CREEK TRIB A BASIN I BA .488 LS 89.7 UD .50 KK 44 COMBINE 43 AND WPAI HC 2 KK RT45 ROUTE COMB HYDRO TO COMP PT 45 RS 5 FLOW 0. Sa 0. 1440. 4201. 5137. 5802. 6592. SV 0. 67. 217. 338. 368. 398. SE 245.9 254.1 261.9 265.3 265.8 266.2 5250. 65. 284.6 7900. 116. 275.5 8800. 491. 267.1 PAGE 2 KIMLEY-HORN POST-DEVELOPMENT MODEL HEC-1 INPUT LINE ID....... 1....... 2....... 3....... 4....... 5....... 6....... 7....... 8....... 9...... 10 60 KK WPN4 WOLF PEN CREEK BASIN IV 61 BA .667 62 LS 90.2 63 UD .90 64 KK 45 COMB RT45 AND WPN 4 65 HC 2 66 KK RT46 ROUTE COMB HYDRO TO COMP PT 46 67 RS 3 FLOW 0. 68 SO 0. 1500. 4294. 5294. 5996. 6867. 8200. 69 SV 0. 65. 140. 171. 189. 210. 244. 70 SE 235. 244.6 246.8 247.3 247.6 247.9 248.4 71 KK WPNV WOLF PEN CREEK BASIN V 72 BA .43 73 LS 85.7 74 UD .4 75 KK 46 COMBINE RT46 AND WPNV 76 KM END COMPUTATIONS FOR WOLF PEN CREEK , ADD TO CARTER CREEK COMP PT 18 77 KO 1 21 78 HC 2 79 ZZ PAGE 3 KIMLEY-HORN POST-DEVELOPMENT MODEL SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE (V) ROUTING ( DIVERSION OR PUMP FLOW NO. CONNECTOR RETURN OF DIVERTED OR PUMPED FLOW 7 WPNI 13 WPCI 17 40............ V V 19 RT41 24 WPN2 29 41............ 32 WPBI 36 42............ V V 38 RT43 43 WPN3 47 43............ 49 WPAI 53 44............ V V 55 RT45 60 WPN4 64 45............ V V 66 RT46 71 WPNV 75 46............ RUNOFF ALSO COMPUTED AT THIS LOCATION KIMLEY-HORN POST-DEVELOPMENT MODEL wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww w w * FLOOD HYDROGRAPH PACKAGE (HEC-1) * MAY 1991 * VERSION 4.0.1E * Lahey F77L-EM/32 version 5.01 * Dodson & Associates, Inc. * RUN DATE 06/02/99 TIME 11:12:10 wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww w w * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET * DAVIS, CALIFORNIA 95616 * (916) 551-1748 w w wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww HYDROLOGIC ANALYSIS OF WOLF PEN CREEK BASIN - COLLEGE STATION TX COLLEGE STATION STORMWATER MANAGEMENT PLAN 8709J107 (H1.WOLX2-NEW ROUTING) PRESENT CONDITION ANALYSIS - SPRING 1986 REV. FROM CARTER'S CR MODEL CC1000 25 YEAR, 24 HOUR STORM , HYPOTHETICAL AND TYPE II STORM DISTRIBUTIONS 6 IO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN 5 MINUTES IN COMPUTATION INTERVAL IDATE 16SEP86 STARTING DATE ITIME 0000 STARTING TIME NO 288 NUMBER OF HYDROGRAPH ORDINATES NDDATE 16SEP86 ENDING DATE NDTIME 2355 ENDING TIME ICENT 19 CENTURY MARK COMPUTATION INTERVAL 0.08 HOURS TOTAL TIME BASE 23.92 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW STORAGE VOLUME SURFACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www wwwwwwwwwwwwww w w 24 KK * WPN2 w w wwwwwwwwwwwwww WOLF PEN CREEK BASIN II 25 KO OUTPUT CONTROL VARIABLES IPRNT 2 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE SUBBASIN RUNOFF DATA 26 BA SUBBASIN CHARACTERISTICS TAREA 0.12 SUBBASIN AREA PRECIPITATION DATA 10 PH DEPTHS FOR 1-PERCENT HYPOTHETICAL STORM HYDRO-35 TP-40 TP-49 5-MIN 15-MIN 60-MIN 2-HR 3-HR 6-HR 12-HR 24-HR 2-DAY 4-DAY 7-DAY 10-DAY 0.87 1.95 4.26 5.70 6.30 7.80 9.60 11.00 0.00 0.00 0.00 0.00 STORM AREA = 3.41 27 LS SCS LOSS RATE STRTL 0.20 INITIAL ABSTRACTION KIMLEY-HORN POST-DEVELOPMENT MODEL CRVNBR 90.90 CURVE NUMBER RTIMP 0.00 PERCENT IMPERVIOUS AREA 28 UD SCS DIMENSIONLESS UNITGRAPH TLAG 0.30 LAG UNIT HYDROGRAPH 20 END-OF-PERIOD ORDINATES 24. 76. 144. 168. 155. 121. 77. 51. 35. 23. 16. 11. 7. 5. 3. 2. 2. 1. 1. 0. HYDROGRAPH AT STATION WPN2 * DA MON HRMN ORD RAIN LOSS EXCESS COMP Q * * DA MON HRMN ORD RAIN LOSS EXCESS COMP Q 16 SEP 0000 1 0.00 0.00 0.00 0. * 16 SEP 1200 145 0.85 0.02 0.83 258. 16 SEP 0005 2 0.01 0.01 0.00 0. * 16 SEP 1205 146 0.43 0.01 0.42 333. 16 SEP 0010 3 0.01 0.01 0.00 0. * 16 SEP 1210 147 0.37 0.01 0.36 399. 16 SEP 0015 4 0.01 0.01 0.00 0. * 16 SEP 1215 148 0.23 0.00 0.23 424. 16 SEP 0020 5 0.01 0.01 0.00 0. * 16 SEP 1220 149 0.20 0.00 0.20 410. 16 SEP 0025 6 0.01 0.01 0.00 0. * 16 SEP 1225 150 0.18 0.00 0.18 367. 16 SEP 0030 7 0.01 0.01 0.00 0. * 16 SEP 1230 151 0.15 0.00 0.14 313. 16 SEP 0035 8 0.01 0.01 0.00 0. * 16 SEP 1235 152 0.13 0.00 0.13 266. 16 SEP 0040 9 0.01 0.01 0.00 0. * 16 SEP 1240 153 0.12 0.00 0.12 226. 16 SEP 0045 10 0.01 0.01 0.00 0. * 16 SEP 1245 154 0.12 0.00 0.11 194. 16 SEP 0050 11 0.01 0.01 0.00 0. * 16 SEP 1250 155 0.11 0.00 0.11 169. 16 SEP 0055 12 0.01 0.01 0.00 0. * 16 SEP 1255 156 0.10 0.00 0.10 149. 16 SEP 0100 13 0.01 0.01 0.00 0. * 16 SEP 1300 157 0.06 0.00 0.06 133. 16 SEP 0105 14 0.01 0.01 0.00 0. * 16 SEP 1305 158 0.05 0.00 0.05 117. 16 SEP 0110 15 0.01 0.01 0.00 0. * 16 SEP 1310 159 0.05 0.00 0.05 102. 16 SEP 0115 16 0.01 0.01 0.00 0. * 16 SEP 1315 160 0.05 0.00 0.05 88. 16 SEP 0120 17 0.01 0.01 0.00 0. * 16 SEP 1320 161 0.05 0.00 0.05 75. 16 SEP 0125 18 0.01 0.01 0.00 0. * 16 SEP 1325 162 0.05 0.00 0.04 65. 16 SEP 0130 19 0.01 0.01 0.00 0. * 16 SEP 1330 163 0.05 0.00 0.05 58. 16 SEP 0135 20 0.01 0.01 0.00 0. * 16 SEP 1335 164 0.05 0.00 0.05 53. 16 SEP 0140 21 0.01 0.01 0.00 0. * 16 SEP 1340 165 0.05 0.00 0.05 51. 16 SEP 0145 22 0.01 0.01 0.00 0. * 16 SEP 1345 166 0.05 0.00 0.05 49. 16 SEP 0150 23 0.01 0.01 0.00 0. * 16 SEP 1350 167 0.05 0.00 0.05 48. 16 SEP 0155 24 0.01 0.01 0.00 0. * 16 SEP 1355 168 0.05 0.00 0.04 47. 16 SEP 0200 25 0.01 0.01 0.00 0. * 16 SEP 1400 169 0.04 0.00 0.04 45. 16 SEP 0205 26 0.01 0.01 0.00 0. * 16 SEP 1405 170 0.04 0.00 0.04 44. 16 SEP 0210 27 0.01 0.01 0.00 0. * 16 SEP 1410 171 0.04 0.00 0.04 43. 16 SEP 0215 28 0.01 0.01 0.00 0. * 16 SEP 1415 172 0.04 0.00 0.04 42. 16 SEP 0220 29 0.01 0.01 0.00 0. * 16 SEP 1420 173 0.04 0.00 0.04 41. 16 SEP 0225 30 0.01 0.01 0.00 0. * 16 SEP 1425 174 0.04 0.00 0.04 39. 16 SEP 0230 31 0.01 0.01 0.00 0. * 16 SEP 1430 175 0.04 0.00 0.04 38. 16 SEP 0235 32 0.01 0.01 0.00 0. 16 SEP 1435 176 0.04 0.00 0.04 37. 16 SEP 0240 33 0.01 0.01 0.00 0. * 16 SEP 1440 177 0.04 0.00 0.04 37. 16 SEP 0245 34 0.01 0.01 0.00 1. * 16 SEP 1445 178 0.04 0.00 0.04 36. 16 SEP 0250 35 0.01 0.01 0.00 1. * 16 SEP 1450 179 0.03 0.00 0.03 35. 16 SEP 0255 36 0.01 0.01 0.00 1. * 16 SEP 1455 180 0.03 0.00 0.03 34. 16 SEP 0300 37 0.01 0.01 0.00 1. * 16 SEP 1500 181 0.03 0.00 0.03 33. 16 SEP 0305 38 0.01 0.01 0.00 1. * 16 SEP 1505 182 0.03 0.00 0.03 33. 16 SEP 0310 39 0.01 0.01 0.00 1. * 16 SEP 1510 183 0.03 0.00 0.03 32. 16 SEP 0315 40 0.01 0.01 0.00 1. * 16 SEP 1515 184 0.03 0.00 0.03 31. 16 SEP 0320 41 0.01 0.01 0.00 1. 16 SEP 1520 185 0.03 0.00 0.03 30. 16 SEP 0325 42 0.01 0.01 0.00 2. * 16 SEP 1525 186 0.03 0.00 0.03 29. 16 SEP 0330 43 0.01 0.01 0.00 2. * 16 SEP 1530 187 0.03 0.00 0.03 29. 16 SEP 0335 44 0.01 0.01 0.00 2. * 16 SEP 1535 188 0.03 0.00 0.03 28. 16 SEP 0340 45 0.01 0.01 0.00 2. 16 SEP 1540 189 0.03 0.00 0.03 28. 16 SEP 0345 46 0.01 0.01 0.00 2. * 16 SEP 1545 190 0.03 0.00 0.03 27. 16 SEP 0350 47 0.01 0.01 0.00 2. * 16 SEP 1550 191 0.03 0.00 0.03 27. 16 SEP 0355 48 0.01 0.01 0.00 2. * 16 SEP 1555 192 0.03 0.00 0.03 26. 16 SEP 0400 49 0.01 0.01 0.00 3. * 16 SEP 1600 193 0.03 0.00 0.03 26. 16 SEP 0405 50 0.01 0.01 0.00 3. * 16 SEP 1605 194 0.03 0.00 0.03 26. 16 SEP 0410 51 0.01 0.01 0.00 3. * 16 SEP 1610 195 0.03 0.00 0.03 25. 16 SEP 0415 52 0.01 0.01 0.00 3. * 16 SEP 1615 196 0.03 0.00 0.03 25. 16 SEP 0420 53 0.01 0.01 0.00 3. 16 SEP 1620 197 0.03 0.00 0.02 24. 16 SEP 0425 54 0.01 0.01 0.00 3. * 16 SEP 1625 198 0.02 0.00 0.02 24. 16 SEP 0430 55 0.01 0.01 0.00 3. * 16 SEP 1630 199 0.02 0.00 0.02 24. 16 SEP 0435 56 0.01 0.01 0.00 4. * 16 SEP 1635 200 0.02 0.00 0.02 23. KIMLEY-HORN POST-DEVELOPMENT MODEL 16 SEP 0440 57 0.01 0.01 0.00 4. * 16 SEP 1640 201 0.02 0.00 0.02 23. 16 SEP 0445 58 0.01 0.01 0.00 4. * 16 SEP 1645 202 0.02 0.00 0.02 23. 16 SEP 0450 59 0.01 0.01 0.00 4. * 16 SEP 1650 203 0.02 0.00 0.02 22. 16 SEP 0455 60 0.01 0.01 0.01 4. * 16 SEP 1655 204 0.02 0.00 0.02 22. 16 SEP 0500 61 0.01 0.01 0.01 4. * 16 SEP 1700 205 0.02 0.00 0.02 22. 16 SEP 0505 62 0.01 0.01 0.01 4. * 16 SEP 1705 206 0.02 0.00 0.02 22. 16 SEP 0510 63 0.01 0.01 0.01 5. * 16 SEP 1710 207 0.02 0.00 0.02 21. 16 SEP 0515 64 0.01 0.01 0.01 5. * 16 SEP 1715 208 0.02 0.00 0.02 21. 16 SEP 0520 65 0.01 0.01 0.01 5. * 16 SEP 1720 209 0.02 0.00 0.02 21. 16 SEP 0525 66 0.01 0.01 0.01 5. * 16 SEP 1725 210 0.02 0.00 0.02 21. 16 SEP 0530 67 0.01 0.01 0.01 5. * 16 SEP 1730 211 0.02 0.00 0.02 20. 16 SEP 0535 68 0.01 0.01 0.01 5. * 16 SEP 1735 212 0.02 0.00 0.02 20. 16 SEP 0540 69 0.01 0.01 0.01 5. * 16 SEP 1740 213 0.02 0.00 0.02 20. 16 SEP 0545 70 0.01 0.01 0.01 6. * 16 SEP 1745 214 0.02 0.00 0.02 20. 16 SEP 0550 71 0.01 0.01 0.01 6. * 16 SEP 1750 215 0.02 0.00 0.02 20. 16 SEP 0555 72 0.01 0.01 0.01 6. * 16 SEP 1755 216 0.02 0.00 0.02 19. 16 SEP 0600 73 0.02 0.01 0.01 6. * 16 SEP 1800 217 0.01 0.00 0.01 19. 16 SEP 0605 74 0.02 0.01 0.01 7. * 16 SEP 1805 218 0.01 0.00 0.01 18. 16 SEP 0610 75 0.02 0.01 0.01 7. * 16 SEP 1810 219 0.01 0.00 0.01 17. 16 SEP 0615 76 0.02 0.01 0.01 8. * 16 SEP 1815 220 0.01 0.00 0.01 16. 16 SEP 0620 77 0.02 0.01 0.01 9. * 16 SEP 1820 221 0.01 0.00 0.01 15. 16 SEP 0625 78 0.02 0.01 0.01 10. * 16 SEP 1825 222 0.01 0.00 0.01 14. 16 SEP 0630 79 0.02 0.01 0.01 10. * 16 SEP 1830 223 0.01 0.00 0.01 13. 16 SEP 0635 80 0.02 0.01 0.01 11. * 16 SEP 1835 224 0.01 0.00 0.01 12. 16 SEP 0640 81 0.02 0.01 0.01 11. * 16 SEP 1840 225 0.01 0.00 0.01 12. 16 SEP 0645 82 0.02 0.01 0.01 12. * 16 SEP 1845 226 0.01 0.00 0.01 12. 16 SEP 0650 83 0.02 0.01 0.01 12. * 16 SEP 1850 227 0.01 0.00 0.01 12. 16 SEP 0655 84 0.02 0.01 0.02 12. * 16 SEP 1855 228 0.01 0.00 0.01 11. 16 SEP 0700 85 0.02 0.01 0.02 13. * 16 SEP 1900 229 0.01 0.00 0.01 11. 16 SEP 0705 86 0.02 0.01 0.02 13. * 16 SEP 1905 230 0.01 0.00 0.01 11. 16 SEP 0710 87 0.02 0.01 0.02 13. * 16 SEP 1910 231 0.01 0.00 0.01 11. 16 SEP 0715 88 0.02 0.01 0.02 14. * 16 SEP 1915 232 0.01 0.00 0.01 11. 16 SEP 0720 89 0.02 0.01 0.02 14. * 16 SEP 1920 233 0.01 0.00 0.01 11. 16 SEP 0725 90 0.02 0.01 0.02 15. * 16 SEP 1925 234 0.01 0.00 0.01 11. 16 SEP 0730 91 0.02 0.01 0.02 15. * 16 SEP 1930 235 0.01 0.00 0.01 10. 16 SEP 0735 92 0.02 0.01 0.02 15. * 16 SEP 1935 236 0.01 0.00 0.01 10. 16 SEP 0740 93 0.03 0.01 0.02 16. * 16 SEP 1940 237 0.01 0.00 0.01 10. 16 SEP 0745 94 0.03 0.01 0.02 16. * 16 SEP 1945 238 0.01 0.00 0.01 10. 16 SEP 0750 95 0.03 0.01 0.02 16. * 16 SEP 1950 239 0.01 0.00 0.01 10. 16 SEP 0755 96 0.03 0.01 0.02 17. * 16 SEP 1955 240 0.01 0.00 0.01 10. 16 SEP 0800 97 0.03 0.01 0.02 17. * 16 SEP 2000 241 0.01 0.00 0.01 10. 16 SEP 0805 98 0.03 0.01 0.02 17. * 16 SEP 2005 242 0.01 0.00 0.01 10. 16 SEP 0810 99 0.03 0.01 0.02 18. * 16 SEP 2010 243 0.01 0.00 0.01 10. 16 SEP 0815 100 0.03 0.01 0.02 18. * 16 SEP 2015 244 0.01 0.00 0.01 10. 16 SEP 0820 101 0.03 0.01 0.02 19. * 16 SEP 2020 245 0.01 0.00 0.01 10. 16 SEP 0825 102 0.03 0.01 0.02 19. * 16 SEP 2025 246 0.01 0.00 0.01 9. 16 SEP 0830 103 0.03 0.01 0.02 20. * 16 SEP 2030 247 0.01 0.00 0.01 9. 16 SEP 0835 104 0.03 0.01 0.02 20. * 16 SEP 2035 248 0.01 0.00 0.01 9. 16 SEP 0840 105 0.03 0.01 0.02 21. * 16 SEP 2040 249 0.01 0.00 0.01 9. 16 SEP 0845 106 0.03 0.01 0.03 21. * 16 SEP 2045 250 0.01 0.00 0.01 9. 16 SEP 0850 107 0.03 0.01 0.03 21. * 16 SEP 2050 251 0.01 0.00 0.01 9. 16 SEP 0855 108 0.03 0.01 0.03 22. * 16 SEP 2055 252 0.01 0.00 0.01 9. 16 SEP 0900 109 0.03 0.01 0.03 23. * 16 SEP 2100 253 0.01 0.00 0.01 9. 16 SEP 0905 110 0.03 0.01 0.03 23. * 16 SEP 2105 254 0.01 0.00 0.01 9. 16 SEP 0910 111 0.04 0.01 0.03 24. * 16 SEP 2110 255 0.01 0.00 0.01 9. 16 SEP 0915 112 0.04 0.01 0.03 25. * 16 SEP 2115 256 0.01 0.00 0.01 9. 16 SEP 0920 113 0.04 0.01 0.03 25. * 16 SEP 2120 257 0.01 0.00 0.01 9. 16 SEP 0925 114 0.04 0.01 0.03 26. * 16 SEP 2125 258 0.01 0.00 0.01 9. 16 SEP 0930 115 0.04 0.01 0.03 27. * 16 SEP 2130 259 0.01 0.00 0.01 9. 16 SEP 0935 116 0.04 0.01 0.03 28. * 16 SEP 2135 260 0.01 0.00 0.01 9. 16 SEP 0940 117 0.04 0.01 0.03 28. * 16 SEP 2140 261 0.01 0.00 0.01 8. 16 SEP 0945 118 0.04 0.01 0.04 29. * 16 SEP 2145 262 0.01 0.00 0.01 8. 16 SEP 0950 119 0.04 0.01 0.04 30. * 16 SEP 2150 263 0.01 0.00 0.01 8. 16 SEP 0955 120 0.04 0.01 0.04 31. * 16 SEP 2155 264 0.01 0.00 0.01 8. 16 SEP 1000 121 0.04 0.01 0.04 32. * 16 SEP 2200 265 0.01 0.00 0.01 8. 16 SEP 1005 122 0.05 0.01 0.04 33. * 16 SEP 2205 266 0.01 0.00 0.01 8. 16 SEP 1010 123 0.05 0.01 0.04 34. * 16 SEP 2210 267 0.01 0.00 0.01 8. 16 SEP 1015 124 0.05 0.01 0.04 35. * 16 SEP 2215 268 0.01 0.00 0.01 8. 16 SEP 1020 125 0.05 0.01 0.05 36. * 16 SEP 2220 269 0.01 0.00 0.01 8. 16 SEP 1025 126 0.05 0.01 0.05 37. * 16 SEP 2225 270 0.01 0.00 0.01 8. 16 SEP 1030 127 0.04 0.00 0.04 38. * 16 SEP 2230 271 0.01 0.00 0.01 8. 16 SEP 1035 128 0.05 0.00 0.04 39. * 16 SEP 2235 272 0.01 0.00 0.01 8. 16 SEP 1040 129 0.05 0.00 0.04 39. * 16 SEP 2240 273 0.01 0.00 0.01 8. 16 SEP 1045 130 0.05 0.00 0.05 39. * 16 SEP 2245 274 0.01 0.00 0.01 8. 16 SEP 1050 131 0.05 0.00 0.05 40. * 16 SEP 2250 275 0.01 0.00 0.01 8. 16 SEP 1055 132 0.06 0.00 0.05 40. * 16 SEP 2255 276 0.01 0.00 0.01 8. 16 SEP 1100 133 0.10 0.01 0.09 43. * 16 SEP 2300 277 0.01 0.00 0.01 8. KIMLEY-HORN POST-DEVELOPMENT MODEL 16 SEP 1105 134 0.11 0.01 0.10 47. * 16 SEP 2305 278 0.01 0.00 0.01 8. 16 SEP 1110 135 0.11 0.01 0.10 55. * 16 SEP 2310 279 0.01 0.00 0.01 8. 16 SEP 1115 136 0.12 0.01 0.11 64. * 16 SEP 2315 280 0.01 0.00 0.01 7. 16 SEP 1120 137 0.13 0.01 0.12 74. * 16 SEP 2320 281 0.01 0.00 0.01 7. 16 SEP 1125 138 0.14 0.01 0.13 83. * 16 SEP 2325 282 0.01 0.00 0.01 7. 16 SEP 1130 139 0.17 0.01 0.16 92. * 16 SEP 2330 283 0.01 0.00 0.01 7. 16 SEP 1135 140 0.19 0.01 0.18 103. * 16 SEP 2335 284 0.01 0.00 0.01 7. 16 SEP 1140 141 0.21 0.01 0.20 115. * 16 SEP 2340 285 0.01 0.00 0.01 7. 16 SEP 1145 142 0.34 0.01 0.33 132. * 16 SEP 2345 286 0.01 0.00 0.01 7. 16 SEP 1150 143 0.40 0.01 0.38 158. * 16 SEP 2350 287 0.01 0.00 0.01 7. 16 SEP 1155 144 0.62 0.02 0.60 198. * w 16 SEP 2355 288 0.01 0.00 0.01 7. *****w**wwwwwwwwwwwwwwwwwwwwwwwww wwwwwwwww wwwwwwwwwwwwwwww wwwwwwwwww wwwwwwwwwwwwwwwww wwwwww wwwwwwww wwwwwwww wwwwwwwwwwwwwwwwwwwwwwww TOTAL RAINFALL = 10.94, TOT AL LOSS = 1.12, TOTAL EXCESS = 9.83 PEAK FLOW TIME MAXIMUM AVERA GE FLOW (CFS) (HR) 6-HR 24-HR 72-HR 23.92-HR 424. 12.25 (CFS) 95. 31. 31. 31. (INCHES) 7.418 9.790 9.790 9.790 (AC-FT) 47. 62. 62. 62. CUMULATIVE AREA = 0.12 SQ MI www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www wwwwwwwwwwwwww w w 29 KK * 41 * COMB ROUTED HYDRO AND WPN II w w wwwwwwwwwwwwww 30 KO OUTPUT CONTROL VARIABLES IPRNT 2 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 31 HC HYDROGRAPH COMBINATION ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE www **************w**************************************w********w********w*********wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww HYDROGRAPH AT STATION 41 SUM OF 2 HYDROGRAPHS ****************************w**********************w************w*w***********w*wwwwww**wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww w w DA MON HRMN ORD FLOW * w DA MON HRMN ORD FLOW * w DA MON HRMN ORD FLOW w * w DA MON HRMN ORD FLOW 16 SEP 0000 1 0. * 16 SEP 0600 73 60. * 16 SEP 1200 145 1954. * 16 SEP 1800 217 250. 16 SEP 0005 2 0. * 16 SEP 0605 74 62. * 16 SEP 1205 146 2443. * 16 SEP 1805 218 246. 16 SEP 0010 3 0. * 16 SEP 0610 75 66. * 16 SEP 1210 147 2987. * 16 SEP 1810 219 240. 16 SEP 0015 4 0. * 16 SEP 0615 76 71. * 16 SEP 1215 148 3570. * 16 SEP 1815 220 232. 16 SEP 0020 5 0. * 16 SEP 0620 77 77. * 16 SEP 1220 149 3935. * 16 SEP 1820 221 223. 16 SEP 0025 6 0. * 16 SEP 0625 78 83. * 16 SEP 1225 150 4070. * 16 SEP 1825 222 213. 16 SEP 0030 7 0. * 16 SEP 0630 79 89. * 16 SEP 1230 151 4052. * 16 SEP 1830 223 203. 16 SEP 0035 8 0. * 16 SEP 0635 80 96. * 16 SEP 1235 152 3923. * 16 SEP 1835 224 194. 16 SEP 0040 9 0. * 16 SEP 0640 81 102. * 16 SEP 1240 153 3708. * 16 SEP 1840 225 185. 16 SEP 0045 10 0. * 16 SEP 0645 82 108. * 16 SEP 1245 154 3409. * 16 SEP 1845 226 177. 16 SEP 0050 11 0. * 16 SEP 0650 83 114. * 16 SEP 1250 155 3076. * 16 SEP 1850 227 170. 16 SEP 0055 12 0. * 16 SEP 0655 84 120. * 16 SEP 1255 156 2772. * 16 SEP 1855 228 164. 16 SEP 0100 13 0. * 16 SEP 0700 85 125. * 16 SEP 1300 157 2531. * 16 SEP 1900 229 159. 16 SEP 0105 14 0. * 16 SEP 0705 86 130. * 16 SEP 1305 158 2291. * 16 SEP 1905 230 155. 16 SEP 0110 15 0. * 16 SEP 0710 87 135. * 16 SEP 1310 159 2052. * 16 SEP 1910 231 151. 16 SEP 0115 16 0. * 16 SEP 0715 88 140. * 16 SEP 1315 160 1828. * 16 SEP 1915 232 148. 16 SEP 0120 17 0. * 16 SEP 0720 89 145. * 16 SEP 1320 161 1621. * 16 SEP 1920 233 145. 16 SEP 0125 18 0. * 16 SEP 0725 90 149. * 16 SEP 1325 162 1434. * 16 SEP 1925 234 142. 16 SEP 0130 19 0. * 16 SEP 0730 91 154. * 16 SEP 1330 163 1271. * 16 SEP 1930 235 140. 16 SEP 0135 20 0. * 16 SEP 0735 92 159. * 16 SEP 1335 164 1131. * 16 SEP 1935 236 138. 16 SEP 0140 21 0. * 16 SEP 0740 93 163. * 16 SEP 1340 165 1015. * 16 SEP 1940 237 136. 16 SEP 0145 22 0. * 16 SEP 0745 94 168. * 16 SEP 1345 166 920. * 16 SEP 1945 238 134. KIMLEY-HORN POST-DEVELOPMENT MODEL 16 SEP 0150 23 0. * 16 SEP 0750 95 172. * 16 SEP 1350 167 843. * 16 SEP 1950 239 132. 16 SEP 0155 24 0. * 16 SEP 0755 96 177. * 16 SEP 1355 168 785. * 16 SEP 1955 240 131. 16 SEP 0200 25 0. * 16 SEP 0800 97 181. * 16 SEP 1400 169 746. * 16 SEP 2000 241 130. 16 SEP 0205 26 0. * 16 SEP 0805 98 186. * 16 SEP 1405 170 709. * 16 SEP 2005 242 128. 16 SEP 0210 27 0. * 16 SEP 0810 99 191. * 16 SEP 1410 171 676. * 16 SEP 2010 243 127. 16 SEP 0215 28 0. * 16 SEP 0815 100 196. * 16 SEP 1415 172 646. * 16 SEP 2015 244 126. 16 SEP 0220 29 0. * 16 SEP 0820 101 201. * 16 SEP 1420 173 618. * 16 SEP 2020 245 124. 16 SEP 0225 30 0. * 16 SEP 0825 102 206. * 16 SEP 1425 174 593. * 16 SEP 2025 246 123. 16 SEP 0230 31 0. * 16 SEP 0830 103 211. * 16 SEP 1430 175 570. * 16 SEP 2030 247 122. 16 SEP 0235 32 1. * 16 SEP 0835 104 216. * 16 SEP 1435 176 549. * 16 SEP 2035 248 121. 16 SEP 0240 33 1. * 16 SEP 0840 105 222. * 16 SEP 1440 177 530. * 16 SEP 2040 249 120. 16 SEP 0245 34 1. * 16 SEP 0845 106 227. * 16 SEP 1445 178 512. * 16 SEP 2045 250 119. 16 SEP 0250 35 2. * 16 SEP 0850 107 233. * 16 SEP 1450 179 496. * 16 SEP 2050 251 118. 16 SEP 0255 36 2. * 16 SEP 0855 108 238. * 16 SEP 1455 180 481. * 16 SEP 2055 252 117. 16 SEP 0300 37 3. * 16 SEP 0900 109 244. * 16 SEP 1500 181 468. * 16 SEP 2100 253 116. 16 SEP 0305 38 4. * 16 SEP 0905 110 251. * 16 SEP 1505 182 455. * 16 SEP 2105 254 115. 16 SEP 0310 39 5. * 16 SEP 0910 111 257. * 16 SEP 1510 183 443. * 16 SEP 2110 255 114. 16 SEP 0315 40 6. * 16 SEP 0915 112 265. * 16 SEP 1515 184 432. * 16 SEP 2115 256 113. 16 SEP 0320 41 7. * 16 SEP 0920 113 272. * 16 SEP 1520 185 421. * 16 SEP 2120 257 113. 16 SEP 0325 42 8. * 16 SEP 0925 114 280. * 16 SEP 1525 186 410. * 16 SEP 2125 258 112. 16 SEP 0330 43 10. * 16 SEP 0930 115 288. * 16 SEP 1530 187 400. * 16 SEP 2130 259 111. 16 SEP 0335 44 11. * 16 SEP 0935 116 297. * 16 SEP 1535 188 391. * 16 SEP 2135 260 110. 16 SEP 0340 45 12. * 16 SEP 0940 117 305. * 16 SEP 1540 189 382. * 16 SEP 2140 261 109. 16 SEP 0345 46 14. * 16 SEP 0945 118 314. * 16 SEP 1545 190 374. * 16 SEP 2145 262 108. 16 SEP 0350 47 15. * 16 SEP 0950 119 324. * 16 SEP 1550 191 366. * 16 SEP 2150 263 108. 16 SEP 0355 48 17. * 16 SEP 0955 120 333. * 16 SEP 1555 192 359. * 16 SEP 2155 264 107. 16 SEP 0400 49 18. * 16 SEP 1000 121 343. * 16 SEP 1600 193 352. * 16 SEP 2200 265 106. 16 SEP 0405 50 20. * 16 SEP 1005 122 353. * 16 SEP 1605 194 345. * 16 SEP 2205 266 105. 16 SEP 0410 51 22. * 16 SEP 1010 123 364. * 16 SEP 1610 195 339. * 16 SEP 2210 267 105. 16 SEP 0415 52 23. * 16 SEP 1015 124 376. * 16 SEP 1615 196 333. * 16 SEP 2215 268 104. 16 SEP 0420 53 25. * 16 SEP 1020 125 388. * 16 SEP 1620 197 327. * 16 SEP 2220 269 103. 16 SEP 0425 54 26. * 16 SEP 1025 126 400. * 16 SEP 1625 198 322. * 16 SEP 2225 270 102. 16 SEP 0430 55 28. * 16 SEP 1030 127 413. * 16 SEP 1630 199 317. * 16 SEP 2230 271 102. 16 SEP 0435 56 30. * 16 SEP 1035 128 425. * 16 SEP 1635 200 312. * 16 SEP 2235 272 101. 16 SEP 0440 57 31. * 16 SEP 1040 129 436. * 16 SEP 1640 201 307. * 16 SEP 2240 273 100. 16 SEP 0445 58 33. * 16 SEP 1045 130 445. * 16 SEP 1645 202 303. * 16 SEP 2245 274 100. 16 SEP 0450 59 35. * 16 SEP 1050 131 453. * 16 SEP 1650 203 298. * 16 SEP 2250 275 99. 16 SEP 0455 60 36. * 16 SEP 1055 132 462. * 16 SEP 1655 204 294. * 16 SEP 2255 276 98. 16 SEP 0500 61 38. * 16 SEP 1100 133 473. * 16 SEP 1700 205 290. * 16 SEP 2300 277 98. 16 SEP 0505 62 40. * 16 SEP 1105 134 494. * 16 SEP 1705 206 286. * 16 SEP 2305 278 97. 16 SEP 0510 63 41. * 16 SEP 1110 135 527. * 16 SEP 1710 207 282. * 16 SEP 2310 279 97. 16 SEP 0515 64 43. * 16 SEP 1115 136 576. * 16 SEP 1715 208 279. * 16 SEP 2315 280 96. 16 SEP 0520 65 45. * 16 SEP 1120 137 637. * 16 SEP 1720 209 275. * 16 SEP 2320 281 95. 16 SEP 0525 66 47. * 16 SEP 1125 138 708. * 16 SEP 1725 210 272. * 16 SEP 2325 282 95. 16 SEP 0530 67 48. * 16 SEP 1130 139 787. * 16 SEP 1730 211 268. * 16 SEP 2330 283 94. 16 SEP 0535 68 50. * 16 SEP 1135 140 885. * 16 SEP 1735 212 265. * 16 SEP 2335 284 94. 16 SEP 0540 69 52. * 16 SEP 1140 141 1016. * 16 SEP 1740 213 262. * 16 SEP 2340 285 93. 16 SEP 0545 70 54. * 16 SEP 1145 142 1162. * 16 SEP 1745 214 259. * 16 SEP 2345 286 92. 16 SEP 0550 71 56. * 16 SEP 1150 143 1343. * 16 SEP 1750 215 256. * 16 SEP 2350 287 92. 16 SEP 0555 72 57. * w 16 SEP 1155 144 1592. * w 16 SEP 1755 216 253. * w 16 SEP 2355 288 91. ******************************+************www ww******** ***wwwwwwwwwww** wwwwwww wwwwwwwwwwwwwwwwwwwwwwwwww wwwwwwwwwwwwwwwww PEAK FLOW TIME MAXIMUM AV ERAGE FLOW (CFS) (HR) 6- HR 24-HR 72-HR 23.92- HR 4070. 1 2.42 (CFS) 1177. 387. 387. 387. (INCHES) 7.327 9.597 9.597 9.597 (AC-FT) 583. 764. 764. 764. CUMULATIVE AREA = 1.49 SQ MI www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www www wwwwwwwwwwwwww w w 75 KK * 46 * COMBINE RT46 AND WPNV w w wwwwwwwwwwwwww 77 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE KIMLEY-HORN POST-DEVELOPMENT MODEL IPNCH 1 PUNCH COMPUTED HYDROGRAPH IOUT 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 288 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.083 TIME INTERVAL IN HOURS KIMLEY-HORN POST-DEVELOPMENT MODEL RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE HYDROGRAPH AT WPNI 1570. 12.17 333. 110. 110. 0.42 HYDROGRAPH AT WPCI 2699. 12.50 750. 246. 246. 0.95 2 COMBINED AT 40 3956. 12.33 1083. 356. 356. 1.37 ROUTED TO RT41 3739. 12.50 1082. 355. 355. 1.37 283.59 12.50 HYDROGRAPH AT WPN2 424. 12.25 95. 31. 31. 0.12 2 COMBINED AT 41 4070. 12.42 1177. 387. 387. 1.49 HYDROGRAPH AT WPBI 807. 12.17 172. 57. 57. 0.21 2 COMBINED AT 42 4678. 12.42 1348. 444. 444. 1.71 ROUTED TO RT43 4381. 12.58 1346. 443. 443. 1.71 273.29 12.58 HYDROGRAPH AT WPN3 471. 12.17 92. 30. 30. 0.12 2 COMBINED AT 43 4577. 12.58 1437. 473. 473. 1.82 HYDROGRAPH AT WPAI 1386. 12.50 385. 127. 127. 0.49 2 COMBINED AT 44 5943. 12.50 1822. 599. 599. 2.31 ROUTED TO RT45 4546. 13.58 1820. 596. 596. 2.31 263.15 13.58 HYDROGRAPH AT WPN4 1410. 12.92 526. 173. 173. 0.67 2 COMBINED AT 45 5593. 13.17 2346. 769. 769. 2.98 ROUTED TO RT46 5519. 13.67 2343. 765. 765. 2.98 247.40 13.67 HYDROGRAPH AT WPNV 1305. 12.33 327. 106. 106. 0.43 2 COMBINED AT 46 5757. 13.58 2664. 871. 871. 3.41 NORMAL END OF HEC-1 L- > 5 N L cc 3 fA L i m tp ` V ctl X in U a U I- c 0 0 0 0 0 N N M -V c 0 L 0 0 0 0, 9 6 6 o 6 U w ao p o ao r-- 0) ti ao 0) r- 0 CO 1~ (I U~ CO ~ O 0 C O V- V- M qt P. I- CO CO w co N co N N N N N N O O p O CO 1~ 0 ~ N N ~ ~ CD ~ I~ d: N M CD CO c0 ~ M ~ ~ r-.: ti P-~ V o ao ao 0 CO O 0 ao o y N N N N N N N N N ~ O E 0 0 LO N ' u cc 0 0 d N m L O O O O 9 d t7 0 d 0 U , C. a~ M O Co r- V V- N LO V M C c) M T- LO W r- : C. Q o Q. Q co ti co ~ ~ r.. O . N N N N N N N Q. C 0 w r- `Oi 0 r- 0 _ M ( 0 N "t N cc D (J O O CD M M O CO CD O I~ O f~ O 1~ M O p N N N N N N N N N O O (U _ ~ O ~ O p O 0 0 0 0 N .C 0 0 0 O O 0 0 0 0 LO LO LO LO U 0 Cl 0 0 0 N 0 W 00 CO ~t F- (O ~ Oi Qi (3 O O O O y y N (0 a, r*~ V7 M (q Lf~ O O O Cl 0 CL O 0 CO CO N CO M Co I-- 0 1- CO CO f- 00 0 O O c r; N N N N N N N N N O O O O 0 O O O O ~ O O O O O M ~ 0 0 (0 00 1~ f~ ~ N (C! t- O. . I- . C> CM . V . 04 . tf LO W) L O CI O M ~ CO ~ O N O M CO 1- O 1- M 1 aD I O O O O p O N N N N N N N N N N O O O O O ; P- c- cA 1- ~O I~ 0 O O h O O O O O O p p O O L. a ~ p o 00 r 0 N 0 M Cl M 00 st 0 O 0 0 ~ 0 O O6 0 0 u L O O o 9 9 d p 0 LO 0 0E 0 0 0 C O 0 0 U 0 0 -0 ~ - E LO E cc o o 0 2 0 O (O CO r I- cA LO cO CO ~ (q N V O O CO 0 x 0 0 L C r N M W LO co cf) h N N N E F-- 3 m 3 ' i E 0 p u O O o N 0 N Go N co N co N co N co N co N Go N C O m CO N 'M 4-- C O X C m 0 m C C~ C co m C N~ cn co = O CO I- cO O V o N M L L c Co L O 0 mm V cO - co N M co 4 v cA O (O O (o p p m E- p C F- c p N O O co N co N Go N N Go N co N co N co N co N N m cc a, p E mm m m C m N N m 7 L v7 c L 7 N c o 0 0 0 0 0 0 m O C m 3 C m m c ~ C m O D 3 c m o o o 0 0 0 0 E Ed) E o W E (DQ) L o 0 0 2 I Z 2CD za a c 0 N v CO LO CO Nt O N O CO N N> r_ N C) m Cc C) C 0 CO 0 M 0 CO 0 cA N CM (O V M LO 7 co CO Lo N O C 3 C) 3~ y 3 C) > p f- N CO N O N M N O N O N M N O N M N C > > c 0 c O c a 0 tI Y O p~JJ C v CO c0 M LO CO 0 cA w m (O m M v O v CO > 7 U 7 C 7 C> 'C C <a m is c is C O= 0 > > p > m C > Co V 'a T7 N O> O O N M V Lo 0 cn m C C O C U D C U O j( W 1~ N M N M N O N O N M N M N M N CO N N O O O cc - A 00Q 0) CDQ ~ 0 N N O r CO M M M n D d r N M ~T 0 (O M (O CD (O r' I~ C I~ c ~ C ti O ~ O CO Q '0 '0 ~ '0 Form 1023 (Rcv. 09-93) (Previous Versions Obsolete) Date County The Texas Department of Transportation (NDOT) offers no objection to the location on the right-of-way of your proposed line as shown by accompanying drawings and notice dated except as noted below. It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. You are requested to notify this office prior to commencement of any routine of periodic maintenance which requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. -'he installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth aerein, the State may take such action as it deems appropriate to compel compliance. * General Special Provisions: • Revegetation Special Provisions: In order to minimize erosion and sedimentation resulting from the proposed installation, the project area will be revegetated ❑ in accordance with TxDOT's Standard Specification Item 164 which specifies the appropriate grass seed mix to be used, or ❑ as indicated on the attachment. Please notify forty-eight (48) hours prior to starting construction of the line in order that we may have a representative present. Texas Department of Transportation APPROVAL Hwy. No. Beg. RM Offset End RM Offset Maintenance Section No. By: District Engineer--District No. STAFF REVIEW COMMENTS No. 2 Project: Wolf Pen Plaza, Site Plan 1. S1. This driveway will not be full access. TXDOT's preliminary design schematic for the Texas Avenue widening project currently shows a median which would allow left turns in to this driveway, but prohibit left turns out. If this "limited access" median is installed and in the opinion of the State and/or the City it becomes problematic (by virtue of accidents or otherwise), the median will be reconstructed to a full median and the driveway in question to the Wolf Pen Plaza site will become right-in/right- out. A traffic signal will not be considered as a means to address any future problems at this location. 2. S1. There is not a sidewalk on the south side of Holleman in this area. The existing sidewalk is on the north side of Holleman adjacent to the site. This sidewalk needs to be shown. 3. S3. Adjust easement line such that sanitary sewer line is contained within the easement. 4. S3. As with the final plat, this utility easement needs to be 15 feet wide. 5. S3. This legend line pattern does not match what is shown on the site plan for the proposed fire lane and utility easement. 6. S1 and S4. Show on the site plan where light vs. heavy duty pavement sections will be used or provide a note on the site plan saying that the heavy duty pavement section will be used in all fire lanes. 7. No staff comment. 8. S1. Show locations of all existing driveways on the same side of Texas Ave. as the site. 9. S1. Show an easement on the plan which coincides with the travel aisle in the parking lot from Texas Ave. to the point in the parking lot where the 10 foot maintenance easement will be constructed to the minimum reservation area. This easement should be the same as that shown on the final plat. 10. S1. We need dumpster enclosure details, including screening details. We are concerned that there is not enough dumpster volume for the buildings along Bush East. 11. S1 Add screening (plant or otherwise) to the area adjoining the creek. 12. S4. Staff needs to see the texture and colors of the retaining walls. This wall will have to be structurally sound in accordance with FEMA requirements. 13. S1. Clarify on site plan locations where temporary knock off curb will be used. Reviewed by: Blue Team Date: 6/20/99 Staff Review Comments Page 1 of 1 (FN x ~I ml m VaL r + + + + r + + T + h f f T + tr n! + + 7` + h + ± r ~ + r F + r + + r r r r r t + t + + T + f Y r + + r r r Y + + r r r t r r + t + + r + + r r + r r 4 f + + T 4 + + f r + r r + + r + t } t + t + f + T 4 4 f + } f + r r r + r + + + a + r + r + r } + 4 } r++} + h T f f + t + + r + h + + + + + h + f f + + 4 + + 4 + + } Y Y + + + + T + T + f } f r + + f t T h T T T f r Y r + r r + + + r + ++r f Y + t + } t + + + f r t f i f + 4 + + + + } t 4 T } + + T + i + t + + i + f + + r + + + + f t + + t T + + 4 + f f M T 4 } } + + f f } T i T + T + 4 4 T Y + T + T + r r + r r r + r r + r + a r + r a 4 + r + N~ T1 D ;!-A W D m A ' C J m + t « + r + + + + r r r s + + r +C41 + r + r + f + f-Y r f F + f + + 4 f T + + + t + + r t + + T r r t + r r + r rr + + + + + t t r + + + t + r t + + f T M f + + # + f + + f f } + f } + t + + f + r + # + i + +t r r + + r r r r' + + + + + + r a + + r T + + + + f + M + + + + r r r t r t + + r + + r r - r + + r r r r r + + r r + + f t f T + f { r t + r r r r r r r + r + t # r + + + + + r r t + r T t r r + r r r + + r r + r r + t r + t r + t r + + r r r f f f # + t + t + + + + f + r + i f + f + + + f f r T i + t + D D a m 00 c a m ~1 CL m T Y + + r T + + ? + r r r r i r t r + + r + r + + r i + 'F T + T t r Y r + r t r r r r + r r r r r + r + r + r + r r + r + r r t r r t r + + + + r r + T r + + + r r + r + + r + r r « r TIT + + ~t r « f « r + r f t f « + T + + + + + + + T r r + + T f f + + « + + + r r r + + + + r r + + + r + + r + r r + + r r r + r + + r T r + + T r + + r r + T r + t r r r r t + + r ♦ r r r r r r + + i r r + T f T T + + 41 + + + + Y + + T + T + + + + f r r r t + r + t « + t r r r « T r t + + + T +++t+ r + r r + r r + + r t « r r « + t + + T + + + T + + + r + t r + + r r + + r t f i + T + + + + r r + r r r r r r + + r r + + r r r r + + f f t r + r+rr D iA m N~ TI i a m Li V--.yam--O~~ar + r + + r i + t + r T#+ + h + r + ~ f tT r 4 i f + + f f t f f f + + t T T f + t + + f f + t r i f f + + f + r f T T t + t f f + Y + + h + + f f + + + + r } } ~f r r + ♦ + h f + h + + + t r t + t f Y + h r + + h f r + + + + # f + f + r r h h f f f r + + ff f f + f 4 # + t + + f i Y T T + f + T T + f + + + + + + + + + + + + + r + + + + f i f + i + + f f + t Y + f + T f T+ri + r + t t r r + r h r + + r r + r + r f i T r f + r h + f T T + + + Y f + f f f ♦ f + + Y + + + T + f f f T r + r r h + r r + r a + r t h r r t f r r t r r t t r r r r r t r + + r f + r f + + r r t r t r r t t + f Y t + f + + T + T + + h N D D CITY OF COLLEGE STATION CUSTOMER RECEIPT OPER: MRODGERS CT DRAWER: 1 DATE: 5/17/99 88 RECEIPT: 8846884 DESCRIPTION OTY AMOUNT TP TM 99 588285 1 $488.88 *BL CK BUILDING PERMITS THE SEITZ GROUP INSPECTION FEE CK.1216 $388.88 DEVELOPMENT PERMIT FEE CK.1215 $188.88 1913 TEXAS AVE S MR TENDER DETAIL CK $488.88 DATE: 5/17/99 TIME: 16:48:59 TOTAL PERSONAL CHECK $488.88 AMOUNT TENDERED $488.88 THANK YOU r 4 rf: A Al, i ~'y ; 016: tA2 j ~ f G"1 s , ~1~ 0 f ~J ~w;IS-, tf 1.i~ 47 .w i 1 i L' +E t C,' c irk ; _ .f r a , .R Iv- r: , t 15 SA ~ `y, t y~ ; , ~ rte, 7 a- Y~ etar ~ ~~°y~4q g 016 -i r m JA 2 a 4 7~11. a t IVY, -'~j~r it i~ f ~~x e ~ + rA • , .ll 7 f w r r m 1~~7 - twe 'Alt" ss } 2' r d ~ ~ ~ y J.i~. :apt h f y 1 ~ ~ Ja .f. i :y c_ Y - may„ , y r ' r ~ Y S." i ii.1 •li a v ~ Yom; Y~`[,~Y G3 •,,L'' JA~L RN, a » ' 3 l T1 J 1..... 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's',r7,4k ;~s 5+ . .:,V E _ ■ Floodplain Study Wolf Pen Plaza College Station, Texas Prepared For: The Seitz Group 6805 Hillcrest Avenue, Suite 200 Dallas, TX 75205 Prepared By: Kimley-Horn and Associates, Inc. Suite 1800 12700 Park Central Drive Dallas, Texas 75251 (972)-770-1300 © Kimley-Horn and Associates, Inc. January 2000 ❑ ~ ❑ Kimley-Horn and Associates, Inc. ,gyp FpR Gm )O ~ ~ ~ 1999 JA S KEVIN S. GASKEY 69165 I I Kimley-Horn and Associates, Inc. The Seitz Group Floodplain Study Wolf Pen Plaza College Station, Texas Prepared For: The Seitz Group 6805 Hillcrest Avenue, Suite 200 Dallas, TX 75205 Prepared By: Kimley-Horn and Associates, Inc. Suite 1800 12700 Park Central Drive Dallas, Texas 75251 (972)-770-1300 January 2000 © Kimley-Horn and Associates, Inc. G:\HYD RO\projects\63006027\Report\wlf_rprt.doc Kimley-Horn The Seitz Group ❑ ❑ and Associates, Inc. Table of Contents 1 Appendices t List of Tables 1. Introduction i l 1.1 Authority ........................................................................................1 ' 1.2 History .........................................................................................1 1.3 Purpose of Study .........................................................................................1 ' 1.4 Location .........................................................................................2 1.5 General Site Characteristics .........................................................................................2 ' 1.5.1 Landscape 1.5.2 Soils .........................................................................................2 .........................................................................................2 1.6 Methodology .........................................................................................2 1.7 Results 2. Hydrology .........................................................................................2 .........................................................................................4 ' 2.1 Method Description 2.2 Model Description .........................................................................................4 .........................................................................................4 3. Hydraulics .........................................................................................5 3.1 Method Description .........................................................................................5 3.2 Work Study Maps .........................................................................................5 ' 3.3 Roughness Coefficients .........................................................................................5 3.4 Cross Section Description .........................................................................................6 3.4.1 Duplicate Effective Model .........................................................................................6 3.4.2 Corrected Effective Models .........................................................................................6 3.4.3 Proposed Project Models .........................................................................................7 3.6 Final Results .........................................................................................8 ' 3.6.1 Hydraulic Analysis Results .........................................................................................8 4. References .........................................................................................9 I ' The Seitz Group (Wolf Pen Creek) January, 2000 G:\HYDRO\projects\63006027\Report\wlf_rprt.doc -i- Kimley-Horn and Associates, Inc. The Seitz Group Appendices Appendix A: HEC-2 Models Duplicate Effective Model - Floodplain Corrected Effective Model- Floodplain Proposed Project Model - Floodplain Appendix B: Exhibit Maps, Stream Profiles, and Cross-Sections List of Tables Table 1: Manning's "n„ Values ......................................................................................................................................5 Table 2: Comparison of Water Surface Elevations ........................................................................................................8 Table 3: Summary of Corrected Effective and Proposed-Project Hydraulics ................................................................8 This document, together with the concepts and designs presented herein, is an instrument of services intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. The Seitz Group (Wolf Pen Creek) January, 2000 G:\HYDRO\projects\63006027\Report\wlf_rprt.doe -ii- Kimley-Horn The Seitz Group ❑ and Associates, Inc. 1, Introduction 1.1 Authority The Seitz Group, Inc. retained the services of Kimley-Horn and Associates, Inc. for the evaluation of floodplain impacts to Wolf Pen Creek. This report will describe the overall characteristics of the overbank improvements to Wolf Pen Creek and the associated adjustments to the floodplain. It will also include supporting technical documentation for the floodplain delineation. Acting on behalf of the client, contacts for the study are as follows: Kevin Gaskey, P.E. ' Dan Grant, E.I. Kimley-Horn and Associates, Inc. 12700 Park Central Drive, Suite 1800 1 Dallas, Texas 75251 (972) 770-1300 1.2 History ' Wolf Pen Creek and its watershed are located in Brazos County. Wolf Pen Creek is a tributary of Carters Creek. The drainage area includes the eastern half of Texas A&M University east toward State Highway 6 ' and beyond to its confluence with Carters Creek. 1.3 Purpose of Study Portions of the subject property currently lie within a Federal Emergency Management Agency (FEMA) designated Zone AE, which is an area of 100-year flood with base flood elevations and flood hazard factors determined. The remaining portion of the property is designated as Zone X, which is an area ' outside the 100-year floodplain. Subsequent to the FEMA maps, Nathan D. Maier Consulting Engineers (NDMCE) submitted a letter of map revision for Wolf Pen Creek. Their hydraulic model covered this property, although the revised flood boundary maps considered only their client's property. The purpose of this study is to, first determine if a portion of the site can be reclaimed from the 100-year floodplain based on the NDMCE map revision, and then to provide design data to the City that indicates a "no rise" condition for the 100-year event in the built out condition. ' The Seitz Group (Wolf Pen Creek) January, 2000 G:\HYDRO\projects\63006027\Report\wlf_rprt.doe 1 Kimley-Horn The Seitz Group and Associates, Inc. 1.4 Location The site is located on the northeast corner of Texas Ave and Holleman Drive, downstream of the Texas Ave bridge. The site is bounded by Texas Ave to the southwest, Wolf Pen Creek to the north and northeast, and Holleman Drive to the southeast. Tributary "A" outfalls into Wolf Pen Creek from the west at the northeast border of the site. 1.5 General Site Characteristics 1.5.1 Landscape The upland areas of the site are abandoned building foundations with light brush. The low-lying areas adjacent to the channel are a combination of heavy brush and trees-- The existing Wolf Pen Creek main channel is "V" shaped with side slopes from 1:1 to 2:1. Portions of the channel are incised. There are areas of local erosion along the banks throughout the project reach. 1.5.2 Soils r Based on local soil surveys, soils within the site are primarily ligniferous clays and sands. The zone most adjacent to Wolf Pen Creek indicates soils with high plasticity indeces and low strength. Other zones within the site contain high plasticity clays with considerable compressive strength, indicating that these soils are not erosive to moderate stream velocity. ' 1.6 Methodology KHA applied the NDMCE HEC-2 analysis to the stream reach utilizing identical hydrology. KHA then developed a corrected effective hydraulic model that incorporated three additional cross sections through ' the subject property. The purpose of this modification was to facilitate the no-rise investigation. 1.7 Results KHA applied and mapped the NDMCE floodplain and floodway boundaries. Improvements on the subject site are partially within the 100-year flood fringe, but are entirely outside the 100-year floodway, per the previous hydraulic studies of NDMCE. Based on City concurrence, a LOMR shall be submitted to FEMA t depicting the NDMCE floodplain/floodway boundaries. The site shall be developed consistent with these boundaries, and ultimately a LOMR based on fill may be submitted. The Seitz Group (Wolf Pen Creek) January, 2000 G:\HYDRO\projects\63006027\Report\wlf_rprt.doc -2- Kimley-Horn The Seitz Group and Associates, Inc. ' KHA has evaluated the impact of the floodplain encroachment, and finds minimal increases in water surface elevations for the 100-year event. As discussed with the City, a LOMR based on an as-built survey will be required. The minimal increases mentioned above will be addressed based on that survey. Ill u J u Ij The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc January, 2000 -3- 1 Kimley-Horn and Associates, Inc. The Seitz Group 2. Hydrology 2.1 Method Description Discharge values were obtained from the effective FEMA FIS and are consistent with the LOMR submitted for SCC Development, Ltd. by NDMCE in October, 1998 and the CLOMR submitted for Clarke-Wyndham by NDMCE in September, 1998. 2.2 Model Description Tributary "A" outfalls into Wolf Pen Creek from the west at the northern border of the site. Flow values are increased at the cross sections downstream of Tributary "A" in each of the models to account for this outfall. The Floodplain Models (Duplicate Effective, Corrected Effective and Proposed Project) discharge values within project limits are: 10 year (upstream of Tributary "A") 2591 cfs 10 year (downstream of Tributary "A") 2980 cfs 50 year (upstream of Tributary "A") 50 year (downstream of Tributary "A") 3571 cfs 4109 cfs 100 year (upstream of Tributary "A") 100 year (downstream of Tributary "A") 500 year (upstream of Tributary "A") 500 year (downstream of Tributary "A") The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc 3969 cfs 4564 cfs 4800 cfs 5519 cfs January, 2000 -4- 1 1 Kimley-Horn and Associates, Inc. 3. The Seitz Group Hydraulics 3.1 Method Description The hydraulic models for this study were prepared based on two-foot aerial topography that was obtained from NDMCE upon the direction of the City of College Station, and two-foot topography that was recently prepared for the project site by KHA. The effective FEMA FIS was prepared by NDMCE for the 1998 LOMR and CLOMR submittals. NDMCE submitted a CLOMR in September, 1998 for Clarke-Wyndaham Real Estate Investment Services and a LOMR in October, 1998 for SCC Development Ltd. Both the CLOMR and the LOMR were submitted for developments that are located on Wolf Pen Creek within one mile downstream of the site proposed in this report. KHA received the effective FEMA FIS model dated January 13, 1999 with these revisions from NDMCE at direction of the City of College Station. 3.2 Work Study Maps The existing and proposed floodplain limits for the study are shown in Appendix B. 3.3 Roughness Coefficients ' The Roughness coefficients (Manning's "n") Values used in the Corrected Effective Model have been altered from the Duplicate Effective Model. Based on discussions with City staff, the Manning's "n" ' values used in the Effective FEMA model are higher than what is necessary to represent actual field conditions. The representative "n" values have been modified in the project reach only. The proposed project will improve the right overbank of the channel within the property boundary and will not modify the main channel or the left overbank. A retaining wall will be constructed along outer ' portions of the right overbank. The right overbank will be regraded within the site property boundary. These improvements will lower the roughness coefficient of the right overbank. KHA used a lower ' roughness coefficient to represent the proposed conditions (i.e. wall and grading in front of the wall) within the project site along the right overbank. The roughness coefficient for the proposed right overbank is based on the recommended Manning's "n" Values published in the City of College Station Drainage Policy and Design Standards. All of these improvements to the right overbank are represented in the ' proposed project model. The Seitz Group (Wolf Pen Creek) January, 2000 G:\HYDRO\projects\63006027\Report\wif rprt.doc -5- Kimley-Horn ' and Associates, Inc. The Seitz Group Table 1: Manning's "n" Values River Stations Manning's "n" Value Left Overbank Main Channel Right Overbank Duplicate Right Overbank Proposed Effective and Corrected All Models All Models Effective Models Project Model Downstream to 163.00 0.075 .0055 0.075 0.075 166.10 to 176.50 0.070 .0050 0.070 0.065 179.40 to 180.40 0.070 .0050 0.070 0.070 180.40 to upstream 0.065 0.055 0.065 0.065 ' 3.4 Cross Section Description 3.4.1 Duplicate Effective Model NDMCE provided KHA with both the floodplain and floodway effective FIS models. KHA has labeled this model as the Duplicated Effective model in this report. Model results for the 100 year discharge, within project vicinity, are summarized in Table 2 with computer output files located in Appendix A. As part of the analysis it is necessary to ensure that the hydraulic model used is consistent with the previous study's paper copy results. This ensures that model version variation or keystroke errors do not ' impact the modeling results. 3.4.2 Corrected Effective Models ' The NDMCE Duplicate Model was then annotated to facilitate the analysis of the Proposed Project. Although this study provides a revision to the floodplain only, KHA reviewed both the floodplain and ' floodway models that were prepared by NDMCE. It should be noted that the geometric data in the two cross sections 160.20 and 163.0 differ significantly between NDMCE's floodplain and floodway models. ' NDMCE references geometric revisions to these two cross sections in the title cards of both the floodway and floodplain models. However, only the NDMCE floodway model had been revised with these changes. ' The NDMCE floodplain model had not been updated with these changes. ' The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt.doc January, 2000 -6- Kimley-Horn The Seitz Group and Associates, Inc. ' KHA revised the Duplicate Effective model based on its review of the effective FIS floodplain and floodway models and the most recent available topographical mapping. The geometric data for the two ' cross sections 160.20 and 163.0 in the floodplain model was revised to match the updated geometry in the floodway model. KHA added three cross sections (166.10, 173.30, and 176.50) at the locations that best ' represent the improvements to the right overbank in the proposed project. KHA revised the geometric data in cross sections 171.80, 175.30, and 179.40, which are located within the project site. The geometric data in both the three additional cross sections and the revised cross sections located within the project site boundary is based on the two- foot topographical mapping that was recently produced for ' the project site, and the two-foot aerial topography obtained from the City of College Station. The recent site topography is limited to the outer edge of the right overbank and does not cover the main channel or the left overbank. The city topography covers the entire vicinity. Therefore the cross section data for outeial: portions of the right overbank is based on the recent site topography and the data for the main channel, lefts overbank, and the remaining inner portions of the right overbank are based on the city topography./ The Floodplain Map in Appendix B shows both the site and city topography that was used to model the ' three additional cross sections and the revisions to the cross sections located within the project site boundary. In the Floodplain Map, the city topography is trimmed and removed within the project site ' property boundary and the recent site topography has replaced it. The resulting model was used to determine the baseline existing conditions 100-year water surface t elevations. Model results for the 100 year discharge are summarized in Tables 2 and 3, with computer output files located in Appendix A and cross section plots in Appendix C. ' 3.4.3 Proposed Project Models ' The Proposed Project model is based on modifications to the Corrected Effective model to reflect proposed site development. The modifications to the Corrected Effective model consist of; clearing and regrading the right overbank, constructing a retaining wall along portions of the outer right overbank of the channel, and placing fill along portions of the outer right overbank of the channel. ' Model results are summarized in Tables 2 and 3, with computer output files in Appendix A and cross section plots in Appendix C. F_ L The Seitz Group (Wolf Pen Creek) January, 2000 G:\HYDRO\projects\63006027\Report\wlf rpr[.doc -7- CI_" Kimley-Horn M and Associates, Inc. The Seitz Group 3.6 Final Results 3.6.1 Hydraulic Analysis Results The proposed project conditions will only slightly increase the water surface elevations (due to a shift in the weighted conveyance with a more efficient right overbank) and thus will comply in as-built conditions with the City of College Station Drainage Policy and Design Standards. Tables 2 and 3 show the hydraulic modeling results of the 100 year discharge for Wolf Pen Creek within proposed project boundaries. Table 2: Comparison of Water Surface Elevations Ri 100-Year Water Surface Elevations ver Station Discharge (cfs) Duplicate Effective Corrected Effective proposed-Project 166.10 4564 280.27 280.27 171.80 3969 283.73 282.16 282.15 173.30 3969 282.64 282.64 175.30 3969 286.27 283.97 283.94 176.50 3900 284.76 284.68 179.40 3900 287.19 285.42 285.44 Table 3: Summary of Corrected Effective and Proposed Project Hydraulics River 100 year Water Surface Elevations Net Change in 100-Year Channel Velocity Station Corrected Effective Proposed- Project Water Surface (ft) Corrected Effective Proposed- Project 166.10 280.27 280.27 0.00 8.04 8.03 171.80 282.16 282.15 -0.01 8.39 8.36 173.30 282.64 282.64 0.00 9.58 9.51 175.30 283.97 283.94 -0.03 8.14 8.17 176.50 284.76 284.68 -0.08 6.01 6.40 179.40 285.42 285.44 +0.02 6.23 6.21 9.5? The Seitz Group (Wolf Pen Creek) January, 2000 G:\HYDRO\projects\63006027\Report\wlf rprt.doc -8- Kimley-Horn The Seitz Group and Associates, Inc. 4. References 1. Nathan D. Maier Consulting Engineers Request for a Letter of Map Revision Wolf Pen Creek, College Station, Texas, October 1998. 2. Nathan D. Maier Consulting Engineers Request for a Conditional Letter of Map Revision Wolf Pen Creek, College Station, Texas, September 1998. 3. City of College Station. Drainage Policy and Design Standards, October 1990. 4. Flood Insurance Rate Map, Brazos County, Texas, Panel 48041C0144C. 5. Army Corp of Engineers., User Manual for HEC-2, September 1991. The Seitz Group (Wolf Pen Creek) January, 2000 G:\HYDRO\projects\63006027\Report\wlf_rprt.doc -9- ' 1w*wwwwwww*wwwwwwwww,r**wwww**www****wwwwww*ww * HEC-2 WATER SURFACE PROFILES w * Version 4.6.2; May 1991 w * * RUN DATE 10SEP99 TIME 11:05:49 ww*wwwwwwwwwwww,rw**ww**wwww**wwww*****www*ww 1 ' 10SEP99 11:05:49 ' *****www*w*wwww**wwwww****wwwww***www NEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 wwwwwwwwwwwwwwwwwwww**w*wwwww*wwwwwww X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX ****ww*wwwww*****w********ww*w**wwww*** * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 *ww*ww*********www***w**w*wwww***w*www* XXXXX X X X XXXXX XXXXX X X XXXXXXX PAGE 1 THIS RUN EXECUTED 10SEP99 11:05:49 ' 11-14-95 using erv meyer's file "WOLFAMPR" as a base model and new topo from clarke & windham, secns 124.00, 126.00, 130.90, 135.60, & 145.60 were revised and model rerun to determine limits at these sections. ' 9-16-98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge Lake. Stations 189.00 - 223.20 Modified to match FIS. Appears to be 450 ft. added into the NDM stationing At about station 186.00 Revised 10/22/98 to remove fill in left bank at 160.20 and 163.00 Revised 01/12/99 to correct channel reach length at 124.00-145.60 ' T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 10-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2R Revised 10/22/98 to remove fill in left bank at 160.20 and 163.00 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 .001977 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 0 0 0 -1 0 0 0 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 ' J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** 10 -10 ' J6 IHLEQ ICOPY SUBDIV STRTDS RMILE 1 QT 4 3941 5287 5645 6882 NC 0.09 .075 0.06 0.1 0.3 1 ' 10SEP99 11:05:49 PAGE 2 ' BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE X1 26.30 17 1153 1185 0 0 0 GR 250.0 1000 248.0 1030 246.0 1070 244.0 1100 242.0 1145 GR 240.0 1153 236.0 1156 235.0 1158 235.0 1168 236.0 1173 ' GR 238.0 1180 240.0 1185 242.0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 X1 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 1325 242.0 1535 ' GR 240.0 1545 238.0 1550 237.0 1553 238.0 1562 240.0 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1780 GR 260.0 1900 X1 45.60 16 1302 1335 700 500 830 GR 250.0 650 250.0 1018 248.0 1030 246.0 1060 244.0 1285 GR 242.0 1297 240.0 1302 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246.0 1380 250.0 1430 252.0 1460 254.0 1500 GR 256.0 1555 X1 49.20 17 1305 1335 150 300 360 GR 250.0 600 250.0 1015 246.0 1045 246.0 1260 244.0 1300 GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238.0 1320 1 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC 075 .075 .060 ' X1 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252.0 1050 250.0 1085 248.0 1200 248.0 1425 GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248.0 1795 250.0 1835 252.0 1870 OT 4 3949 5261 5515 6793 X1 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252.0 1060 250.0 1240 248.0 1280 246.0 1630 ' GR GR 240.0 256.0 1650 1860 246.0 1670 248.0 1740 250.0 1750 254.0 1810 NC .065 .065 .060 .3 .5 X1 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266.0 1100 264.0 1300 262.0 1560 260.0 1675 GR 258.0 1790 256.0 1940 250.0 1960 248.0 1968 246.0 1990 GR 245.0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260.0 2430 260.0 2560 260.0 2665 266.0 2850 STATE HIGHWAY 6 WEST L ANE, U/S IS MOST RESTRICTIVE (4-10' X 81) W'X H' ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE X1 70.00 12 1700 1742 100 100 100 GR 270.0 1000 268.0 1095 266.0 1190 264.0 1450 263.85 1700 ' GR 246.11 1700 246.11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 2870 1 ' 10SEP99 11:05:49 PAGE 3 NC .015 SB 1.25 1.5 2.9 0 42 2 320 0 247.32 246.11 X1 73.70 370 370 370 1.21 X2 1 255.32 263.85 ST 10 1000 270.0 0 1095 268.0 0 1190 266.0 0 BT 1450 264.0 0 1700 263.85 0 1742 263.85 0 2600 ' BT 264.0 0 2695 266.0 0 2780 268. 0 0 2870 270.0 BT 0 NC .070 .070 .060 SECTION CUT OFF AT HOLLEMAN R.O.W. AND LOWE'S ENTRANCE X1 75.10 18 1600 1630 100 150 140 GR 270.0 1000 270.0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258.0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 ' GR 254.0 1765 270.0 1765 270.0 2260 NC .1 .3 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 77.70 22 1529 1570 190 310 260 ' GR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257.63 1287 GR 258.00 1299 256.00 1349 254.70 1449 254.50 1503 252.50 1529 GR 246.30 1534 243.25 1549 246.61 1564 254.01 1570 257.71 1623 GR 257.35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 ' GR 263.34 1907 270.0 1907 ' NC .075 .075 .065 SECTION CUTOFF AT HOLLEMAN R.O.W. AND LOWE'S BUILDING X1 80.80 15 1315 1355 320 230 GI 270.00 1000 263.4 1000 262.0 1080 GR 254.0 1315 248.0 1325 246.39 1330 GR 256.0 1580 260.0 1660 262.0 1850 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 83.60 13 1360 1395 270 160 ' GR 270.00 1000 263.4 1000 260.0 1180 GR 254.0 1360 246.37 1370 254.0 1395 GR 262.0 1700 264.0 1760 270.0 1760 ' SECTION CUTOFF AT HOLLEMAN R.O.W. X1 85.55 13 1410 1455 200 270 GR 270.00 1000 263.6 1000 258.0 1290 GR 252.0 1420 246.64 1430 252.0 1435 ' GR 260.0 1480 262.0 1515 270.0 1795 SECTION CUTOFF AT HOLLEMAN R.O.W. X1 88.15 12 1400 1445 280 230 GR 270.00 1000 263.6 1140 262.0 1270 GR 254.0 1430 246.61 1440 254.0 1445 GR 260.0 1545 270.0 1670 7 10SEP99 11:05:49 SECTION CUTOFF AT SEARS SERVICE CENTER X1 91.90 14 1660 1705 450 200 GR 270.00 1470 266.0 1470 264.0 1540 GR 258.0 1625 256.0 1660 254.0 1670 GR 256.0 1705 258.0 1780 260.0 1815 SECTION CUTOFF AT SEARS SER VICE CENTER X1 95.00 16 1181 1211 170 350 GR 266.01 1000 264.56 1057 263.16 1107 GR 253.06 1190 251.96 1207 256.94 1211 GR 259.84 1389 268.82 1457 270.32 1507 ' GR 280.36 1780 X1 98.55 13 1670 1695 360 170 GR 269.35 1140 266.0 1240 264.0 1340 GR 258.0 1595 256.0 1620 254.0 1670 ' GR 262.0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512.5 .025 X1 103.00 14 1512.5 1567.5 150 600 ' GR 269.35 1140 266.0 1240 264.0 1340 GR 256.0 1490 255.0 1512.5 254.0 1512.5 GR 255.0 1567.5 256.0 1582 258.0 1588 ' QT 4 3830 5195 5630 6940 A MPHITHEATER DAM NH 4 .045 1296 .025 1374 .045 X1 108.10 14 1310 1374 500 220 GR 274.0 1140 267.0 1233 257.0 1278 ' GR 254.0 1310 254.0 1342 254.0 1374 GR 266.0 1408 268.0 1465 269.0 1510 NC 065 .065 L AKE MODIFIED TO REFLECT SILT NH 4 .075 1130 .045 1374 .025 X1 112.00 16 1486 1634 360 320 GR 272.0 1000 270.0 1130 267.0 1318 GR 256.00 1374 255.00 1486 254.00 1486 ' GR 255.0 1634 256. 1645 263. 1672 GR 271.0 1755 INC L AKE MODIFIED TO REFLECT SILT .3 .5 NH 4 .045 1464 .025 1565 .045 100' D/ S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTER SECTION X1 112.90 15 1473 1565 100 250 GR 272.0 1000 267.0 1432 256.0 1464 GR 254.0 1540 254.0 1565 255.0 1565 GR 265.0 1650 266.0 1658 269.7 1680 1 101EP99 11:05:49 310 260.0 1210 258.0 1290 246.39 1340 254.0 1355 270.0 1850 270.0 2160 280 258.0 1270 256. 0 1285 256.0 1400 260.0 1560 195 256.0 1315 254.0 1410 254.0 1440 258.0 1455 260 260.0 1330 256.0 1400 256.0 1510 258.0 1530 PAGE 4 375 262.0 1565 260.0 1600 247.49 1675 254.0 1680 270.0 1965 310 262.36 1157 262.36 1181 257.94 1257 259.44 1357 277.65 1607 282.35 1699 355 262.0 1420 260.0 1500 252.58 1675 260.0 1695 1567.5 .045 1675 445 262.0 1450 259.0 1480 254.00 1540 254.0 1567.5 270.0 1675 1408 .075 1584 510 255.0 1296 255.0 1310 255.0 1374 255.15 1385 270.0 1584 1634 .045 1755 390 265.0 1330 265.0 1345 254.0 1560 254.0 1634 264.0 1685 265.0 1714 1760 .075 1820 90 255.0 1473 254.0 1473 256.0 1578 265.0 1613 269.7 1760 272.0 1820 PAGE 5 D/S FACE BOX CULVERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION X1 113.90 12 1418 1460 100 100 100 GR 271.21 1000 270.4 1140 269.86 1240 269.32 1340 269 04 GR 254.19 1418 254.19 1460 269.04 1460 270.11 1500 . 271 00 GR 271.49 1700 272.12 1800 . NC .015 1 SB X1 1.25 116.20 1.50 2.9 0 42 230 2 230 400 230 0 255.34 1.15 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269 86 BT 1340 269.32 0 1418 269.04 0 1460 269.04 . 0 BT 270.11 0 1600 271.00 0 1700 271.49 0 1800 BT 0 NC .075 .075 .055 X1 GR 116.70 272.06 15 1000 1495 271.48 1587 1100 50 270.94 50 1200 50 270.4 1300 269 86 GR 269.68 1445 264.0 1495 255.34 1520 255.34 1562 . 264 0 GR 271.0 1650 271.24 1750 271.87 1850 272.5 1950 . 272.82 QT 4 3711 5132 5763 7075 NC .1 .3 X1 119.20 9 1300 1337 250 250 250 GR 271.48 1000 264.0 1030 262.0 1290 260.0 1300 256 12 GR 260.0 1337 264.0 1380 268.0 1465 272.5 1510 . S ECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 124.00 22 1070 1111 580 300 565 GR 272 1000 270 1003 268 1007 266 1010 264 GR 266 1018 268 1070 266 1073 264 1075 262 GR 260 1080 258 1083 256.42 1087 258 1091 260 GR 262 1103 264 1106 266 1111 268 1149 270 GR 272 1243 272 1314 SECTION UPDAT ED USING LATEST TOP O-NOV 6, 1995 X1 126.00 22 1161 1244 240 180 300 GR 276 1000 274 1005 272 1012 270 1028 268 GR 266 1133 266 1161 264 1177 264 1190 262 ' GR 260 1225 258 1226 256 1232 258 1237 268 GR 268 1257 268 1273 266 1285 268 1320 270 GR 270 1380 272 1512 NC .090 .090 .075 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 130.90 21 1010 1099 500 370 750 GR 276 1000 274 1010 272 1020 270 1029 268 GR 266 1049 264 1056 258 1065 258 1082 264 ' GR 266 1099 268 1149 268 1162 270 1265 272 GR 272 1485 272 1520 274 1565 274 1593 276 GR 278 1823 SE CTION UPDATED USING LATEST TOPO-NOV 6, 1995 ' erv meyers update in lob w mwr revisions in ro b 1 0SEP99 11:05:49 IX1 LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01 /94,UPDATED 11-6-95 135.60 24 1860 1920 340 300 835 GR 277.5 1000 278 1184 276 1294 272 1321 270 GR 270 1540 268 1550 268 1763 270 1848 270 GR 268 1875 266 1880 263.14 1895 264 1900 266 GR 268 1910 270 1920 272 1930 274 1945 276 GR 278 1975 280 2035 282 2200 284 2290 ~T 4 2837 3954 4444 5541 SECTION UPDATE D USING LATEST TOPO -NOV 6, 1995 erv meyers update in L ob w mwr re visions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,UPDATED 11- 6-95 1 145.60 16 1610 1636 410 450 550 R 280 1090 278 1127 275 1328 273 1580 272 R 265.95 1624 265.95 1624 266 1627 268 1630 270 GR 272 1725 274 1756 276 1785 278 1814 280 R 280 1894 SECTION CUTOFF AT XMAS STORE 1 156.40 13 1135 1190 520 600 1080 GR 283.24 1120 283.24 1120 283.24 1120 274.0 1135 272 0 1R 270.0 1150 267.52 1155 270.0 1175 272.0 1190 . 274.0 1418 1600 254.19 0 1500 272.12 1385 1587 2050 1310 1014 1077 1097 1200 1059 1221 1244 1341 1033 1090 1425 1748 PAGE 6 1515 1860 1905 1955 1610 1636 1844 1145 1260 ' GR 276.0 1330 278.0 1370 280.0 1480 QT 4 2980 4109 4564 5519 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 160.20 15 1360 1400 250 220 380 GR 285 1000 284.11 1140 284 1175 277 1205 276 0 1240 GR 274.0 1290 272.0 1360 270.0 1365 266.79 1375 . 270.0 1385 GR 274.0 1400 276.0 1420 278.0 1470 280.0 1555 282.0 1610 LACOUR SUBDIVISION NO FILL IN LEFT BANK ' X1 163.00 16 1460 1492 350 240 280 GR 284.0 1230 282.5 1230 282 1245 280 1300 279 1343 GR 276 1368 276.0 1460 270.0 1475 268.98 1480 270 0 1485 GR 272.0 1492 274.0 1515 276.0 1600 278.0 1665 . 280.0 1690 GR 284.0 1745 QT 4 2591 3571 3969 4800 SEC TION CUTOFF AT CAR WASH X1 171.80 11 1385 1415 400 480 850 GR 286.0 1340 284.09 1340 284.09 1340 276.0 1385 271 0 1400 GR 280.0 1415 282.0 1430 284.0 1520 286.0 1570 . 288 0 1690 GR 290.0 1730 . ' X1 175.30 13 1310 1350 330 420 350 GR 286.8 1000 284.0 1150 282.0 1240 280.0 1290 278 0 1310 GR 270.72 9 1330 280.0 1350 282.0 1360 284.0 1380 . 290 0 1380 GR 2 0.0 1540 290.0 1565 290.0 1640 . 1 0SEP99 11:05:49 PAGE 7 QT 4 2575 3520 3900 4740 NC .3 .5 100' D/S OF BOX CULVERT ON TEXAS AVENUE X1 179.40 13 1110 1160 310 410 410 GR 286.6 1000 286.0 101.0 284.0 1083 282.0 1095 280 0 1110 GR 273.16 1130 280.0 1160 282.0 1170 284.0 1190 . 284 0 1215 GR 290.0 1340 290.0 1385 290.0 1460 . D/S FACE BOX CULVERTS ON TE XAS AVENUE 1 I 180.40 11 1235 1266.3 160 60 100 R 290.0 800 289.4 1000 286.6 1235 273.01 1235 273 01 1266 3 GR 286.5 1266.3 286.0 1410 286.0 1500 286.4 1590 . 287 2 . 1625 GR 290.5 1640 . C .015 B X1 1.25 181 12 1.5 2.9 0 31.3 1.3 300 0 273.01 273.01 . 112 112 112 2 1 283.01 286.6 T I 9 800 290.0 0 1000 286.6 0 1235 286 75 0 T 1266.3 286.75 0 1410 286.6 0 1500 286.6 . 0 1590 BT 286.8 0 1625 287.2 0 1640 290.5 0 C .065 .065 .055 .1 .3 I NDM STATION 186.00 100' U/S BOX CUL VERTS X1 182.40 11 1185 1270 100 100 100 R 290.0 800 289.4 1000 286.6 1150 286.0 1185 273 8 1207 R O 273.8 1215 284.0 1250 286.0 1270 288.0 1300 . 288 0 1555 R 290.0 1620 . NDM STATION 189.00 185.50 12 1370 1435 260 390 300 295.0 1000 295.0 1310 288.0 1310 286.0 1370 276 3 1400 276.3 1403 288.0 1435 290.0 1470 292.0 1545 . 294 0 1660 GR 298.0 1840 300.0 1880 . NDM STATION 191.50 188.00 8 1425 1490 150 270 250 GR 290.0 1060 288.0 1370 286.0 1425 276.75 1462 286 0 1490 GR 288.0 1500 290.0 1510 300.0 1765 . 4 2560 3464 3855 4675 NDM STATION 194.30 X1 190.80 13 1235 1280 230 200 280 295.0 1175 288.0 1185 286.0 1235 277.5 1258 277 5 1262 284.0 1280 286.0 1355 290.0 1395 292.0 1435 . 294 0 1490 1 296.0 1530 298.0 1585 300.0 1610 . 10SEP99 11:05:49 ' PAGE 8 NC .075 NDM STATION 197.00 X1 193.50 ' GR 295.0 12 1210 1252 289.0 1297 1210 275 288.0 320 1240 270 286.0 1252 278.1 GR 286.0 1297 288.0 1320 290.0 1345 294.0 1410 296.0 GR 298.0 1570 300.0 1610 NDM STATION 199.00 ' X1 195.50 12 1292 1380 200 150 200 GR 295.0 1260 288.0 1260 280.0 1311 279.0 1315 280.0 GR 286.0 1340 288.0 1355 290.0 1380 292.0 1500 296.0 GR 298.0 1620 300.0 1690 ' NC .085 .085 .050 QT 4 1050 1391 1536 1830 NDM STATION 201.00 X1 197.50 13 1290 1350 380 130 200 GR 300.0 1160 293.5 1170 292.0 1230 290.0 1255 286.0 GR 284.0 1290 280.5 1320 282.0 1330 284.0 1350 290.0 GR 296.0 1470 298.0 1610 300.0 1655 NDM STATION 203.00 X1 199.50 10 1230 1290 150 230 200 GR 3100.0 1140 293.5 1150 292.0 1170 286.0 1230 282.0 GR 286.0 1290 296.0 1380 298.0 1415 300.0 1455 302.0 ' NDM STATION 207.00 X1 203.50 12 1355 1375 320 410 400 GR 300.0 1000 298.0 1015 296.0 1100 296.0 1285 294.0 GR 288.0 1355 286.1 1370 286.0 1375 294.0 1410 296.2 ' GR 298.0 1792 300.0 1800 NDM STATION 209.00 X1 205.50 ' GR 300.0 14 1000 1198 298.0 1215 1080 180 294.0 130 1140 225 292.0 1160 290.0 GR 288.0 1198 287.0 1205 288.0 1215 290.0 1225 294.0 GR 296.0 1275 298.0 1300 298.0 1380 300.0 1390 NDM STATION 210.80 ' X1 207.30 10 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 1158 296.0 1168 290.0 GR 287.5 1195 290.0 1210 296.0 1233 300.0 1250 302.0 ' NC .3 .5 NDM STATION 213.30 X1 209.80 10 1250 1265 250 240 250 GR 306.0 1000 304.0 1061 302.0 1140 300.0 1180 298.0 GR 290.0 1250 289.0 1255 290.0 1265 300.0 1265 300.8 ~ NDM STATION 215.30 10SEP99 11:05:49 X1 211.80 12 1295 1310 150 180 200 GR 310.0 1000 308.0 1060 306.0 1100 304.0 1190 300.0 GR 294.0 1295 291.0 1308 294.0 1310 298.0 1345 300.0 ' GR 300.7 1380 300.8 1580 NDM STATION 215.90 X1 212.40 ' GR 308.1 18 820 1101.9 308.0 1114.1 830 90 304.0 30 1000 60 302.0 1070 298.0 GR 290.96 1101.9 290.96 1102 290.96 1102.8 290.96 1105 290.96 GR 290.96 1111 290.96 1113.2 290.96 1114 290.96 1114.1 298.0 GR 300.6 1175 300.6 1210 320.0 1210.1 ' NC .024 1275 1490 1322 1560 1275 1380 1260 1520 1285 1410 1180 1250 1185 1400 1197 1430 PAGE 9 1265 1360 1086 1108 1129 SB 1.25 1.5 2.9 0 8.5 0 55 0 290.96 290.96 NDM STATION 216.30 X1 212.80 40 40 40 X2 1 297.46 300.60 BT 18 820 308.1 0 830 308.0 0 1000 304.0 0 BT 1070 302.0 0 1086 301.3 0 1101.9 300.6 0 1102 BT 300.6 0 1102.8 300.6 0 1105 300.6 0 1108 300.6 ST 0 1111 300.6 0 1113.2 300.6 0 1114 300.6 0 ' BT 1114.1 300.6 0 1129 300.6 0 1175 300.6 0 1210 BT 300.6 0 1210.1 320.0 0 NC .050 .050 .045 ' NDM STATION 216.50 X1 GR 213.00 308.1 13 1000 1315 308.0 1345 1055 20 306.0 20 1135 20 304 0 GR 300.0 1300 298.0 1315 292.5 1330 . 292 5 GR 300.0 1380 300.0 1395 320.0 1395 . NDM STATION 219.20 ' X1 GR 215.70 13 1225 1255 230 290 270 307.0 1000 306.0 1055 304.0 1190 302 0 GR 294.0 1240 296.0 1250 298.0 1255 . 300 0 ' GR NC 306.0 1380 308.0 1395 310.0 1420 . .1 .3 NDM STATION 221.10 X1 217.60 14 1150 1210 300 300 190 GR 305.9 1000 306.0 1030 306.0 1085 304 0 ' GR 296.2 1175 296.2 1185 298.0 1195 . 300 0 GR 304.0 1230 306.0 1245 308.0 1265 . 310 0 NDM STATION 223.20 . X1 219.70 GR 306 0 9 1000 1085 1120 170 210 210 . 304.0 1055 302.0 1085 300 0 GR 1 300.0 1115 302.0 1120 308.0 1150 . 310.0 ' 10SEP99 11:05:49 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 10SEP99 11:05:49 ' T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES 95 T2 EXIST. COND. 50-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATERoAND1LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS q 0 3 0 0 .001977 ' J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 2 0 -1 -1 ' IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 10SEP99 11:05:49 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 2- EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE 3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 4 0 .001799 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 3 0 1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF NROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR ETAILS. 10SEP99 11:05:49 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 500-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0 5 0 .001977 1190 302.0 1225 1338 298.0 1345 1205 298.0 1225 1275 302.0 1340 1150 300.0 1200 302.0 1290 1090 297.0 1170 WSEL FQ CHNIM ITRACE WSEL FQ 247.44 CHNIM ITRACE WSEL FQ 1170 1210 1100 PAGE 10 PAGE 11 PAGE 12 PAGE 13 ' J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF ' PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 10SEP99 11:05:49 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 *****w*wwww*w**w*w********wwwwwwwwwww THIS RUN EXECUTED 10SEP99 11:05:50 t HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 *******************w********wwwwwwwww NOTE ASTERISK AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ' WOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 ' SECNO XLCH ELTRD 26.300 .00 ' 26.300 .00 26.300 .00 26.300 .00 * 37.300 1100.00 37.300 1100.00 37.300 1100.00 37.300 1100.00 45.600 830.00 45.600 830.00 45.600 830.00 * 45.600 830.00 ' 49.200 360.00 49.200 360.00 49.200 360.00 49.200 360.00 - 55.000 580.00 55.000 580.00 * 55.000 580.00 * 55.000 580.00 ' 61.000 600.00 61.000 600.00 61.000 600.00 ' 61.000 600.00 69.000 800.00 * 69.000 800.00 * 69.000 800.00 69.000 800.00 10SEP99 ' SECNO ' 70.000 70.000 70.000 70.000 ' 73,700 PAGE 14 ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K .00 .00 235.00 235.00 3941.00 5287 00 246.50 247 14 244.81 246.67 19.94 4.85 1809.68 882.60 .00 235.00 . 5645.00 . 247.44 245.45 245 43 247.31 247 59 20.16 5.08 2290.71 1177.49 .00 235.00 6882.00 247.82 . 246.01 . 247 99 17.99 19 80 4.89 2519.74 1330.93 . . 5.25 2824.26 1546.57 .00 .00 237.00 237.00 3941.00 5287 00 247.50 248 19 243.79 247.56 8.68 2.97 2336.41 1337.28 .00 237.00 . 5645.00 . 248.42 244.27 244 36 248.27 248 50 10.23 3.39 2732.00 1652.61 .00 237.00 6882.00 248.90 . 244.69 . 249 00 10.23 11 64 3.45 2869.83 1764.80 . . 3.80 3179.17 2017.00 .00 .00 237.50 237.50 3941.00 5287 00 248.31 249 12 245.89 248.53 0 .00 237.50 . 5645.00 . 249.34 246.79 246 85 249.37 249 59 23. 0 5.75 1799.84 1099.92 .00 237.50 6882.00 249.92 . 247.27 . 250 21 23.17 25 09 5.83 1889.16 1172.78 . . 6.28 2125.59 1373.81 .00 .00 237.70 237.70 3941.00 5287 00 248.96 249 79 247.33 249.22 31.34 5.80 1361.12 703.94 .00 237.70 . 5645.00 . 250.01 247.84 247 99 250.06 250 28 31.84 6.20 1681.42 936.99 .00 237.70 6882.00 250.63 . 248.35 . 250 89 31.61 30 89 6.26 1769.45 1004.08 . . 6.44 2268.35 1238.16 .00 .00 239.00 239.00 3941.00 5287 00 250.17 250 93 248.59 250.27 17.59 3.95 2028.40 939.75 .00 239.00 . 5645.00 . 251.13 248.93 248 96 251.03 251 22 15.57 3.95 2613.57 1340.01 .00 239.00 6882.00 251.69 . 249.29 . 251 79 15.07 14 43 3.95 2767.12 1454.36 . . 4.02 3219.31 1811.46 .00 .00 240.00 240.00 3949.00 5261 00 250.81 251 52 248.48 250.89 12.89 3.40 2037.71 1099.77 .00 240.00 . 5515.00 . 251.69 248.79 248 86 251.61 251 78 13.44 3.68 2484.67 1435.10 .00 240.00 6793.00 252.24 . 249.12 . 252 35 13.06 13 66 3.68 2603.18 1526.08 . . 3.92 2995.76 1837.73 .00 .00 245.00 245.00 3949.00 5261 00 253.20 253 94 252.24 254.76 153.97 10.22 413.29 318.25 .00 245.00 . 5515.00 . 254.06 253.29 253 47 256.05 256 27 181.03 11.94 479.46 391.01 .00 245.00 6793.00 254.62 . 254.47 . 257 37 186.79 211 12.27 490.48 403.53 . .16 13.74 544.48 467.47 11:05:49 PAGE 15 XLCH 100.00 100.00 100.00 100.00 370.00 ELTRD .00 .00 .00 .00 263.85 ELLC .00 .00 .00 .00 255.32 ELMIN 246.11 246.11 246.11 246.11 247.32 Q 3949.00 5261.00 5515.00 6793.00 3949.00 CWSEL 254.69 255.69 255.86 256.63 256.67 CRIWS 252.59 253.95 254.20 255.43 .00 EG 256.56 258.34 258.67 260.30 258.24 10 KS 175.96 226.13 236.18 287.26 8.54 VCH 10.96 13.08 13.47 15,37 10.05 AREA 360.37 402.32 409.40 441.84 392.78 .01K 297.70 349.85 358.86 400.79 1351.23 73.700 370.00 263.85 255.32 247.32 5261.00 260.60 .00 261.98 5.54 9.43 557.90 2236.05 * 73.700 370.00 263.85 255.32 247.32 5515.00 261.43 .00 262.77 5.13 9.31 592.62 2433.76 * 73.700 370.00 263.85 255.32 247.32 6793.00 262.62 .00 264.36 6.21 10.57 642.75 2725.04 75.100 140.00 .00 .00 245.93 3949.00 258.60 255.37 258.81 16.14 4.85 1310.09 982.87 t 75.100 140.00 .00 .00 245.93 5261.00 262.36 256.09 262.45 5.38 3.37 2473.95 2268.25 75.100 140.00 .00 .00 245.93 5515.00 263.14 256.12 263.22 4.44 3.16 2740.67 2617.98 75.100 140.00 .00 .00 245.93 6793.00 264.84 256.79 264.92 3.86 3.15 3318.76 3456.92 ' 77.700 260.00 .00 .00 243.25 3949.00 259.00 252.71 259.11 8.64 3.58 2082.66 1343.46 * 77.700 260.00 .00 .00 243.25 5261.00 262.50 256.06 262.53 2.12 2.08 4416.48 3612.23 * 77.700 260.00 .00 .00 243.25 5515.00 263.26 256.30 263.29 1.66 1.90 4973.46 4274.28 * 77.700 260.00 .00 .00 243.25 6793.00 264.95 257.16 264.97 1.28 1.78 6447.81 6007.25 ' 80.800 310.00 .00 .00 246.39 3949.00 259.32 256.48 259.46 15.60 4.02 1610.14 999.78 80.800 310.00 .00 .00 246.39 5261.00 262.58 257.00 262.62 4.27 2.53 3575.24 2544.56 80.800 310.00 .00 .00 246.39 5515.00 263.32 257.11 263.36 3.20 2.26 4188.62 3083.44 * 80.800 83.600 310.00 280.00 .00 .00 .00 .00 246.39 246.37 6793.00 3949.00 264.99 259.76 257.52 257.49 265.02 260.08 2.24 36.93 2.04 5.86 5611.76 1109.63 4542.13 649.79 * 83.600 280.00 .00 .00 246.37 5261.00 262.69 258.44 262.78 9.39 3.53 2653.99 1716.53 * 83.600 280.00 .00 .00 246.37 5515.00 263.40 258.50 263.47 6.80 3.12 3163.33 2115.17 ' 83.600 280.00 .00 .00 246.37 6793.00 265.05 259.14 265.10 4.31 2.68 4405.14 3271.72 85.550 195.00 .00 .00 246.64 3949.00 260.56 257.53 260.77 30.56 4.64 1179.64 714.34 85.550 195.00 .00 .00 246.64 5261.00 262.91 258.25 263.02 13.39 3.66 2157.81 1437.62 ' 85.550 85.550 195.00 195.00 .00 .00 .00 .00 246.64 246.64 5515.00 6793.00 263.56 265.15 258.36 258.99 263.66 265.22 10.37 6.92 3.36 3.01 2511.86 3460.20 1712.22 2583.24 88.150 260.00 .00 .00 246.61 3949.00 261.33 258.01 261.54 28.50 4.43 1159.04 739.69 88.150 260.00 .00 .00 246.61 5261.00 263.27 258.57 263.43 17.04 3.96 1808.51 1274 64 88.150 260.00 .00 .00 246.61 5515.00 263.85 258.76 263.98 13.86 3.71 2063.99 . 1481.26 ' 88.150 260.00 .00 .00 246.61 6793.00 265.34 259.40 265.46 10.12 3.47 2787.95 2135.08 91.900 375.00 .00 .00 247.49 3949.00 262.23 259.26 262.42 27.35 4.42 1216.56 755.07 91.900 375.00 .00 .00 247.49 5261.00 263.84 259.84 264.01 19.27 4.19 1714.31 1198.46 ' 91.900 375.00 .00 .00 247.49 5515.00 264.32 259.87 264.47 16.59 4.01 1877.41 1353.96 91.900 375.00 .00 .00 247.49 6793.00 265.70 260.47 265.84 13.22 3.89 2409.00 1868.44 95.000 310.00 .00 .00 251.96 3949.00 263.15 260.51 263.36 31.82 4 84 1164 29 700 05 95.000 310.00 .00 .00 251.96 5261.00 264.50 261.13 264.70 24.57 . 4.68 . 1620.03 . 1061.27 95.000 310.00 .00 .00 251.96 5515.00 264.89 261.17 265.08 21.66 4.51 1766.20 1184.97 95.000 310.00 .00 .00 251.96 6793.00 266.15 261.53 266.31 17.07 4.31 2282.49 1644.08 10SEP99 11:05:49 PAGE 16 SECNO 98.550 XLCH 355.00 ELTRD .00 ELLC .00 ELMIN 252.58 a 3949.00 CWSEL 263.80 CRIWS 259.47 EG 263.89 10*KS 12.38 VCH 3.12 AREA 1819.29 01K 1122.31 * 98.550 355.00 .00 .00 252.58 5261.00 265.05 260.10 265.13 10.33 3.14 2472.67 1637.24 * 98.550 355.00 .00 .00 252.58 5515.00 265.38 260.23 265.46 9.38 3.06 2671.45 1800.44 98.550 355.00 .00 .00 252.58 6793.00 266.55 260.77 266.62 7.68 2.99 3427.56 2452.01 * 103.000 445.00 .00 .00 254.00 3949.00 263.85 258.82 264.11 3.36 4.89 1273.37 2155.67 * 103.000 445.00 .00 .00 254.00 5261.00 265.05 259.70 265.37 3.61 5.47 1656.57 2768.98 * 103.000 445.00 .00 .00 254.00 5515.00 265.38 259.86 265.69 3.48 5.48 1774.92 2954.63 103.000 445.00 .00 .00 254.00 6793.00 266.52 260.64 266.85 3.42 5.79 2231.36 3670.97 108.100 510.00 .00 .00 254.00 3830.00 264.05 258.16 264.25 2.24 4.06 1208.99 2557.13 108.100 510.00 .00 .00 254.00 5195.00 265.24 258.96 265.52 2.73 4.83 1402.09 3145.49 108.100 510.00 .00 .00 254.00 5630.00 265.54 259.19 265.84 2.91 5.07 1451.35 3300.06 ' 108.100 510.00 .00 .00 254.00 6940.00 266.65 259.87 267.01 3.14 5.60 1646.89 3916.73 * 112.000 390.00 .00 .00 254.00 3830.00 264.25 256.63 264.28 .30 1.51 2842.64 7038.64 * 112.000 390.00 .00 .00 254.00 5195.00 265.52 257.05 265.57 .35 1.79 3312.48 8734.65 112.000 390.00 .00 .00 254.00 5630.00 265.85 257.18 265.89 .37 1.87 3439.51 9197.65 * 112.000 390.00 .00 .00 254.00 6940.00 267.02 257.54 267.07 .40 2.06 3909.94 10969.99 * 112.900 90.00 .00 .00 254.00 3830.00 264.20 257.66 264.35 1.50 3.38 1357.97 3126.80 * 112.900 90.00 .00 .00 254.00 5195.00 265.45 258.41 265.66 1.81 4.01 1592.26 3858.79 * 112.900 90.00 .00 .00 254.00 5630.00 265.76 258.63 266.00 1.92 4.20 1661.39 4061.22 * 112.900 90.00 .00 .00 254.00 6940.00 266.92 259.27 267.19 2.05 4.61 1922.05 4852.52 * 113.900 100.00 .00 .00 254.19 3830.00 263.66 260.53 265.10 69.70 9.63 397.75 458.76 113.900 100.00 .00 .00 254.19 5195.00 264.59 261.97 266.79 97.74 11.90 436.72 525.48 * 113.900 100.00 .00 .00 254.19 5630.00 264.78 262.39 267.27 108.87 12.66 444.81 539.59 * 113.900 100.00 .00 .00 254.19 6940.00 265.59 263.63 268.85 133.90 14.50 478.75 599.76 116.200 230.00 269.04 265.34 255.34 3830.00 264.12 .00 265.79 9.65 10.38 368.98 1232.91 * 116.200 230.00 269.04 265.34 255.34 5195.00 266.67 .00 268.52 8.48 10.92 475.84 1783.65 200 116 230.00 269.04 265.34 255.34 5630.00 267.37 .00 269.30 8.38 11.14 505.46 1944.32 . 116.200 230.00 269.04 265.34 255.34 6940.00 267.90 .00 270.59 11.27 13.15 527.73 2067.11 700 116 50.00 .00 .00 255.34 3830.00 265.85 260.88 266.25 22.32 5.07 781.14 810.76 . 700 116 50.00 .00 .00 255.34 5195.00 268.66 261.99 269.02 14.05 4.90 1202.87 1385.87 . 700 116 50.00 .00 .00 255.34 5630.00 269.48 262.30 269.82 12.55 4.86 1351.52 1589.33 . 116.700 50.00 .00 .00 255.34 6940.00 271.00 263.15 271.35 11.36 5.01 1834.02 2059.19 119.200 250.00 .00 .00 256.12 3711.00 266.59 264.39 266.73 15.41 4.35 1586.84 945.20 119.200 250.00 .00 .00 256.12 5132.00 269.19 264.80 269.26 6.27 3.31 2744.26 2049.42 119.200 250.00 .00 .00 256.12 5763.00 269.97 265.06 270.04 5.46 3.23 3113.62 2466.21 119.200 250.00 .00 .00 256.12 7075.00 271.47 265.42 271.54 4.41 3.15 3846.30 3368.53 124.000 565.00 .00 .00 256.42 3711.00 268.26 268.26 269.99 151.00 11.21 433.88 302.00 124.000 565.00 .00 .00 256.42 5132.00 269.64 269.37 271.15 117.22 11.13 666.09 474.01 124.000 565.00 .00 .00 256.42 5763.00 270.32 269.67 271.64 98.02 10.72 799.74 582.08 124.000 565.00 .00 .00 256.42 7075.00 271.71 270.49 272.73 68.69 9.86 1105.34 853.66 10SEP99 11:05:49 PAGE 17 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 12.000 300.00 .00 .00 256.00 3711.00 270.67 266.77 270.82 13.08 3.70 1451.31 1026.00 126.000 300.00 .00 .00 256.00 5132.00 271.75 267.88 271.92 13.11 4.03 1929.59 1417.57 126.000 300.00 .00 .00 256.00 5763.00 272.20 268.27 272.37 12.91 4.13 2146.31 1603.72 126.000 300.00 .00 .00 256.00 7075.00 273.16 268.88 273.33 11.66 4.18 2631.88 2072.12 130.900 750.00 .00 .00 258.00 3711.00 271.88 267.26 272.05 25.40 3.83 1361.50 736.29 130.900 750.00 .00 .00 258.00 5132.00 272.92 268.85 273.09 25.36 4.00 1887.25 1019.11 130.900 750.00 .00 .00 258.00 5763.00 273.34 269.32 273.50 25.00 4.04 2104.60 1152.52 130.900 750.00 .00 .00 258.00 7075.00 274.18 270.14 274.34 23.24 4.04 2569.91 1467.62 135.600 835.00 .00 .00 263.14 3711.00 272.95 269.73 272.99 12.71 2.33 2311.16 1041.11 135.600 835.00 .00 .00 263.14 5132.00 273.90 270.13 273.96 12.20 2.51 2912.82 1469.18 135.600 835.00 .00 .00 263.14 5763.00 274.29 270.30 274.34 12.10 2.59 3153.10 1656.70 135.600 835.00 .00 .00 263.14 7075.00 275.05 270.61 275.11 11.69 2.72 3645.87 2068.94 145.600 550.00 .00 .00 265.95 2837.00 274.49 273.60 274.89 117.86 6.79 715.62 261.32 145.600 550.00 .00 .00 265.95 3954.00 275.28 274.30 275.63 98.98 6.75 1047.63 397.43 145.600 550.00 .00 .00 265.95 4444.00 275.59 274.48 275.92 90.36 6.64 1198.26 467.51 145.600 550.00 .00 .00 265.95 5541.00 276.51 274.89 276.75 59.24 5.84 1690.64 719.90 156.400 1080.00 .00 .00 267.52 2837.00 278.04 274.61 278.19 24.14 3.73 1045.13 577.37 156.400 1080.00 .00 .00 267.52 3954.00 278.90 275.45 279.10 28.17 4.32 1275.47 745.02 156.400 1080.00 .00 .00 267.52 4444.00 279.21 275.64 279.42 29.93 4.56 1368.60 812.32 156.400 1080.00 .00 .00 267.52 5541.00 279.77 276.36 280.03 34.34 5.09 1552.61 945.62 160.200 380.00 .00 .00 266.79 2980.00 278.76 275.28 278.89 21.37 3.75 1196.97 644.61 160.200 380.00 .00 .00 266.79 4109.00 279.70 275.98 279.86 22.96 4.16 1507.00 857.56 160.200 380.00 .00 .00 266.79 4564.00 280.05 276.34 280.21 23.35 4.30 1629.20 944.44 160.200 380.00 .00 .00 266.79 5519.00 280.69 276.73 280.87 24.02 4.55 1871.20 1126.03 163.000 280.00 .00 .00 268.98 2980.00 279.43 276.72 279.54 22.67 3.64 1316.79 625.88 163.000 280.00 .00 .00 268.98 4109.00 280.41 277.23 280.52 21.94 3.87 1693.38 877.23 163.000 280.00 .00 .00 268.98 4564.00 280.76 277.44 280.88 21.71 3.95 1837.96 979.52 163.000 280.00 .00 .00 268.98 5519.00 281.41 277.80 281.54 21.51 4.11 2123.69 1189.90 171.800 850.00 .00 .00 271.00 2591.00 282.50 280.49 283.44 131.99 8.50 1 386.93 225.52 171.800 850.00 .00 .00 271.00 3571.00 283.41 281.72 284.60 152.89 9.82 501.33 288.80 171.800 850.00 .00 .00 271.00 3969.00 283.73 282.35 284.98 158.88 10.25 550.64 314.88 171.800 850.00 .00 .00 271.00 4800.00 284.31 283.34 285.66 166.01 10.91 654.35 372.54 175.300 350.00 .00 .00 270.72 2591.00 284.71 280.16 284.90 23.57 4.19 933.05 533.71 175.300 350.00 .00 .00 270.72 3571.00 285.88 281.52 286.07 22.68 4.43 1281.69 749.79 175.300 350.00 .00 .00 270.72 3969.00 286.27 282.07 286.46 22.54 4.52 1415.91 836.08 175.300 350.00 .00 .00 270.72 4800.00 286.97 282.79 287.17 22.63 4.71 1674.35 1009.05 179.400 410.00 .00 .00 273.16 2575.00 285.68 281.01 285.94 28.01 4.46 782.06 486.55 179.400 410.00 .00 .00 273.16 3520.00 286.81 282.18 287.08 28.03 4.82 `.1068.90 664.90 400 179 00 410 .00 .00 273.16 3900.00 287.19 282.55 287.47 28.00 4.94 `1175.42 736.97 . 179.400 . 410.00 .00 .00 273.16 4740.00 287.89 283.34 288.19 28.83 5.23--- -,h378.47 882.84 10SEP99 11:05:49 PAGE 18 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 180.400 100.00 .00 .00 273.01 2575.00 285.96 278.96 286.59 75.53 6.35 405.31 296.28 180.400 100.00 .00 .00 273.01 3520.00 287.09 280.31 287.76 84.06 6.99 757.67 383.92 * 180.400 180.400 100.00 100.00 .00 .00 .00 .00 273.01 273 01 3900.00 4740 00 287.49 280.82 288.07 77.00 6.82 940.54 444.46 . . 288.23 286.30 288.68 64.65 6.46 1310.84 589.49 * * 181.120 181.120 112.00 112.00 286.60 286.60 283.01 283.01 273.01 273 01 2575.00 3520 00 286.53 . 287 2.65 6.05 541.24 1581.94 * 181.120 112.00 286.60 283.01 . 273.01 . 3900 00 286.76 286 89 .00 .76 4.61 8.06 628.86 1639.73 181.120 112.00 286.60 283.01 273.01 . 4740.00 . 286 98 .00 00 288.07 5.43 8.80 679.30 1673.92 . . 288.68 7.81 10.59 712.70 1696.60 * * 182.400 182.400 100.00 100.00 .00 .00 .00 00 273.80 273 80 2575.00 286.95 281.44 287.24 21.90 4.39 613 54 550 29 182.400 100.00 .00 . .00 . 273.80 3520.00 3900 00 287.54 287 84 282.60 287.98 29.83 5.42 . 716.25 . 644.52 * 182.400 100.00 .00 .00 273.80 . 4740.00 . 288 48 283.03 283 87 288.33 31.16 5.69 778.23 698.62 . . 288.99 31.50 6.03 1052.64 844.59 * 185.500 185.500 300.00 300.00 .00 .00 .00 .00 276.30 276 30 2575.00 3520 00 287.77 284.41 288.33 45.59 6.08 459.76 381 38 ' 185.500 300.00 .00 .00 . 276.30 . 3900.00 288.58 288 91 285.54 285 98 289.32 53.92 7.11 562.31 . 479.37 185.500 300.00 .00 .00 276.30 4740.00 . 289.54 . 287 00 289.70 290 45 54.99 7.40 607.87 525.91 . . 57.90 8.01 700.33 622.93 188.000 188.000 250.00 250.00 .00 .00 .00 .00 276.75 276 75 2575.00 3520 00 288.78 284.78 289.12 23.93 4.89 646.44 526 38 * * 188.000 250.00 .00 .00 . 276.75 . 3900.00 289.78 290 15 285.99 286 14 290.14 23.22 5.24 982.36 . 730.51 188.000 250.00 .00 .00 276.75 4740.00 . 290 88 . 287 08 290.49 21.95 5.25 1145.27 832.47 . . 291.17 19.25 5.18 1479.67 1080.45 ' 190.800 190.800 280.00 280.00 .00 .00 .00 00 277.50 277 50 2560.00 289.43 286.18 289.61 13.97 4.03 894 12 684 82 190.800 280.00 .00 . .00 . 277.50 3464.00 3855 00 290.41 290 74 286.94 290.62 14.56 4.43 . 1103.19 . 907.90 190.800 280.00 .00 .00 277.50 . 4675.00 . 291 37 287.03 287 62 290.96 15.11 4.62 1177.62 991.76 . . 291.62 16.14 4.98 1326.35 1163.67 * 193.500 193.500 270.00 270.00 .00 .00 .00 00 278.10 278 10 2560.00 289.82 286.80 290.37 38.65 6.34 508 45 411 78 * * 193.500 270.00 .00 . .00 . 278.10 3464.00 3855 00 290.79 291 13 288.17 291.44 41.04 7.07 . 644.71 . 540.74 193.500 270.00 .00 .00 278.10 . 4675.00 . 291 77 288.69 289 53 291.82 42.58 7.38 695.32 590.78 195.500 200.00 00 00 . . 292.55 45.40 7.98 796.79 693.85 * 195.500 200.00 . .00 . 00 279.00 279 00 2560.00 290.69 285.95 290.89 18.28 3.65 714 15 598 77 * * 195.500 200.00 .00 . .00 . 279.00 3464.00 3855 00 291.73 292 10 286.91 291.98 18.90 4.12 . 914. . 796.2 ' 195.500 200.00 .00 .00 279.00 . 4675.00 . 292.82 287.27 287.94 292.38 293.13 19.21 19.52 4.29 4.59 1002.08 1179.41 879.49 1058 02 197.500 197.500 200.00 200.00 .00 .00 .00 00 280.50 280 50 1050.00 290.94 284.44 290.98 1.88 1.70 795 0 . 765 3 197.500 200.00 .00 . .00 . 280.50 1391.00 1536 00 292.03 292 43 284.89 292.08 2.05 1.92 . 976.03 . 972.47 197.500 200.00 .00 .00 280.50 . 1830.00 . 293 18 285.07 285 42 292.48 2.12 2.01 1052.37 1055.94 . . 293.24 2.22 2.16 1220.13 1228.21 199.500 199.500 200.00 200.00 .00 .00 .00 00 282.00 282 00 1050.00 290.98 286.09 291.05 3.96 2.15 655 00 527 93 199.500 199.500 200.00 200.00 .00 .00 . .00 .00 . 282.00 282.00 1391.00 1536.00 1830.00 292.08 292.47 293 22 286.55 286.74 287 10 292.15 292.55 3.89 3.88 2.35 2.42 . 835.31 906.69 . 705.05 779.41 . . 293.30 3.86 2.55 1051.23 931.66 10SEP99 11:05:49 ' PAGE 19 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 KS VCH AREA 01K * _ 203.500 203.500 400.00 400.00 .00 .00 .00 00 286.00 286 00 1050.00 291.89 290.45 292.35 56.43 6.58 265 68 . 139 78 203.500 400.00 .00 . .00 . 286.00 1391.00 1536 00 292.82 293 17 291.07 293.28 48.39 6.81 . 357.52 . 199.96 203.500 400.00 .00 .00 286.00 . 1830.00 . 293 84 291.30 291 74 293.64 46.17 6.91 395.73 226.06 . . 294.31 42.24 7.07 474.38 281.57 205.500 205.500 225.00 225.00 .00 .00 .00 00 287.00 287 00 1050.00 292.98 291.47 293.38 47.63 6.35 277 11 152 15 205.500 225.00 .00 . .00 . 287.00 1391.00 1536 00 293.78 294 09 292.07 294.20 45.25 6.77 . 356.46 . 206.79 205.500 225.00 .00 .00 287.00 . 1830.00 . 294 68 292.28 292 70 294.52 44.17 6.91 390.18 231.11 ' 207.300 180.00 .00 00 287 50 1050 . . 295.12 41.39 7.09 462.21 284.46 207.300 180.00 .00 . 00 . 287 50 .00 293.76 292.52 294.56 77.21 7.54 172 13 119 49 * 207.300 180.00 .00 . .00 . 287.50 1391.00 1536 00 294.44 294 69 293.25 295.45 84.03 8.56 . 207.77 . 151.74 207.300 180.00 .00 .00 287.50 . 1830.00 . 295 17 293.53 294 06 295.79 86.70 8.96 222.01 164.96 . . 296.43 91.94 9.71 249.39 190.85 ' 209.800 209.800 250.00 250 00 .00 00 .00 289.00 1050.00 295.96 294.15 296.52 74 29 7 08 209.800 . 250.00 . .00 .00 .00 289.00 289 00 1391.00 1536 00 296.93 294.89 297.54 . 74.66 . 7.56 214.55 270.96 121.8 160 99 ' 209.800 250.00 .00 .00 . 289.00 . 1830.00 297.31 298.02 295.18 295.71 297.94 298.67 74.93 74.67 7.74 8 02 . 293.93 177.44 340 54 211 7 211.800 211.800 200.00 200.00 .00 00 .00 00 291.00 1050.00 297.63 297.34 298.79 149 07 . 9 95 . . 8 211.800 200.00 . .00 . .00 291.00 291 00 1391.00 1536 00 298.48 298.13 299.60 . 127.13 . 10.17 167.37 86.00 227.29 123 37 ' 211.800 200.00 .00 .00 . 291.00 . 1830 00 298.84 299 46 298.35 299.91 115.80 10.11 . 256.16 142.74 . . 298.82 300.50 104.55 10.22 308.34 1 78.97 * 212.400 212.400 60.00 60.00 .00 .00 .00 .00 290.96 1050.00 290 96 139 298.75 296.12 299.33 38.70 7.27 233 18 1 68 79 212.400 60.00 .00 .00 . 1.00 290.96 1536.00 299.33 299.53 297.02 297.36 300.11 300.40 49.17 54.05 8.60 9.15 . . 271.30 198.37 285.42 208.92 * * * * * 1 * 1 * * * 11 212.400 60.00 .00 .00 290.96 1830.00 299.91 298.27 300.95 62.44 10.13 316.31 231.59 212.800 40.00 300.60 297.46 290.96 1050.00 301.40 .00 301.76 3.76 5.74 488.20 541.20 212.800 40.00 300.60 297.46 290.96 1391.00 301.72 .00 302.28 5.67 7.19 534.05 584.11 212.800 40.00 300.60 297.46 290.96 1536.00 301.82 .00 302.47 6.65 7.83 546.19 595.80 212.800 40.00 300.60 297.46 290.96 1830.00 301.91 .00 302.80 9.03 9.18 559.76 609.02 213.000 20.00 .00 .00 292.50 1050.00 301.69 297.82 301.84 8.96 3.46 429.55 350.79 213.000 20.00 .00 .00 292.50 1391.00 302.24 298.79 302.41 10.23 3.88 521.78 434.88 213.000 20.00 .00 .00 292.50 1536.00 302.45 299.19 302.63 10.67 4.04 557.53 470.17 213.000 20.00 .00 .00 292.50 1830.00 302.83 299.96 303.03 11.41 4.31 626.86 541.70 215.700 270.00 .00 .00 294.00 1050.00 301.98 299.36 302.19 14.76 4.16 347.43 273.31 215.700 270.00 .00 .00 294.00 1391.00 302.56 300.10 302.79 15.84 4.57 427.84 349.46 215.700 270.00 .00 .00 294.00 1536.00 302.78 300.37 303.02 16.17 4.72 460.07 381.93 215.700 270.00 .00 .00 294.00 1830.00 303.18 300.87 303.45 16.83 5.00 521.12 446.03 217.600 190.00 .00 .00 296.20 1050.00 302.51 300.81 302.99 55.70 5.60 188.74 140.69 217.600 190.00 .00 .00 296.20 1391.00 303.10 301.52 303.71 61.36 6.29 225.54 177.58 217.600 190.00 .00 .00 296.20 1536.00 303.32 301.79 303.99 63.39 6.55 240.76 192.93 217.600 190.00 .00 .00 296.20 1830.00 303.73 302.25 304.49 67.22 7.03 270.51 223.20 10SEP99 SECNO 219.700 219.700 11:05:49 XLCH 210.00 210.00 ' 219.700 210.00 219.700 210.00 1 10SEP99 11:05:49 ' WOLF PEN CREEK PARK CORR ' SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKSS TOPWID XLCH 26.300 3941.00 246.50 .00 .00 .00 735.20 .00 26.300 5287.00 247.14 .64 .00 .00 767.22 .00 26.300 5645.00 247.44 .30 .00 .00 782.00 .00 26.300 6882.00 247.82 .38 .00 .00 801.23 .00 37.300 3941.00 247.50 .00 .99 .00 549.51 1100.00 37.300 5287.00 248.19 .69 1.05 .00 594.11 1100.00 37.300 5645.00 248.42 .23 .98 .00 617.43 1100.00 37.300 6882.00 248.90 .48 1.07 .00 666.81 1100.00 45.600 3941.00 248.31 .00 .81 .00 380.74 830.00 45.600 5287.00 249.12 .81 .93 .00 395.66 830.00 45.600 5645.00 249.34 .22 .93 .00 399.82 830.00 45.600 6882.00 249.92 .58 1.03 .00 410.61 830.00 49.200 3941.00 248.96 .00 .65 .00 382.00 360.00 49.200 5287.00 249.79 .83 .67 .00 392.34 360.00 49.200 5645.00 250.01 .22 .66 .00 810.04 360.00 49.200 6882.00 250.63 .62 .70 .00 814.65 360.00 55.000 3941.00 250.17 .00 1.21 .00 756.04 580.00 55.000 5287.00 250.93 .76 1.15 .00 782.66 580.00 55.000 5645.00 251.13 .20 1.12 .00 789.50 580.00 55.000 6882.00 251.69 .57 1.07 .00 809.29 580.00 61.000 3949.00 250.81 .00 .64 .00 595.08 600.00 61.000 5261.00 251.52 .71 .58 .00 669.31 600.00 61.000 5515.00 251.69 .17 .56 .00 687.65 600.00 61.000 6793.00 252.24 .55 .55 .00 730.90 600.00 69.000 3949.00 253.20 .00 2.38 .00 86.63 800.00 69.000 5261.00 253.94 .74 2.42 .00 92.78 800.00 69.000 5515.00 254.06 .12 2.36 .00 93.51 800.00 69.000 6793.00 254.62 .57 2.38 .00 95.41 800.00 70.000 3949.00 254.69 .00 1.50 .00 42.00 100.00 70.000 5261.00 255.69 1.00 1.75 .00 42.00 100.00 70.000 5515.00 255.86 .17 1.80 .00 42.00 100.00 ELTRD .00 .00 .00 .00 PAGE 20 ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K .00 297.00 1050.00 303.59 302.25 304.23 57.93 6.54 178.41 137.95 .00 297.00 1391.00 304.26 303.04 304.99 57.38 7.15 227.67 183.64 .00 297.00 1536.00 304.51 303.33 305.26 56.70 7.34 249.63 203.99 .00 297.00 1830.00 304.97 303.94 305.76 55.28 7.67 295.59 246.14 PAGE 21 70.000 6793.00 256.63 .77 2.00 .00 42.00 100.00 73.700 3949.00 256.67 .00 1.98 .00 42.00 370.00 73.700 5261.00 260.60 3.93 4.91 .00 42.00 370.00 73.700 5515.00 261.43 .83 5.57 .00 42.00 370.00 73.700 6793.00 262.62 1.19 6.00 .00 42.00 370.00 10SEP99 11:05:49 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 75.100 3949.00 258.60 .00 1.93 .00 256.57 140.00 75.100 5261.00 262.36 3.75 1.75 .00 340.00 140.00 75.100 5515.00 263.14 .78 1.71 .00 340.00 140.00 75.100 6793.00 264.84 1.70 2.22 .00 340.00 140.00 77.700 3949.00 259.00 .00 .39 .00 627.31 260.00 77.700 5261.00 262.50 3.50 .14 .00 708.44 260.00 77.700 5515.00 263.26 .76 .12 .00 742.61 260.00 77.700 6793.00 264.95 1.69 .11 .00 907.00 260.00 80.800 3949.00 259.32 .00 .32 .00 409.21 310.00 80.800 5261.00 262.58 3.26 .08 .00 802.92 310.00 80.800 5515.00 263.32 .74 .06 .00 845.45 310.00 80.800 6793.00 264.99 1.67 .04 .00 850.00 310.00 83.600 3949.00 259.76 .00 .44 .00 359.57 280.00 83.600 5261.00 262.69 2.93 .11 .00 682.87 280.00 83.600 5515.00 263.40 .71 .08 .00 742.06 280.00 83.600 6793.00 265.05 1.65 .05 .00 760.00 280.00 85.550 3949.00 260.56 .00 .80 .00 332.50 195.00 85.550 5261.00 262.91 2.35 .22 .00 510.97 195.00 85.550 5515.00 263.56 .66 .16 .00 567.93 195.00 85.550 6793.00 265.15 1.59 .10 .00 625.31 195.00 88.150 3949.00 261.33 .00 .77 .00 271.54 260.00 88.150 5261.00 263.27 1.94 .37 .00 419.39 260.00 88.150 5515.00 263.85 .58 .29 .00 458.59 260.00 88.150 6793.00 265.34 1.49 .19 .00 509.98 260.00 91.900 3949.00 262.23 .00 .90 .00 286.22 375.00 91.900 5261.00 263.84 1.61 .57 .00 330.60 375.00 91.900 5515.00 264.32 .48 .47 .00 351.01 375.00 91.900 6793.00 265.70 1.38 .35 .00 419.96 375.00 95.000 3949.00 263.15 .00 .92 .00 306.15 310.00 95.000 5261.00 264.50 1.36 .66 .00 365.26 310.00 95.000 5515.00 264.89 .39 .57 .00 383.37 310.00 95.000 6793.00 266.15 1.25 .45 .00 436.74 310.00 98.550 3949.00 263.80 .00 .66 .00 477.77 355.00 98.550 5261.00 265.05 1.24 .54 .00 576.18 355.00 98.550 5515.00 265.38 .34 .49 .00 603.43 355.00 98.550 6793.00 266.55 1.17 .40 .00 686.68 355.00 103.000 3949.00 263.85 .00 .04 .00 282.03 445.00 103.000 5261.00 265.05 1.21 .01 .00 351.93 445.00 103.000 5515.00 265.38 .33 .00 .00 370.68 445.00 103.000 6793.00 266.52 1.14 -.03 .00 425.36 445.00 10SEP99 11:05:49 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 108.100 3830.00 264.05 .00 .20 .00 157.58 510.00 108.100 5195.00 265.24 1.20 .19 .00 165.49 510.00 108.100 5630.00 265.54 .30 .16 .00 167.45 510.00 108.100 6940.00 266.65 1.11 .13 .00 191.93 510.00 112.000 3830.00 264.25 .00 .20 .00 344.91 390.00 112.000 5195.00 265.52 1.27 .28 .00 390.72 390.00 112.000 5630.00 265.85 .32 .31 .00 394.88 390.00 112.000 6940.00 267.02 1.17 .37 .00 410.81 390.00 112.900 3830.00 264.20 .00 -.05 .00 169.73 90.00 112.900 5195.00 265.45 1.25 -.08 .00 217.06 90.00 112.900 5630.00 265.76 .32 -.08 .00 220.51 90.00 PAGE 22 PAGE 23 112.900 6940.00 266.92 1.15 -.10 .00 231.20 90.00 113.900 3830.00 263.66 .00 -.54 .00 42.00 100.00 113.900 5195.00 264.59 .93 -.86 .00 42.00 100.00 113.900 5630.00 264.78 .19 -.98 .00 42.00 100.00 113.900 6940.00 265.59 .81 -1.33 .00 42.00 100.00 116.200 3830.00 264.12 .00 .46 .00 42.00 230.00 116.200 5195.00 266.67 2.55 2.08 .00 42.00 230.00 116.200 5630.00 267.37 .71 2.59 .00 42.00 230.00 116.200 6940.00 267.90 .53 2.32 .00 42.00 230.00 116.700 3830.00 265.85 .00 1.73 .00 124.97 50.00 116.700 5195.00 268.66 2.81 2.00 .00 175.02 50.00 116.700 5630.00 269.48 .82 2.11 .00 189.54 50.00 116.700 6940.00 271.00 1.52 3.10 .00 461.39 50.00 119.200 3711.00 266.59 .00 .74 .00 415.42 250.00 119.200 5132.00 269.19 2.60 .53 .00 467.71 250.00 119.200 5763.00 269.97 .78 .49 .00 478.64 250.00 119.200 7075.00 271.47 1.50 .47 .00 499.63 250.00 124.000 3711.00 268.26 .00 1.67 .00 149.10 565.00 124.000 5132.00 269.64 1.38 .45 .00 187.09 565.00 124.000 5763.00 270.32 .68 .35 .00 204.38 565.00 124.000 7075.00 271.71 1.39 .24 .00 236.28 565.00 126.000 3711.00 270.67 .00 2.41 .00 401.55 300.00 126.000 5132.00 271.75 1.08 2.11 .00 481.70 300.00 126.000 5763.00 272.20 .45 1.88 .00 500.67 300.00 126.000 7075.00 273.16 .96 1.45 .00 504.05 300.00 130.900 3711.00 271.88 .00 1.21 .00 394.97 750.00 130.900 5132.00 272.92 1.04 1.17 .00 525.65 750.00 130.900 5763.00 273.34 .41 1.14 .00 536.90 750.00 130.900 7075.00 274.18 .84 1.02 .00 597.80 750.00 10SEP99 11:05:49 SECNO a CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 135.600 3711.00 272.95 .00 1.07 .00 622.48 835.00 135.600 5132.00 273.90 .96 .98 .00 636.11 835.00 135.600 5763.00 274.29 .38 .95 .00 640.77 835.00 135.600 7075.00 275.05 .76 .87 .00 649.75 835.00 145.600 2837.00 274.49 .00 1.55 .00 370.60 550.00 145.600 3954.00 275.28 .78 1.38 .00 464.77 550.00 145.600 4444.00 275.59 .32 1.31 .00 490.47 550.00 145.600 5541.00 276.51 .92 1.47 .00 566.41 550.00 156.400 2837.00 278.04 .00 3.55 .00 244.09 1080.00 156.400 3954.00 278.90 .86 3.63 .00 292.69 1080.00 156.400 4444.00 279.21 .31 3.62 .00 310.18 1080.00 156.400 5541.00 279.77 .56 3.26 .00 342.13 1080.00 160.200 2980.00 278.76 .00 .71 .00 304.39 380.00 160.200 4109.00 279.70 .94 .80 .00 348.80 380.00 160.200 4564.00 280.05 .34 .83 .00 364.20 380.00 160.200 5519.00 280.69 .64 .91 .00 384.74 380.00 163.000 2980.00 279.43 .00 .67 .00 358.21 280.00 163.000 4109.00 280.41 .97 .70 .00 406.80 280.00 163.000 4564.00 280.76 .35 .71 .00 421.21 280.00 163.000 5519.00 281.41 .66 .72 .00 448.32 280.00 171.800 2591.00 282.50 .00 3.07 .00 104.29 850.00 171.800 3571.00 283.41 .91 3.01 .00 149.81 850.00 171.800 3969.00 283.73 .31 2.97 .00 165.62 850.00 171.800 4800.00 284.31 .58 2.89 .00 187.67 850.00 175.300 2591.00 284.71 .00 2.21 .00 268.17 350.00 175.300 3571.00 285.88 1.16 2.46 .00 330.56 350.00 175.300 3969.00 286.27 .39 2.54 .00 351.64 350.00 175.300 4800.00 286.97 .70 2.66 .00 380.00 350.00 179.400 2575.00 285.68 .00 .97 .00 228.67 410.00 179.400 3520.00 286.81 1.12 .93 .00 273.58 410.00 179.400 3900.00 287.19 .38 .92 .00 281.57 410.00 179.400 4740.00 287.89 .70 .92 .00 296.22 410.00 PAGE 24 180.400 2575.00 285.96 .00 .28 .00 31.30 100.00 180.400 3520.00 287.09 1.13 .28 .00 425.58 100.00 180.400 3900.00 287.49 .40 .30 .00 466.27 100.00 180.400 4740.00 288.23 .74 .34 .00 531.91 100.00 181.120 2575.00 286.53 .00 .57 .00 360.69 112.00 181.120 3520.00 286.76 .23 -.33 .00 385.01 112.00 181.120 3900.00 286.89 .13 -.60 .00 401.38 112.00 181.120 4740.00 286.98 .08 -1.26 .00 411.87 112.00 10SEP99 11:05:49 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 182.400 2575.00 286.95 .00 .42 .00 152.86 100.00 182.400 3520.00 287.54 .59 .78 .00 193.52 100.00 182.400 3900.00 287.84 .30 .95 .00 214.37 100.00 182.400 4740.00 288.48 .64 1.51 .00 521.32 100.00 185.500 2575.00 287.77 .00 .83 .00 117.43 300.00 185.500 3520.00 288.58 .81 1.04 .00 135.03 300.00 185.500 3900.00 288.91 .33 1.07 .00 140.81 300.00 185.500 4740.00 289.54 .63 1.06 .00 151.87 300.00 188.000 2575.00 288.78 .00 1.01 .00 255.26 250.00 188.000 3520.00 289.78 1.00 1.20 .00 415.52 250.00 188.000 3900.00 290.15 .37 1.24 .00 453.93 250.00 188.000 4740.00 290.88 .72 1.33 .00 472.34 250.00 190.800 2560.00 289.43 .00 .64 .00 206.31 280.00 190.800 3464.00 290.41 .98 .63 .00 221.64 280.00 190.800 3855.00 290.74 .33 .59 .00 228.73 280.00 190.800 4675.00 291.37 .63 .50 .00 242.26 280.00 193.500 2560.00 289.82 .00 .39 .00 132.73 270.00 193.500 3464.00 290.79 .97 .38 .00 147.86 270.00 193.500 3855.00 291.13 .34 .39 .00 153.32 270.00 193.500 4675.00 291.77 .64 .40 .00 163.73 270.00 195.500 2560.00 290.69 .00 .87 .00 161.24 200.00 195.500 3464.00 291.73 1.04 .94 .00 223.58 200.00 195.500 3855.00 292.10 .38 .97 .00 241.53 200.00 195.500 4675.00 292.82 .72 1.05 .00 252.30 200.00 197.500 1050.00 290.94 .00 .25 .00 150.91 200.00 197.500 1391.00 292.03 1.09 .31 .00 181.86 200.00 197.500 1536.00 292.43 .40 .33 .00 203.62 200.00 197.500 1830.00 293.18 .75 .36 .00 244.77 200.00 199.500 1050.00 290.98 .00 .04 .00 154.69 200.00 199.500 1391.00 292.08 1.09 .04 .00 175.70 200.00 199.500 1536.00 292.47 .40 .04 .00 184.55 200.00 199.500 1830.00 293.22 .75 .04 .00 201.28 200.00 203.500 1050.00 291.89 .00 .90 .00 91.10 400.00 203.500 1391.00 292.82 .93 .74 .00 106.05 400.00 203.500 1536.00 293.17 .35 .70 .00 111.68 400.00 203.500 1830.00 293.84 .67 .62 .00 122.46 400.00 205.500 1050.00 292.98 .00 1.10 .00 93.49 225.00 205.500 1391.00 293.78 .79 .96 .00 106.39 225.00 205.500 1536.00 294.09 .31 .92 .00 112.39 225.00 205.500 1830.00 294.68 .60 .84 .00 128.82 225.00 10SEP99 11:05:49 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 207.300 1050.00 293.76 .00 .77 .00 50.03 180.00 207.300 1391.00 294.44 .68 .66 .00 54.58 180.00 207.300 1536.00 294.69 .26 .61 .00 56.29 180.00 207.300 1830.00 295.17 .47 .48 .00 59.44 180.00 209.800 1050.00 295.96 .00 2.20 .00 54.48 250.00 209.800 1391.00 296.93 .97 2.49 .00 60.96 250.00 209.800 1536.00 297.31 .38 2.61 .00 63.40 250.00 209.800 1830.00 298.02 .71 2.85 .00 68.13 250.00 PAGE 25 PAGE 26 211.800 1050.00 297.63 .00 1.67 .00 64.88 200.00 211.800 1391.00 298.48 .85 1.55 .00 75.96 200.00 211.800 1536.00 298.84 .37 1.54 .00 80.57 200.00 211.800 1830.00 299.46 .62 1.45 .00 88.29 200.00 212.400 1050.00 298.75 .00 1.12 .00 59.46 60.00 212.400 1391.00 299.33 .58 .86 .00 72.04 60.00 212.400 1536.00 299.53 .19 .69 .00 76.17 60.00 212.400 1830.00 299.91 .39 .45 .00 84.51 60.00 212.800 1050.00 301.40 .00 2.65 .00 137.60 40.00 212.800 1391.00 301.72 .33 2.39 .00 138.93 40.00 212.800 1536.00 301.82 .09 2.29 .00 139.28 40.00 212.800 1830.00 301.91 .10 2.00 .00 139.67 40.00 213.000 1050.00 301.69 .00 .30 .00 158.60 20.00 213.000 1391.00 302.24 .55 .51 .00 174.30 20.00 213.000 1536.00 302.45 .21 .63 .00 177.85 20.00 213.000 1830.00 302.83 .38 .92 .00 184.55 20.00 215.700 1050.00 301.98 .00 .29 .00 134.28 270.00 215.700 1391.00 302.56 .58 .32 .00 144.74 270.00 215.700 1536.00 302.78 .22 .33 .00 148.58 270.00 215.700 1830.00 303.18 .40 .34 .00 155.61 270.00 217.600 1050.00 302.51 .00 .53 .00 57.60 190.00 217.600 1391.00 303.10 .59 .54 .00 66.49 190.00 217.600 1536.00 303.32 .22 .55 .00 69.84 190.00 217.600 1830.00 303.73 .41 .55 .00 75.96 190.00 219.700 1050.00 303.59 .00 1.08 .00 66.79 210.00 219.700 1391.00 304.26 .66 1.15 .00 83.28 210.00 219.700 1536.00 304.51 .25 1.18 .00 91.45 210.00 219.700 1830.00 304.97 .46 1.23 .00 106.54 210.00 I'1 10SEP99 11:05:49 SUMMARY OF ERRORS AND SPECIAL NOTES ' WARNING SECNO= 37.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 45.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 55.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 69.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 69.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 73.700 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 73.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 73.700 PROFILE= 3 HYDRAULIC JUMP D.S. WARNING SECNO= 73.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' CAUTION SECNO= 73.700 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 73.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 77.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 83.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98.550 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 98.550 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 27 ' WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= ' WARNING SECNO= WARNING SECNO= WARNING SECNO= ' WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= ' WARNING SECNO= 1 10SEP99 103.000 103.000 103.000 103.000 112.000 112.000 112.000 112.000 112.900 112.900 112.900 112.900 11:05:49 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 113.900 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113.900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 113.900 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' CAUTION SECNO= 116.200 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 116.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 116.700 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' CAUTION SECNO= 124.000 PROFILE= 1 CRITICAL DEPTH AS SUMED CAUTION SECNO= 124.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 124.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 124.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 124.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 126.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 126.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 135.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 135.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 145.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 145.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 156.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 156.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 156.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 171.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 171.800 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 175.300 WARNING SECNO= 175.300 WARNING SECNO= 175.300 WARNING SECNO= 175.300 ' WARNING SECNO= 180.400 1 10SEP99 11:05:49 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 180.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 180.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 181.120 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 181.120 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 28 PAGE 29 ' WARNING SECNO= 181.120 PROFILE= 3 CONVEYANCE VEYANCE CHANGE CHANGE OUTSIDE OUTSIDE ACCEPTABLE ACCEPTABLE RANGE RANGE WARNING SECNO= 181.120 PROFILE= 4 CON WARNING SECNO= 182.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= CNO= 182.400 400 182 PROFILE= PROFILE= 2 3 CONVEYANCE CONVEYANCE CHANGE CHANGE OUTSIDE OUTSIDE ACCEPTABLE ACCEPTABLE RANGE RANGE WARNING WARNING SE SECNO= . 182.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 185.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 188.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 193.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 193.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING,SECNO= 199.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 203.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 203.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 207.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.400 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 212.400 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 212.800 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 212.800 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 213.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 217.600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 217.600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 10SEP99 11:05:49 J 1 P PAGE 30 1 **.xx,,,,+,««.. x*F**,*** *«**«*x * .x* * ++*P*,* x «****,,+x+,+xxx.,,x ` , PROF ILES WATER SURFACE HEC -2 CORPS S AR M Y U + ENGINEERS OF « , * HYDROLOGIC ENGINEERING CENTER ' Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D + DAVIS, CALIFORNIA 95616-4687 ' *+*RUN*DATE,,,«20DEC99 ««`TIME*x«*«*48:3 .*,«xx «xx xx(9161«««6.«x09,+.x.,,««.+.+* X X XXXXXXX XXXXX X XXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX X XXXX X X X X X ' X X X X X X X X XXXXXXX XXXXX XX XXXXX 1 20DEC99 15:48:37 PAGE 1 37 15 48 THIS RUN EXECUTED 20DEC99 : : HEC- WATER SURFACE PROFILES ' **ersionRR'4.6 Y,exMay«1991+***...,,« 11-14-95 using erv meyer's file "WOLFAMPR" as a base model new topo from clarke & Windham, secns 124, 126 and 13090, 135 & 145.60 were revised and model rerun to determine . ' limits at these sections. 9-16-98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge lake. Stations 189.00 - 223.20 Modified to match FIS. Appears to be 450 ft. added into the NDM stationing ' At about Station 186.00 Revised 9/1/99 by KHA to remove fill in left bank at 160.20 and 163.00 (MPJ KH This revision was referenced in wolf2r 10/22/98 but not implemented Revised 01/12/99 to correct channel reach length at 124.00-145.60 Revised 09/01/99 for updated topo at sections 171.8-180.40 (MPJ KRA) ' Added sections 166.1, 173.3 & 176.5 per updated topo 09/01/99 (MPJ KHA) T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES REVISED 10/99 T2 CORRECTED EFFECTIVE MODEL T3 WOLF PEN CREEK PARK EXISTING CONDITION MULITI PROFILE, FILE:WLF_CE Revised 10/22/98 to remove fill in left bank at 160.20 and 163.00 ' J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 .001977 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE ' 1 0 -1 0 0 0 -1 0 0 0 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 xxx JS LPRNT NUMSEC ...**REQUESTED SECTION NUMBERS--- -10 -10 J6 IHLEQ ICOPY SUBDIV STRTDS RMILE 1 1 20DEC99 15:48:37 PAGE 2 ' QT 4 3941 5287 5645 6882 NC 0.09 .075 0.06 0.1 0.3 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE X1 26.30 17 1153 1185 0 0 0 GR 250.0 1000 248.0 1030 246.0 1070 244.0 1100 242.0 1145 ' GR 240.0 1153 236.0 1156 235.0 1158 235.0 1168 236.0 1173 GR 238.0 1180 240.0 1185 242.0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 X1 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 GR 240.0 1545 238.0 1550 237.0 1553 238.0 1325 242.0 1562 240.0 1535 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1780 GR 260.0 1900 X1 45.60 16 1302 1335 700 500 830 GR 250.0 650 250.0 10111 248.0 1030 246.0 1060 244.0 1285 ' GR 242 .0 1297 240.0 1302 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246.0 1380 250.0 1430 252.0 1460 254.0 1500 GR 256.0 1555 X1 99.20 17 1305 1335 150 300 360 GR 250.0 600 250.0 1015 246.0 1045 246.0 1260 244.0 1300 ' GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238.0 1320 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 .060 X1 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252.0 1050 250.0 1085 248.0 1200 248.0 1425 ' GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248.0 1795 250.0 1835 252.0 1870 QT 4 3949 5261 5515 6793 X1 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252.0 1060 250.0 1240 248.0 1280 246.0 1630 ' GR 240.0 1650 246.0 1670 248.0 1740 250.0 1750 254.0 1810 GR 256.0 1860 NC .065 .065 .060 .3 .5 X1 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266.0 1100 264.0 1300 262.0 1560 260.0 1675 ' GR 258.0 1790 256.0 1940 250.0 1960 248.0 1968 246.0 1990 GR 245.0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260.0 2430 260.0 2560 260.0 2665 266.0 2850 STATE HIGHWAY 6 WEST LAN E, U/S IS MOST RESTRI CTIVE (4-10' X 8') W'X H' t 1 20DEC99 15:48:37 PAGE 3 ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE X1 70.00 12 1700 1792 100 100 100 GR 270.0 1000 268.0 1095 266.0 1190 264.0 1450 263.85 1700 ' GR 246.11 1700 246.11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 2870 NC .015 SB 1.25 1.5 2.9 0 42 2 320 0 247.32 246.11 X1 73.70 370 370 370 1.21 X2 1 255.32 263.85 ' BT 10 1000 270.0 0 1095 268.0 0 1190 266.0 0 BT 1450 264.0 0 1700 263.85 0 1742 263.85 0 2600 BT 264.0 0 2695 266.0 0 2780 268. 0 0 2870 270.0 BT 0 NC .070 .070 .060 SECTION CUT OFF AT HOLLEMAN R .O.W. AND LOWE'S ENTRANCE xi 75.10 18 1600 1630 100 150 140 GR 270.0 1000 270.0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258.0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 GR 254.0 1765 270.0 1765 270.0 2260 ' NC .1 .3 SECTION CUTOFF AT HOLLEMAN R. O.W. AND LOW E'S BUILDING Xi 77.70 22 1529 1570 190 310 260 GR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257.63 1287 OR 258.00 1299 256.00 1349 254.70 1449 254.50 1503 252.50 1529 GR 246.30 1534 243.25 1549 246.61 1564 254.01 1570 257.71 1623 ' GR 257.35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 OR 263.34 1907 270.0 1907 NC .075 .075 .065 SECTION CUTOFF AT HOLLEMAN R. O.W. AND LOWE'S BUILDING Xl 80.80 15 1315 1355 320 230 310 GR 270.00 1000 263.4 1000 262.0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 GR 256.0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R. O.W. X1 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256. 0 1285 ' GR 254.0 1360 246.37 1370 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 270.0 1760 SECTION CUTOFF AT HOLLEMAN R. O.W. X1 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258.0 1290 256.0 1315 254.0 1410 ' GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 1 20DEC99 15:48:37 PAGE 4 ' SECTION CUTOFF AT HOLLEMAN R. O.W. X1 88.15 12 1400 1445 280 230 260 GR 270.00 1000 263.6 1140 262.0 1270 260.0 1330 256.0 1400 OR 254.0 1430 246.61 1440 254.0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 ' SECTION CUTOFF AT SEARS SERVICE CENTER X1 91.90 14 1660 1705 450 200 375 GR 270.00 1470 266.0 1470 264.0 1540 262.0 1565 260.0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 111111 260.0 11115 270.0 1965 ' 1 SECTION CUTOFF AT SEARS SERVICE CENTER X1 95.00 16 1181 1211 170 350 310 GR 266.01 1000 264.56 1057 263.16 1107 262.36 GR 253.06 1190 251.96 1207 256.94 1211 257.99 OR .84 259 1389 268.82 1457 270.32 1507 277.65 ' GR 280.36 1780 xi 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264.0 1340 262.0 GR 258.0 1595 256.0 1620 254.0 1670 252.58 GR 262.0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512.5 .025 1567.5 xi 103.00 19 1512.5 1567.5 150 600 445 OR 269.35 1140 266.0 1240 264.0 1340 262.0 GR 256.0 1490 255.0 1512.5 254.0 1512.5 254.00 GR 255 0 1567.5 256.0 1562 258.0 1588 270.0 . ' QT 4 3830 5195 5630 6940 AMPHITHEATER DAM ME 4 .045 1296 .025 1374 .045 1408 X1 108.10 14 1310 1374 500 220 510 GR 274.0 1140 267.0 1233 257.0 1278 255.0 GR 254.0 1310 254.0 1342 254.0 1374 255.0 ' GR 266.0 1408 268.0 1465 269.0 1510 270.0 NC .065 .065 L AKE MODIFIED TO REFLECT SILT NH 4 .075 1130 .045 1374 .025 1634 X1 112.00 16 1486 1634 360 320 390 GR 272.0 1000 270.0 1130 267.0 1318 265.0 GR 256.00 1374 255.00 1486 254.00 1486 254.0 GR 255.0 1634 256. 1645 263. 1672 264.0 OR 271.0 1755 NC 3 5 L AKE MODIFIE D TO REFLEC T SILT NH 4 .045 1464 .025 1565 .045 1760 1 20DEC99 15:48:37 100' D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECTION X1 112.90 15 1473 1565 100 250 90 GR 272.0 1000 267.0 1432 256.0 1464 255.0 GR 254.0 1540 254.0 1565 255.0 1565 256.0 GR 265.0 1650 266.0 1658 269.7 1680 269.7 D/S F ACE BOX CUL VERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION X1 113.90 12 1418 1460 100 100 100 ' GR 271.21 1000 270.4 1140 269.86 1240 269.32 GR 254.19 1418 254.19 1460 269.04 1460 270.11 GR 271.49 1700 272.12 1800 NC .015 SB 1.25 1.50 2.9 0 42 2 400 ' X1 116.20 230 230 230 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 BT 1340 269.32 0 1418 269.04 0 1460 BT 270.11 0 1600 271.00 0 1700 271.49 BT 0 ' NC .075 .075 .055 X1 116.70 15 1495 1587 50 50 50 GR 272.06 1000 271.46 1100 270.94 1200 270.4 GR 269.68 1445 264.0 1495 255.34 1520 255.34 OR 271.0 1650 271.24 1750 271.87 1850 272.5 ' QT 4 3711 5132 5763 7075 NC .1 .3 xi 119.20 9 1300 1337 250 250 250 GR 271.48 1000 264.0 1030 262.0 1290 260.0 GR 260.0 1337 264.0 1380 268.0 1465 272.5 SECTION UPDATED USING LATEST TOPO -NOV 6, 1995 X1 124.00 22 1070 1111 560 300 565 GR 272 1000 270 1003 268 1007 266 GR 266 1018 268 1070 266 1073 264 GR 260 1080 258 1083 256.42 1087 258 OR 262 1103 264 1106 266 1111 268 GR 272 1243 272 1314 ' SECTION UPDATED USING LATEST TOPO -NOV 6, 1995 X1 126.00 22 1161 1244 240 180 300 GR 276 1000 274 1005 272 1012 270 GR 266 1133 266 1161 264 1177 264 GR 260 1225 258 1226 256 1232 258 ' GR 266 1257 268 1273 266 1285 268 GR 270 1380 272 1512 1 20DEC99 15:48:37 ' NC .070 .070 .050 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 130.90 21 1010 1099 500 370 750 GR 276 1000 274 1010 272 1020 270 GR 266 1099 264 1056 258 1065 258 ' 1157 262.36 1181 1257 259.44 1357 1607 282.35 1699 1420 260.0 1500 1675 260.0 1695 .045 1675 1450 259.0 1480 1540 254.0 1567.5 1675 .075 1584 1296 255.0 1310 1374 255.15 1385 1584 .045 1755 1330 265.0 1345 1560 254.0 1634 1685 265.0 1714 075 1820 PAGE 5 1473 254.0 1473 1578 265.0 1613 1760 272.0 1820 1340 269.04 1418 1500 271.00 1600 0 255.34 254.19 1.15 1240 269.86 0 269.04 0 1500 0 1800 272.12 1300 269.86 1385 1562 264.0 1587 1950 272.82 2050 1300 256.12 1310 1510 1010 264 1014 1075 262 1077 1091 260 1097 1149 270 1200 1028 268 1059 1190 262 1221 1237 268 1244 1320 270 1341 PAGE 6 1029 268 1033 1082 264 1090 ' GR 266 1099 268 1149 268 1162 270 GR 272 1485 272 1520 274 1565 274 GR 278 1823 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in l ob w mwr revisi ons in rob ' LOB OF SECTION REVISED TO REFL ECT FIELD SURVEY 01/9 4,UPDATED 11-6-95 X1 135.60 24 1860 1920 340 300 835 GR 277.5 1000 278 1184 276 1294 272 GR 270 1540 268 1550 268 1763 270 GR 268 1875 266 1880 263.14 1895 264 GR 268 1910 270 1920 272 1930 274 ' GR 278 1975 280 2035 282 2200 284 QT 4 2837 3954 4444 5541 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in l ob w mwr revisi ons in rob LOB OF SECTION REVISED TO REFL ECT FIELD S URVEY 01/9 4,UPDATED 11-6-95 X1 145.60 16 1610 1636 410 450 550 ' GR 280 1090 278 1127 275 1328 273 GR 265.95 1624 265.95 1624 266 1627 268 GR 272 1725 274 1756 276 1785 278 GR 280 1894 SECTION CUTOFF AT XMAS STORE ' X1 156.40 13 1135 1190 520 600 1080 GR 283.24 1120 283.24 1120 283.24 1120 274.0 GR 270.0 1150 267.52 1155 270.0 1175 272.0 GR 276.0 1330 278.0 1370 280.0 1480 QT 4 2980 4109 4564 5519 SECTION REVISION IMPLEMENTED 9/1/99 ' LACOUR SUBDIVIS ION NO FILL IN LEFT BANK X1 160.20 15 1360 1400 250 220 380 GR 282.0 1000 280.0 1065 278.0 1080 276.0 GR 274.0 1290 272.0 1360 270.0 1365 266.79 GR 274.0 1400 276.0 1420 278.0 1470 280.0 SECTION REVISION IMPLEMENTED 9/1/99 ' LACOUR SUBDIVIS ION NO FILL IN LEFT BANK X1 163.00 14 1460 1492 350 240 280 GR 284.0 1230 280.0 1230 280.0 1245 278.0 GR 270.0 1475 268.98 1480 270.0 1485 272.0 GR 276.0 1600 278.0 1665 280.0 1690 284.0 ' Section 166 1 .10 Added 0 9/01/99 BY KHA per updated topo 20DEC99 15:48:37 X1 166.10 19 1432 1472 200 200 280 ' GR 288 508 286 799 284 1043 282 GR 278 1310 276 1429 274 1432 272 GR 272 1471 274 1472 276 1474 278 GR 282 1523 284 1568 286 1584 288 QT 4 2591 3571 3969 4800 ' Section 171 .80 Revised 09/01/99 BY KHA per updat ed topo SECTION CUTOFF AT CAR WASH X1 171.80 18 1383 1413 200 280 570 OR 286.0 1005 2R4 1090 282 1260 280 GR 276 1383 274 1389 272 1395 271.4 GR GR 274 284 1407 1531 276 286 1413 1621 278 288 1422 1686 280 ' Section 173 .30 Added 0 9/01/99 BY KHA per updated topo X1 173.30 21 1355 1386 120 250 140 GR 290 548 288 693 288 905 286 GR 284 1210 282 1297 280 1324 278 GR 274 1359 272 1364 271.5 1370 272 ' GR 276 1386 278 1393 280 1404 282 GR 286 1637 288 1687 Section 175 .30 Revised 09/01/99 BY KHA per updated topo X1 175.30 21 1307 1343 210 170 210 GR 290 559 288 839 286 1109 284 GR 280 1287 278 1307 276 1317 274 ' GR 271.7 1330 272.0 1334 274 1337 276 GR 280 1346 282.0 1351 284 1395 284 GR 288 1581 QT 9 2575 3520 3900 4740 Section 176 .50 Added 0 9/01/99 BY KHA per updated topo ' X1 176.50 17 1175 1234 90 150 145 GR 290 470 288 622 286 1033 284 GR 280 1175 278 1185 276 1195 274 GR 274 1212 276 1218 278 1225 280 GR 284 1374 286 1445 Section 179 .40 Revised 09/01/99 BY KHA per updated topo ' NC .070 .070 .050 .3 .5 100' D/S OF BOX CULVERT ON TEXAS AVENUE X1 179.40 19 1086 1162 220 260 265 GR 290 706 288.9 766 288.0 856 286.0 GR 282 1086 280.0 1095 278 1109 276 GR 273.5 1130 274 1135 276 1139 278 ' GR 282 1162 284.0 1172 286 1497 288 1 20DEC99 15:48:37 1265 272 1425 1593 276 1748 1321 270 1515 1848 270 1860 1900 266 1905 1945 276 1955 2290 1580 272 1610 1630 270 1636 1814 280 1844 1135 272.0 1145 1190 274.0 1260 1130 276.0 1240 1375 270.0 1385 1555 282.0 1610 1300 276.0 1460 1492 274.0 1515 1745 PAGE 7 1078 280 1098 1440 271.0 1456 1476 280 1508 1618 1292 278 1344 1400 272 1405 1431 282 1441 960 286 1066 1344 276 1355 1375 274 1381 1434 284 1592 1189 282 1213 1321 272 1325 1340 278 1343 1506 286 1536 1113 282 1143 1201 273.2 1206 1234 282 1264 1026 284.0 1079 1118 274 1124 1144 280 1156 1501 PAGE 8 -IS FACE BOX CULVERTS ON TEXAS AVENUE X1 180.40 11 1235 1266.3 160 60 100 GR 2900 . 800 289.4 1000 286.6 1235 273.01 GR 286 .5 1266.3 286.0 1410 286.0 1500 286.4 GR 290.5 1640 ' NC .015 SB 1.25 1.5 2.9 0 31.3 1.3 300 xi 181.12 112 112 112 X2 1 283.01 286.6 BT 9 800 290.0 0 1000 286.6 0 BT 1266.3 286.75 0 1410 286.6 0 1500 ' BT 286.8 0 1625 287.2 0 1640 290.5 NC .065 .065 .055 .1 .3 NDM STATION 186.00 00' U/S BOX CULV ERTS X1 182.490 11 1185 1270 100 100 100 GR 290.0 800 289.4 1000 286.6 1150 286.0 GR 273.8 1215 284.0 1250 286.0 1270 288.0 OR 290.0 1620 NDM STATION 189.00 X1 185.50 12 1370 1435 260 390 300 GR 295.0 1000 295.0 1310 288.0 1310 286.C OR 276.3 1403 288.0 1435 290.0 1470 292.0 GR 298.0 1840 300.0 1880 NDM STATION 191.50 X1 188.00 8 1425 1490 150 270 251 GR 290.0 1060 288.0 1370 286.0 1425 276.75 ' GR 288.0 1500 290.0 1510 300.0 1765 QT 4 2560 3464 3855 4675 NDM STATION 194.30 X1 190.80 13 1235 1280 230 200 28C GR 295.0 1175 288.0 1185 286.0 1235 277.5 ' GR 284.0 1280 286.0 1355 290.0 1395 292.0 GR 296.0 1530 298.0 1585 300.0 1610 NC .075 NDM STATION 197.00 X1 193.50 12 1252 1297 275 320 271 GR 295.0 1210 289.0 1210 288.0 1240 286.C ' GR 286.0 1297 288.0 1320 290.0 1345 294.C GR 298.0 1570 300.0 1610 NDM STATION 199.00 1 20DEC99 15:48:37 ' X1 195.50 12 1292 1380 200 150 20C GR 295.0 1260 288.0 1260 280.0 1311 279.C GR 286.0 1340 288.0 1355 290.0 1380 292.C GR 298.0 1620 300.0 1690 ' NC .085 .085 .050 QT 4 1050 1391 1536 1830 NDM STATION 201.00 X1 197.50 13 1290 1350 380 130 20C OR 300.0 1160 293.5 1170 292.0 1230 290.1 GR 284.0 1290 280.5 1320 282.0 1330 284.C ' GR 296.0 1470 298.0 1610 300.0 1655 NDM STATION 203.00 X1 199.50 10 1230 1290 150 230 20C OR 300.0 1140 293.5 1150 292.0 1170 286.C GR 286.0 1290 296.0 1380 298.0 1415 300.C NDM STATION 207.00 X1 203.50 12 1355 1375 320 410 40C GR 300.0 1000 298.0 1015 296.0 1100 296.C GR 288.0 1355 286.1 1370 286.0 1375 294.0 GR 298.0 1792 300.0 1800 ' NDM STATION 209.00 X1 205.50 14 1198 1215 180 130 225 GR 300.0 1000 298.0 1080 294.0 1140 292.0 GR 288.0 1198 287.0 1205 288.0 1215 290.0 GR 296.0 1275 298.0 1300 298.0 1380 300.0 NUM STATION 210.80 ' X1 207.30 10 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 1158 296.0 OR 287.5 1195 290.0 1210 296.0 1233 300.0 NC .3 .5 NDM STATION 213.30 X1 209.80 10 1250 1265 250 240 250 OR 306.0 1000 304.0 1061 302.0 1140 300.0 GR 290.0 1250 289.0 1255 290.0 1265 300.0 NDM STATION 215.30 x1 211.80 12 1295 1310 150 180 200 ' GR 310.0 1000 308.0 1060 306.0 1100 304.0 GR 294.0 1295 291.0 1308 294.0 1310 298.0 GR 300.7 1380 300.8 1580 NDM STATION 215.90 1 1235 273.01 1266.3 1590 287.2 1625 0 273.01 273.01 1235 286.75 0 286.6 0 1590 0 1185 273.8 1207 1300 288.0 1555 1370 276.3 1400 1545 294.0 1660 1462 286.0 1490 1258 277.5 1262 1435 294.0 1490 1252 278.1 1275 1410 296.0 1490 PAGE 9 1315 280.0 1322 1500 296.0 1560 1255 286.0 1275 1350 290.0 1380 1230 282.0 1260 1455 302.0 1520 1285 294.0 1285 1410 296.2 1410 1160 290.0 1180 1225 294.0 1250 1390 1168 290.0 1185 1250 302.0 1400 1180 298.0 1197 1265 300.8 1430 1190 300.0 1265 1345 300.0 1360 20DEC99 15:48:37 PAGE 10 X1 212.40 18 1101.9 1114.1 90 30 60 GR 308.1 820 308.0 830 304.0 1000 302.0 1070 298.0 1086 GR 290.96 1101.9 290.96 1102 290.96 1102.8 290.96 1105 290.96 1108 GR 290.96 1111 290.96 1113.2 290.96 1114 290.96 1114.1 298.0 1129 GR 300.6 1175 300.6 1210 320.0 1210.1 NC 024 SB 1.25 1.5 2.9 0 8.5 0 55 0 290.96 290.96 NDM STATION 216.30 X1 212.80 40 40 40 X2 1 297.46 300.60 BT 18 820 308.1 0 830 308.0 0 1000 304.0 0 BT 1070 302.0 0 1086 301.3 0 1101.9 300.6 0 1102 BT 300.6 0 1102.8 300.6 0 1105 300.6 0 1108 300.6 BT 0 1111 300.6 0 1113.2 300.6 0 1114 300.6 0 ' BT 1114.1 300.6 0 1129 300.6 0 1175 300.6 0 1210 BT 300.6 0 1210.1 320.0 0 NC .050 .050 .045 NDM STATION 216.50 X1 213.00 13 1315 1345 20 20 20 GR 308.1 1000 308.0 1055 306.0 1135 304.0 1190 302.0 1225 GR 300.0 1300 298.0 1315 292.5 1330 292.5 1338 298.0 1345 GR 300.0 1380 300.0 1395 320.0 1395 NON STATION 219.20 X1 215.70 13 1225 1255 230 290 270 ' GR 307.0 1000 306.0 1055 304.0 1190 302.0 1205 298.0 1225 GR 294.0 1240 296.0 1250 298.0 1255 300.0 1275 302.0 1340 GR 306.0 1380 308.0 1395 310.0 1420 NC .1 .3 NDM STATION 221.10 X1 217.60 19 1150 1210 300 300 190 GR 305.9 1000 306.0 1030 306.0 1085 304.0 1150 300.0 1170 GR 296.2 1175 296.2 1185 298.0 1195 300.0 1200 302.0 1210 GR 304.0 1230 306.0 1245 308.0 1265 310.0 1290 NDM STATION 223.20 X1 219.70 9 1085 1120 170 210 210 ' GR 306.0 1000 304.0 1055 302.0 1085 300.0 1090 297,0 1100 GR 300.0 1115 302.0 1120 308.0 1150 310.0 1170 1 20DEC99 15:48:37 PAGE 11 ' IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMEN TATION FOR DETAILS. 1 20DEC99 15:48:37 PAGE 12 ' T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES n ew topo 11-7-95 T2 EXIST. COND. 50-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 ICHECK INQ NINV IDIR SIFT METRIC HVINS Q WSEL FQ ' 0 3 0 0 .001977 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE ' 2 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 ' 20DEC99 15:48:37 PAGE 13 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES n ew topo 11-7-95 T2 EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITH EATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 ' J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 0 .001799 247.44 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE ' 3 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMEN TATION FOR DETAILS. 1 20DEC99 15:48:37 PAGE 14 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES n ew topo 11-7-95 T2 EXIST. COND. 500-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITH EATER AND LAKE ' T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 JL ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 .001977 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 -1 ' IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 20DEC99 15:48:37 PAGE 15 THIS RUN EXECUTED 20DEC99 15:48:39 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ' WOLF PEN CREEK PARK EXIS SUMMARY PRINTOU T TABLE 150 S.C. XLC H ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10'KS 26 .300 .00 .00 .00 235 .00 3941 .00 246 .50 244 . 81 246 .67 19 94 . 26 .300 .00 .00 .00 235 .00 5287 .00 247 .14 245 . 95 247 .31 20 .16 26 .300 .00 .00 .00 235 .00 5645 .00 247 .44 245. 43 247 .59 17 .99 26 .300 .00 .00 .00 235 .00 6882 .00 247 .82 246. 01 247 .99 19 .80 37 .300 1100 .00 .00 .00 237 .00 3941 .00 247 .50 243. 79 247 .56 8 .68 " 37 .300 1100 .00 .00 .00 237 .00 5287 .00 248 .19 244. 27 248 .27 10 .23 37 .300 1100 .00 .00 .00 237 .00 5645 .00 248 .42 244. 36 248 .50 10 .23 37 .300 1100 .00 .00 .00 237 .00 6882 .00 248 .90 244. 69 249 .00 11 .64 45 .600 830 .00 .00 .00 237 .50 3941 .00 248 .31 245. 89 248 .53 21 .04 ' 45 .600 830 .00 .00 .00 237 .50 5287 .00 249 .12 246. 79 249 .37 23 .10 45 .600 830 .00 .00 .00 237 .50 5645 .00 249 .34 246. 85 249 .59 23 .17 " 45 .600 830 .00 .00 .00 237 .50 6882 .00 249 .92 247. 27 250 .21 25 .09 49 .200 360 .00 .00 .00 237 .70 3941 .00 248 .96 247. 33 249 .22 31 .34 49 .200 360 .00 .00 .00 237 .70 5287 .00 249 .79 247. 84 250 .06 31 .84 ' 49 .200 360 .00 .00 .00 237 .70 5645 .00 250 .01 247. 99 250 .28 31 .61 49 .200 360 .00 .00 .00 237 .70 6882 .00 250 .63 248. 35 250 .89 30 .89 55 .000 580 .00 .00 .00 239 .00 3941 .00 250 .17 248. 59 250 .27 17 .59 " 55 .000 580 .00 .00 .00 239 .00 5287 .00 250 .93 248. 93 251 .03 15 .57 55 .000 580 .00 .00 .00 239 .00 5645 .00 251 .13 248. 96 251 .22 15 .07 55 .000 580 .00 .00 .00 239 .00 6882 .00 251 .69 249. 29 251 .79 14 .43 61 .000 600 .00 .00 .00 240 .00 3949 .00 250 .81 248. 48 250 .89 12 .89 61 .000 600 .00 .00 .00 240 .00 5261 .00 251 .52 248. 79 251 .61 13 .44 61 .000 600 .00 .00 .00 240 .00 5515 .00 251 .69 248. 86 251 .78 13 .06 61 .000 600 .00 .00 .00 240 .00 6793 .00 252 .24 249. 12 252 .35 13 .66 ' 69 .000 800 .00 .00 .00 245 .00 3949 .00 253 .20 252. 24 254 .76 153 .97 69 .000 800 .00 .00 .00 245 .00 5261 .00 253 .94 253. 29 256 .05 181 .03 69 .000 800 .00 .00 .00 245 .00 5515 .00 254 .06 253. 47 256 .27 186 .79 " 69 .000 800 .00 .00 .00 245 .00 6793 .00 254 .62 254. 47 257 .37 211 .16 1 20DEC 99 15: 48:37 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10'KS 70 70 .000 .000 100 100 .00 .00 .00 .00 .00 .00 246 246 .11 .11 3949 5261 .00 .00 254 255 .69 .69 252. 253. 59 95 256 258 .56 .34 175 226 .96 .13 ' 70 .000 100 .00 .00 .00 246 .11 5515. 00 255 .86 254. 20 258 .67 236 .18 70 .000 100 .00 .00 .00 246 .11 6793 .00 256 .63 255. 43 260 .30 287 .26 73 .700 370 .00 263.85 255.32 247 .32 3949. 00 256 .67 . 00 258 .24 8 .54 ' 73 .700 370 .00 263.85 255.32 247 .32 5261 .00 260 .60 . 00 261 .98 5 .54 73 .700 370 .00 263.85 255.32 247 .32 5515. 00 261 .43 . 00 262 .77 5 .13 73 .700 370 .00 263.85 255.32 247 .32 6793 .00 262 .62 . 00 264 .36 6 .21 75 .100 140 .00 .00 .00 245 .93 3949. 00 258 .60 255. 37 258 .81 16. 14 75 .100 140 .00 .00 .00 245 .93 5261. 00 262 .36 256. 09 262 .45 5. 38 75 .100 140 .00 .00 .00 245 .93 5515. 00 263 .14 256. 12 263 .22 4. 44 75 .100 140 .00 .00 .00 245 .93 6793. 00 264 .84 256. 79 264. 92 3. 86 77 .700 260 .00 .00 .00 243 .25 3949. 00 259 .00 252. 71 259. 11 8. 64 + 77 .700 260 .00 .00 .00 243 .25 5261. 00 262 .50 256. 06 262. 53 2. 12 ' 77 .700 260 .00 .00 .00 243. 25 5515. 00 263 .26 256. 30 263. 29 1. 66 ' 77 .700 260 .00 .00 .00 243 .25 6793. 00 264 .95 257. 16 264. 97 1. 28 1 VCH AREA .O1K 4.85 1809.68 88260 5.08 2290.71 1177..49 489 2519.74 1330.93 5..25 2824.26 1546.57 2.97 2336.41 1337.28 3.39 2732.00 1652.61 3.45 2869.83 1764.80 3.80 3179.17 2017.00 5.21 1486.74 859.11 5.75 1799.84 1099.92 5.83 1889.16 1172.78 6.28 2125.59 1373.81 5.80 1361.12 703.94 6.20 1681.42 936.99 6.26 1769.45 1004.08 6.44 2268.35 1238.16 3.95 2028.40 939.75 3.95 2613.57 1340.01 3.95 2767.12 1454.36 4.02 3219.31 1811.46 3.40 2037.71 1099.77 3.68 2484.67 1435.10 3.68 2603.18 1526.08 3.92 2995.76 1837.73 10.22 413.29 318.25 11.94 479.46 391.01 12.27 490.48 403.53 13.74 544.48 467.47 PAGE 16 VCH AREA .01K 10.96 360.37 297.70 13.08 402.32 349.85 13.47 409.40 358.86 15.37 441.84 400.79 10.05 392.78 1351.23 9.43 557.90 2236.05 9.31 592.62 2433.76 10.57 642.75 2725.04 4.85 1310.09 982.87 3.37 2473.95 2268.25 3.16 2740.67 2617.98 3.15 3318.76 3456.92 3.58 2082.66 1343.46 2.08 4416.48 3612.23 1.90 4973.46 4274.28 1.78 6447.81 6007.25 80 800 310 00 .00 .00 246.39 3949. 00 259. 32 256.48 259. 46 15. 60 4.02 1610. 14 999.78 80. 800 310. 00 .00 .00 246.39 5261. 00 262. 58 257.00 262. 62 4. 27 2.53 3575. 24 2544.56 80. 800 310. 00 .00 .00 246.39 5515. 00 263. 32 257.11 263. 36 3. 20 2.26 4188. 62 3083.44 80. 800 310. 00 .00 .00 246.39 6793. 00 264. 99 257.52 265. 02 2. 24 2.04 5611. 76 4542. 13 * 83. 83. 600 600 280. 280. 00 00 .00 .00 .00 .00 246. 246. 37 37 3949. 5261. 00 00 259. 262. 76 69 257.49 258.44 260. 262. 08 78 36. 9. 93 39 5.86 3.53 1109. 2653. 63 99 649. 1716. 79 53 83. 600 280. 00 .00 .00 246. 37 5515. 00 263. 40 258. 50 263. 47 6. 80 3.12 3163. 33 2115. 17 83. 600 280. 00 .00 .00 246. 37 6793. 00 265. 05 259. 14 265. 10 4. 31 2.68 4405. 14 3271. 72 85. 550 195. 00 .00 .00 246. 64 3949. 00 260. 56 257. 53 260. 77 30. 56 4.64 1179. 64 714. 34 85. 85. 550 550 195. 195. 00 00 .00 .00 .00 .00 246. 246. 64 64 5261. 5515. 00 00 262. 263. 91 56 258. 258. 25 36 263. 263. 02 66 13. 10. 39 37 3.66 3.36 2157. 2511. 81 86 1437. 1712. 62 22 85. 550 195. 00 .00 .00 246. 64 6793. 00 265. 15 258. 99 265. 22 6. 92 3.01 3460. 20 2583. 24 88. 150 260. 00 .00 .00 246. 61 3949. 00 261. 33 258. 01 261. 54 28. 50 4.43 1159. 04 739. 69 88. 150 260. 00 .00 .00 246. 61 5261. 00 263. 27 258. 57 263. 43 17. 04 3.96 1808. 51 1274. 64 88 150 260 00 .00 .00 246. 61 5515. 00 263. 85 258. 76 263. 98 13. 86 3.71 2063. 99 1481. 26 . 88. 150 . 260. 00 .00 .00 246. 61 6793. 00 265. 34 259. 40 265. 46 10. 12 3.47 2787. 95 2135. 08 91. 900 375. 00 .00 .00 247. 49 3949. 00 262. 23 259. 26 262. 42 27. 35 4.42 1216. 56 755. 07 91. 900 375. 00 .00 .00 247. 49 5261. 00 263. 84 259. 84 264. 01 19. 27 4.19 1714. 31 1198. 46 91. 900 375. 00 .00 .00 247. 49 5515. 00 264. 32 259. 87 264. 47 16. 59 4.01 1877, 41 1353. 96 91. 900 375. 00 .00 .00 247. 49 6793. 00 265. 70 260. 47 265. 84 13. 22 3.89 2409. 00 1868. 44 ' 95. 000 310. 00 .00 .00 251. 96 3949. 00 263. 15 260. 51 263. 36 31. 82 4.84 1164. 29 700. 05 95. 000 310. 00 .00 .00 251. 96 5261. 00 264. 50 261. 13 264. 70 24. 57 4.68 1620. 03 1061. 27 95. 000 310. 00 .00 .00 251. 96 5515. 00 264. 89 261. 17 265. 08 21. 66 4.51 1766. 20 1184. 97 95. 000 310. 00 .00 .00 251. 96 6793. 00 266. 15 261. 53 266. 31 17. 07 4.31 2282. 49 1644. 08 1 20DEC99 15:48:37 PAGE 1,7 SEC NO XLC H ELTRD ELLC ELMI N Q CWSEL CRIWS EG 10"KS VCH AREA .01 K 98 550 355 .00 .00 .00 252. 58 3949. 00 263 .80 259. 47 263. 89 12 .38 3.12 1819. 29 1122. 31 w . 98. 550 355 .00 .00 .00 252. 58 5261. 00 265 .05 260. 10 265. 13 10 .33 3.14 2472. 67 1637. 24 98. 550 355 .00 .00 .00 252. 58 5515. 00 265 .38 260. 23 265. 46 9 .38 3.06 2671. 45 1800. 44 98. 550 355 .00 .00 .00 252. 58 6793. 00 266 .55 260. 77 266. 62 7 .68 2.99 3427 .56 2452. 01 * 103. 000 445 .00 .00 .00 254. 00 3949. 00 263 .85 258. 82 264. 11 3 .36 4.89 1273 .37 2155. 67 ' 103. 000 445 .00 .00 .00 254. 00 5261. 00 265 .05 259. 70 265. 37 3 .61 5.47 1656 .57 2768. 98 103. 000 445 .00 .00 .00 254. 00 5515. 00 265 .38 259. 86 265 .69 3 .48 5.48 1774 .92 2954. 63 103. 000 445 .00 .00 .00 254. 00 6793. 00 266 .52 260. 64 266 .85 3 .42 5.79 2231 .36 3670. 97 108. 100 510 .00 .00 .00 254. 00 3830. 00 264 .05 258. 16 264 .25 2 .24 4.06 1208 .99 2557. 13 108. 100 510 .00 .00 .00 254. 00 5195. 00 265 .24 258. 96 265 .52 2 .73 4.83 1402 .09 3145. 49 108. 100 510 .00 .00 .00 254. 00 5630. 00 265 .54 259. 19 265 .84 2 .91 5.07 1451 .35 3300. 06 108 100 510 00 00 .00 254. 00 6940 .00 266 .65 259. 87 267 .01 3 .14 5.60 1646 .89 3916. 73 . . . 112. 000 390 .00 .00 .00 254. 00 3830 .00 264 .25 256. 63 264 .28 .30 1.51 2842 .64 7038. 64 * 112. 000 390 .00 .00 .00 254. 00 5195 .00 265 .52 257. 05 265 .57 .35 1.79 3312 .48 8734. 65 " 112. 000 390 .00 .00 .00 254. 00 5630 .00 265 .85 257. 18 265 .89 .37 1.87 3439 .51 9197. 65 * 112. 000 390 .00 .00 .00 254. 00 6940 .00 267 .02 257. 54 267 .07 .40 2.06 3909 .94 10969. 99 112 .900 90 .00 .00 .00 254. 00 3830 .00 264 .20 257. 66 264 .35 1 .50 3.38 1357 .97 3126. 80 ' 112 .900 90 .00 .00 .00 254. 00 5195 .00 265 .45 258 .41 265 .66 1 .81 4.01 1592 .26 3858 .79 k 112 .900 90 .00 .00 .00 254. 00 5630 .00 265 .76 258. 63 266 .00 1 .92 4.20 1661 .39 4061 .22 112 .900 90 .00 .00 .00 254. 00 6940 .00 266 .92 259 .27 267 .19 2 .05 4.61 1922 .05 4852 .52 " 113 .900 100 .00 .00 .00 254. 19 3830 .00 263 .66 260 .53 265 .10 69 .70 9.63 397 .75 458 .76 113 .900 100 .00 .00 .00 254. 19 5195 .00 264 .59 261 .97 266 .79 97 .74 11.90 436 .72 525 .48 113 .900 100 .00 .00 .00 254. 19 5630 .00 264 .78 262 .39 267 .27 108 .87 12.66 444 .81 539 .59 ' 113 .900 100 .00 .00 .00 254 .19 6940 .00 265 .59 263 .63 268 .85 133 .90 14.50 478 .75 599 .76 * 116 .200 230 .00 269.04 265.34 255 .34 3830 .00 264 .12 .00 265 .79 9 .65 10.38 368 .96 1232 .91 " 116 .200 230 .00 269.04 265.34 255 .34 5195 .00 266 .67 .00 268 .52 8 .48 10.92 475 .84 1783 .65 116 .200 230 .00 269.04 265.34 255 .34 5630 .00 267 .37 .00 269 .30 8 .38 11.14 505 .46 1944 .32 116 .200 230 .00 269.04 265.34 255 .34 6940 .00 267 .90 .00 270 .59 11 .27 13.15 527 .73 2067 .11 116 .700 50 .00 .00 .00 255 .34 3830 .00 265 .85 260 .88 266 .25 22 .32 5.07 781 .14 810 .76 116 .700 50 .00 .00 .00 255 .34 5195 .00 268 .66 261 .99 269 .02 14 .05 4.90 1202 .87 1385 .87 116 .700 50 .00 .00 .00 255 .34 5630 .00 269 .48 262 .30 269 .82 12 .55 4.86 1351 .52 1589 .33 116 .700 50 .00 .00 .00 255 .34 6940 .00 271 .00 263 .15 271 .35 11 .36 5.01 1834 .02 2059 .1.9 119 .200 250 .00 .00 .00 256 .12 3711 .00 266 .59 264 .39 266 .73 15 .41 4.35 1586 .84 945 .20 119 .200 250 .00 .00 .00 256 .12 5132 .00 269 .19 264 .80 269 .26 6 .27 3.31 2744 .26 2049 .42 119 .200 250 .00 .00 .00 256 .12 5763 .00 269 .97 265 .06 270 .04 5 .46 3.23 3113 .62 2466 .21 * 119 .200 250 .00 .00 .00 256 .12 7075 .00 271 .47 265 .42 271 .54 4 .41 3.15 3846 .30 3368 .53 124 .000 565 .00 .00 .00 256 .42 3711 .00 268 .26 268 .26 269 .99 151 .00 11.21 433 .88 302 .00 * 124 .000 565 .00 .00 .00 256 .42 5132 .00 269 .64 269 .37 271 .15 117 .22 11.13 666 .09 474 .01 124 .000 565 .00 .00 .00 256 .42 5763 .00 270 .32 269 .67 271 .64 98 .02 10.72 799 .74 582 .08 124 .000 565 .00 .00 .00 256 .42 7075 .00 271 .71 270 .49 272 .73 68 .69 9.86 1105 .34 853 .66 1 2011EC 99 15: 98:37 PAGE 18 ' I CWS EL CRI WS EG 10- KS VCH ARE A 0 1K SECNO XLC H ELTRD ELLC ELM N Q . " 126 .000 300 .00 .00 .00 256 .00 3711 .00 270 .67 266 .77 270 .82 13 .08 3.70 1451 .31 1026 .00 ' 126 .000 300 .00 .00 .00 256 .00 5132 .00 271 .75 267 .88 271 .92 13 .11 4.03 1929 .59 1417 .57 126 .000 300 .00 .00 .00 256 .00 5763 .00 272 .20 268 .27 272 .37 12 .91 4.13 2146 .31 1603 .72 ' 126 .000 300 .00 .00 .00 256 .00 7075 .00 273 .16 268 .88 273 .33 11 .66 4.18 2631 .88 2072 .12 130 .900 750 .00 .00 .00 258 .00 3711 .00 271 .53 267 .23 271 .76 15 .25 4.38 1230 .57 950 .31 130 .900 750 .00 .00 .00 258 .00 5132 .00 272 .60 268 .82 272 .83 15 .64 4.65 1713 .76 1297 .69 130 .900 750 .00 .00 .00 258 .00 5763 .00 273 .02 269 .31 273 .25 15 .39 4.69 1933 .51 1469 .01 130 .900 750 .00 .00 .00 258 .00 7075 .00 273 .89 270 .18 274 .10 14 .21 4.66 2403 .51 1876 .73 135. 600 835. 00 .00 .00 263. 14 3711. 00 272. 44 269. 83 272. 51 10. 82 3.04 1996. 48 1128. 20 135. 600 835. 00 .00 .00 263. 14 5132. 00 273. 42 270. 28 273. 49 9. 58 3.19 2607. 01 1658. 15 135. 600 835. 00 .00 .00 263. 14 5763. 00 273. 80 270. 39 273. 88 9. 28 3.26 2849. 31 1891 .65 135 .600 835. 00 .00 .00 263. 14 7075. 00 274. 58 270. 72 274. 67 8. 61 3.37 3347. 92 2410 .79 ' 145 .600 550. 00 .00 .00 265. 95 2837 .00 273. 71 273. 71 274. 71 146. 62 10.37 470. 24 234 .30 ' 145 .600 550. 00 .00 .00 265. 95 3954 .00 274. 49 274. 49 275. 38 122. 20 10.38 716. 60 357 .68 ' 145 .600 550. 00 .00 .00 265. 95 4444 .00 274. 77 274. 49 275. 63 114. 93 10.37 827. 38 414 .54 ` 145 .600 550 .00 .00 .00 265. 95 5541 .00 275. 36 275 .09 276. 10 96. 97 10.11 1090. 54 562 .69 ' 156 .400 1080 .00 .00 .00 267. 52 2837 .00 277. 40 274 .64 277. 63 18. 36 4.60 892. 99 662 .16 " 156 .400 1080 .00 .00 .00 267. 52 3954 .00 278. 20 275 .37 278. 51 21. 61 5.37 1084. 18 850 .53 ' 156 .400 1080 .00 .00 .00 267. 52 4444 .00 278. 50 275 .70 278. 83 22. 97 5.67 1161. 12 927 .19 ' 156 .400 1080 .00 .00 .00 267. 52 5541 .00 279. 04 276 .36 279. 45 26. 27 6.33 1317. 20 1081 .11 160 .200 380 .00 .00 .00 266. 79 2980 .00 277. 99 275 .25 278. 16 15. 18 4.46 1192. 19 764 .73 160 .200 380 .00 .00 .00 266. 79 4109 .00 278. 88 276 .21 279. 07 15. 08 4.77 1558. 50 1057 .95 160 .200 380 .00 .00 .00 266. 79 4564 .00 279. 21 276 .44 279. 40 14. 91 4.86 1704. 22 1181 .89 160 .200 380 .00 .00 .00 266. 79 5519 .00 279. 84 276 .88 280 .03 14. 62 5.03 1999. 10 1443 .54 163 .000 280 .00 .00 .00 268. 98 2980 .00 278. 55 276 .86 278 .80 27. 00 5.51 1010. 30 573 .46 163 .000 280 .00 .00 .00 268. 98 4109 .00 279. 43 277 .53 279 .67 24. 52 5.67 1363. 07 829 .77 163 .000 280 .00 .00 .00 268. 98 4564 .00 279. 74 277 .77 279 .98 23. 49 5.70 1504. 63 941 .71 . 163 .000 280 .00 .00 .00 268. 98 5519 .00 280. 36 278 .29 280 .59 22. 21 5.81 1779. 53 1171 .09 166 .100 280 .00 .00 .00 271. 00 2980 .00 279. 17 278 .17 279 .83 46. 74 7.48 659. 98 435 .89 166 .100 280 .00 .00 .00 271. 00 4109 .00 279. 98 279 .10 280 .64 46. 39 7.99 950 .06 603 .32 X166 .100 280 .00 .00 .00 271. 00 4564 .00 280. 27 279 .33 280 .91 44. 87 8.04 ! 1070 .52 681 .37 166 .100 280 .00 .00 .00 271. 00 5519 .00 280. 85 279 .94 281 .44 41. 46 8.08 1313 .77 857 .11 171 .800 570 .00 .00 .00 271. 40 2591 .00 281. 21 279 .49 281 .71 36. 64 6.82 588 .39 428 .05 171 .800 570 .00 .00 .00 271. 40 3571 .00 281. 94 280 .31 282 .57 43 .99 7.93 712 .41 538 .42 171 .800 570 .00 .00 .00 271. 40 3969 .00 282. 16 280 .58 282 .86 47 .65 8.39. 752 .81 574 .98 171 .800 570 .00 .00 .00 271. 40 4800 .00 282. 59 281 .05 283 .40 53 .73 9.20 851 .60 654 .81 173 .300 140 .00 .00 .00 271. 50 2591 .00 281. 60 279 .33 282 .35 42 .06 7.74 462 .05 399 .54 173 .300 140 .00 .00 .00 271. 50 3571 .00 282. 38 280 .70 283 .37 51 .86 9.11 575 .80 495 .88 173 .300 140 .00 .00 .00 271. 50 3969 .00 282. 64 281 .13 283 .71 55 .16 9.58'. 629 .08 534 .40 173 .300 140 .00 .00 .00 271. 50 4800 .00 283. 16 282 .05 284 .34 60 .11 10.361 756 .27 619 .10 1 ~ 20DEC99 15:48:37 PAGE 19 SECNO XLC H ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH I AREA OIK 175 .300 210 .00 .00 .00 271. 70 2591 .00 282. 54 280. 31 283 .24 42 .32 7.33 995 .51 398. 27 175 .300 210 .00 .00 .00 271. 70 3571 .00 283. 61 281. 89 284 .35 41 .64 7.91 684. 90 553. 40 175 .300 210 .00 .00 .00 271. 70 3969 .00 283. 97 282. 29 284 .73 41 .82 8.14 755. 59 613. 71 175 .300 210 .00 .00 .00 271. 70 4800 .00 284. 63 282. 89 285 .38 40 .79 8.40 971. 97 751. 60 176 .500 145 .00 .00 .00 273. 20 2575 .00 283. 31 280. 54 283 .74 29 .58 5.64 599. 28 473. 47 176 .500 145 .00 .00 .00 273. 20 3520 .00 284. 39 281. 65 284 .83 26 .92 5.95 869. 29 678. 48 176 .500 145 .00 .00 .00 273. 20 3900 .00 284. 76 282. 14 285 .19 25 .84 6.01 982. 80 767. 28 176 .500 145 .00 .00 .00 273. 20 4740 .00 285. 39 282. 89 285 .84 25 .48 6.27 1199. 62 939. 03 179 .400 265 .00 .00 .00 273. 50 2575 .00 284. 07 280. 78 284 .51 28 .30 5.31 500. 07 484. 05 179 .400 265 .00 .00 .00 273. 50 3520 .00 285. 08 281. 72 285 .62 30. 10 6.04 703. 74 641. 60 179 .400 265 .00 .00 .00 273. 50 3900 .00 285. 42 282. 02 285 .99 30. 12 6.23 817. 03 710. 63 179 .400 265 .00 .00 .00 273. 50 4740 .00 286. 04 282. 65 286 .63 30. 16 6.56 J 1077. 88 863. 11 180 .400 100 .00 .00 .00 273. 01 2575 .00 284. 25 278. 94 285 .08 49. 58 7.32 351. 77 365. 68 " 180 .400 100 .00 .00 .00 273. 01 3520 .00 285. 16 280. 31 286 .49 74. 69 9.26 380. 30 407. 29 " 180 .400 100 .00 .00 .00 273. 01 3900 .00 285. 43 280. 82 286 .99 86. 28 10.03 388. 81 419. 87 " 180 .400 100 .00 .00 .00 273. 01 4740 .00 285. 84 281. 94 288 .00 116. 59 11.80 401. 67 438. 98 * 181 .120 112 .00 286 .60 283 .01 273. 01 2575 .00 285. 27 . 00 285 .96 3. 51 6.71 383. 69 1374. 30 * 181 .120 112 .00 286 .60 283 .01 273. 01 3520 .00 286. 06 . 00 287 .21 5. 52 8.62 414. 94 1497. 53 * 181 .120 112 .00 286 .60 283 .01 273. 01 3900 .00 285. 97 . 00 287 .41 6. 90 9.61 405. 97 1484. 72 " 181 .120 112 .00 286 .60 283 .01 273. 01 4740 .00 285. 84 . 00 288 .00 10 .50 11.80 401. 64 1463. 14 " 182 .400 100 .00 .00 .00 273. 80 2575 .00 285. 76 281. 42 286 .21 40 .20 5.36 480 .49 406. 13 * 182 .400 100 .00 .00 .00 273. 80 3520 .00 286. 95 282. 60 287 .50 40 .96 6.01 613 .23 549. 99 * 182 .400 100 .00 .00 .00 273. 80 3900 .00 287. 11 283. 07 287 .75 46 .18 6.48 638 .38 573. 88 ` 182 .400 100 .00 .00 .00 273. 80 4740 .00 287. 69 283. 87 288 .45 50 .18 7.12 744 .28 669. 16 185 .500 300 .00 .00 .00 276. 30 2575 .00 287. 13 284. 41 287 .85 64 .07 6.85 391 .63 321. 70 185 .500 300 .00 .00 .00 276. 30 3520 .00 288. 31 285. 61 289 .14 63 .07 7.49 526 .29 443. 23 185 .500 300 .00 .00 .00 276. 30 3900 .00 288. 59 285. 96 289 .50 65 .43 7.84 565. 05 482. 1.3 185 .500 300 .00 .00 .00 276. 30 4740 .00 289. 26 286. 99 290 .27 66. 99 8.42 658. 99 579. 15 * 188 .000 250 .00 .00 .00 276. 75 2575 .00 288. 47 284. 73 288 .87 29. 01 5.23 574. 77 478. 08 ` 188 .000 250 .00 .00 .00 276. 75 3520 .00 289. 67 285. 92 290 .05 25. 12 5.40 934. 92 702. 27 * 188 .000 250 .00 .00 .00 276. 75 3900 .00 290. 02 286. 14 290 .39 24. 30 5.46 1083. 44 791. 22 * 188 .000 250 .00 .00 .00 276. 75 4740 .00 290. 75 287. 06 291 .08 20. 96 5.36 1422. 42 1035. 24 190 .800 280 .00 .00 .00 277. 50 2560 .00 289. 24 286. 12 289 .43 15. 73 4.22 854. 69 645. 56 190 .800 280 .00 .00 .00 277. 50 3464 .00 290. 34 286. 97 290 .55 15. 10 4.49 1088. 37 891. 38 190 .800 280 .00 .00 .00 277. 50 3855 .00 290. 67 287. 23 290 .90 15. 70 4.68 1161. 14 973. 07 190. 800 280. 00 . 00 .00 277, 50 4675 .00 291. 30 287. 64 291 .56 16. 73 5.04 1308. 83 1143. 13 " 193. 500 270 .00 . 00 .00 278. 10 2560 .00 289. 68 286. 80 290 .27 41. 89 6.52 490. 30 395. 55 * 193. 500 270. 00 . 00 .00 278. 10 3464 .00 290. 74 288. 18 291 .40 42. 17 7.13 637. 23 533. 44 * 193. 500 270. 00 . 00 .00 278. 10 3855 .00 291. 07 288. 68 291 .78 43. 81 7.46 686. 94 582. 42 ` 193. 500 270. 00 . 00 .00 278. 10 4675 .00 291. 71 289. 53 292. 51 46. 65 8.05 787. 67 684. 44 20DEC99 15:48:37 PAGE 20 1 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*K S VCH AREA .01K * 0 0 00 00 279 00 2560. 00 290.61 285.94 290. 82 19. 10 3.70 702. 12 585.7 9 195. 500 200. . 0 . 00 . 279 00 3464 00 291.70 286.91 291. 96 19. 18 4.14 907. 84 790. 95 * 195. 500 200.00 .0 . 00 . 279 00 . 3855 00 292.07 287.27 292. 35 19. 52 4.31 994. 67 872. 99 * * 195. 195. 500 500 200.0 200. 0 00 .00 .00 . .00 . 279. 00 . 4675. 00 292.79 287.94 293. 10 19. 82 4.61 1171. 81 1050. 10 197 500 200. 00 .00 .00 280. 50 1050. 00 290.87 284.44 290. 91 1. 94 1.72 784. 84 753. 99 . 197 500 200. 00 .00 .00 280. 50 1391. 00 292.01 284.89 292. 06 2. 07 1.93 971. 66 967. 42 . 197 500 200 00 00 .00 280. 50 1536. 00 292.40 285.07 292. 46 2. 14 2.02 1047. 08 1050. 29 . . . 00 280 50 1830 00 15 293 285.42 293. 21 2. 24 2.17 1213. 81 1221. 91 197. 500 200. 00 .00 . . . . * 199. 199 500 500 200. 200 00 00 .00 00 .00 .00 282. 282. 00 00 1050. 1391. 00 00 290.92 292.05 286.09 286.55 290. 292. 98 12 4. 3. 11 94 2.17 2.36 644. 831. 80 07 518. 700. 16 65 . . 00 00 . 00 00 282 00 1536. 00 292.45 286.74 292. 52 3. 93 2.43 902. 00 774. 51 199. 500 . 2 . . 00 . 282 00 1830 00 20 293 287.10 293. 28 3. 90 2.56 1046. 13 926. 25 199. 500 200. 00 .00 . . . . * 203 500 400. 00 .00 .00 286. 00 1050. 00 291.85 290.45 292. 32 58. 14 6.64 262. 41 137. 71 . 203. 500 400. 00 .00 00 .00 00 286. 286 00 00 1391. 1536 00 00 292.80 293.15 291.07 291.30 293. 293. 27 62 48. 46. 92 69 6.84 6.94 355. 393. 93 88 198. 224. 88 78 ' 203. 500 400. 00 . . 00 . 286 00 . 1830 00 293 82 291.74 294. 30 42. 71 7.10 472. 22 280. 01 203. 500 400. 00 .00 . . . . 205. 500 225. 00 .00 .00 287. 00 1050. 00 292.98 291.47 293. 37 47. 95 6.36 276. 35 151. 64 205 500 225 00 00 .00 287. 00 1391. 00 293.77 292.07 294. 20 45. 42 6.78 355. 89 206. 39 . . 225 00 . 00 00 287 00 1536. 00 294.08 292.28 294. 51 44. 38 6.92 389. 43 230. 56 205. 500 . . . 00 . 287 00 1830 00 68 294 292.70 295. 11 41. 62 7.10 461. 12 283. 66 ' 205. 500 225. 00 .00 . . . . 207 300 180. 00 .00 .00 287. 50 1050. 00 293.75 292.52 294. 55 77 .37 7.54 171 .99 119. 37 . 207. 300 180. 00 .00 .00 287. 50 1391. 00 294.43 293.25 295. 45 84 .16 8.57 207 .64 151. 63 , 207 300 180. 00 .00 .00 287. 50 1536. 00 294.69 293.53 295. 79 86 .86 8.96 221 .85 164. 81 * . 207 300 180 00 .00 .00 287. 50 1830. 00 295.16 294.06 296. 43 92 .17 9.72 249 .14 190. 61 . 209. 800 . 250. 250 00 00 .00 00 .00 00 289. 289 00 00 1050. 1391. 00 00 295.96 296.93 294.15 294.89 296. 297. 52 54 74 74 .27 .64 7.07 7.56 214 270 .58 .99 121. 161. 84 01 209. 209. 800 800 . 250. 00 . .00 . .00 . 289. 00 1536. 00 297.31 295.18 297. 94 74 .91 7.74 293 .97 177. 47 209. 800 250. 00 .00 .00 289. 00 1830. 00 298.02 295.71 298. 67 74 .64 8.01 340 .59 211. 82 211 800 200. 00 .00 .00 291. 00 1050. 00 297.63 297.34 298. 79 149 .05 9.95 167 .37 86. 00 . 211. 800 200. 00 .00 .00 291. 00 1391. 00 298.48 298.13 299. 60 127 .12 10.17 227 .30 123. 37 211. 800 200. 00 .00 .00 291. 00 1536. 00 298.84 298.35 299 .91 115 .78 10.11 256 .18 142. 75 211. 800 200. 00 .00 .00 291. 00 1830. 00 299.46 298.82 300 .50 104 .53 10.22 308 .36 178. 99 * 212 .400 60. 00 .00 .00 290. 96 1050 .00 298.75 296.12 299 .33 38 .70 7.27 233 .17 168. 78 212 400 60 00 00 .00 290. 96 1391 .00 299.33 297.02 300 .11 49 .17 8.60 271 .30 198 .37 . 212 400 . 60 00 . 00 00 290. 96 1536 .00 299.53 297.36 300 .40 54 .06 9.15 285 .40 208 .91 . . . . 00 290 96 1830 00 92 299 298.28 300 .95 62 .44 10.13 316 .31 231 .59 212 .400 60. 00 .00 . . . . * 212 .800 40. 00 300.60 297.46 290. 96 1050 .00 301.40 .00 301 .76 3 .76 5.74 488 .20 541 .19 * 212 .800 40. 00 300.60 297.46 290. 96 1391 .00 301.72 .00 302 .28 5 .67 7.19 534 .05 584 .10 * 212 .800 40. 00 300.60 297.46 290. 96 1536 .00 301.82 .00 302 .47 6 .65 7.83 546 .19 595 .80 * 212 .800 40. 00 300.60 297.46 290. 96 1830 .00 301.91 .00 302 .80 9 .03 9.18 559 .76 609 .02 1 20DEC99 15:98:37 PAGE 21 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10- KS VCH AREA .01K * 213 .000 20. 00 .00 .00 292 .50 1050 .00 301.69 297.82 301 .84 8 .96 3.46 429 .54 350 .79 213 .000 20 .00 .00 .00 292 .50 1391 .00 302.24 298.79 302 .41 10 .23 3.88 521 .79 434 .88 213 .000 20 .00 .00 .00 292 .50 1536 .00 302.45 299.19 302 .63 10 .67 4.04 557 .53 470 .17 213 .000 20 .00 .00 .00 292 .50 1830 .00 302.83 299.96 303 .03 11 .41 4.31 626 .86 541 .70 215 215 .700 - .700 270 270 .00 .00 .00 .00 .00 .00 294 294 .00 .00 1050 1391 .00 .00 301.98 302.56 299.36 300.10 302 302 .19 .79 14 15 .76 .84 4.16 4.57 347 427 .43 .84 273 349 .31 .45 215 .700 270 .00 .00 .00 294 .00 1536 .00 302.78 300.37 303 .02 16 .17 4.72 460 .07 381 .93 215 .700 270 .00 .00 .00 294 .00 1830 .00 303.18 300.87 303 .45 16 .83 5.00 521 .12 446 .03 * 217 .600 190 .00 .00 .00 296 .20 1050 .00 302.51 300.81 302 .99 55 .70 5.60 188 .74 140 .69 217 .600 190 .00 .00 .00 296 .20 1391 .00 303.10 301.52 303 .71 61 .36 6.29 225 .54 177 .58 h 217 .600 190 .00 .00 .00 296 .20 1536 .00 303.32 301.79 303 .99 63 .39 6.55 240 .76 192 .93 217 .600 190 .00 .00 .00 296 .20 1830 .00 303.73 302.25 304 .49 67 .22 7.03 270 .51 223 .20 219 .700 210 .00 .00 .00 297 .00 1050 .00 303.59 302.25 304 .23 57 .93 6.54 178 .41 137 .95 219 .700 210 .00 .00 .00 297 .00 1391 .00 304.26 303.04 304 .99 57 .38 7.15 227 .67 183 .63 219 700 210 00 00 .00 297 .00 1536 .00 304.51 303.33 305 .26 56 .70 7.34 249 .63 203 .99 ' 219 . .700 210 . .00 . .00 .00 297 .00 1830 .00 304.97 303.94 305 .76 55 .28 7.67 295 .59 246 .14 1 20DEC 99 15: 48:37 PAGE 22 WOLF PEN CREEK PARK EXIS SUMMARY PRINTOU T TA BLE 150 SECNO Q CWSEL DIFWSP DIFW SX DIFKWS TOPWID XLCH 26 .300 3941 .00 246.50 .00 .00 .00 735.20 .00 26 .300 5287 .00 247.14 .64 .00 .00 767.22 .00 26 .300 5645 .00 247.44 .30 .00 .00 782.00 .00 26 .300 6882 .00 247.82 .38 .00 .00 801.23 .00 37 300 3941 00 247.50 .00 -99 .00 549.51 1100.00 * 37 . .300 5287 . .00 248.19 .69 1 .05 .00 594.11 1100.00 37 .300 5645 .00 248.42 .23 .98 .00 617.43 1100.00 37 .300 6882 .00 248.90 .48 1 .07 .00 666.81 1100.00 * 45 .600 3941 .00 248.31 .00 .81 .00 380.74 830.00 * 45 .600 5287 .00 249.12 .81 .93 .00 395.66 830.00 * 45 600 5645 00 249.34 .22 .93 .00 0 399.82 410 61 830.00 830 00 45.600 6882.00 249.92 .58 1.03 .0 . . 49.200 3941.00 248.96 .00 .65 .00 382.00 360.00 49 200 5287.00 249.79 .83 .67 .00 392.34 360.00 . 49.200 49.200 5645.00 6882.00 250.01 250.63 .22 .62 .66 .70 .00 .00 810.04 814.65 360.00 360.00 55.000 3941.00 250.17 .00 1.21 .00 756.04 580.00 * 55.000 5287.00 250.93 .76 1.15 .00 782.66 580.00 * 55.000 5645.00 251.13 .20 1.12 .00 789.50 580.00 55.000 6882.00 251.69 .57 1.07 .00 809.29 580.00 61.000 3949.00 250.81 .00 .64 .00 595.08 600.00 61.000 5261.00 251.52 .71 .58 .00 669.31 600.00 61.000 5515.00 251.69 .17 .56 .00 687.65 600.00 61.000 6793.00 252.24 .55 .55 .00 730.90 600.00 ' 69.000 69.000 3949.00 5261.00 253.20 253.94 .00 .74 2.38 2.42 .00 .00 86.63 92.78 800.00 800.00 69.000 5515.00 254.06 .12 2.36 .00 93.51 800.00 * 69.000 6793.00 254.62 .57 2.38 .00 95.41 800.00 70.000 3949.00 254.69 .00 1.50 .00 42.00 100.00 70.000 5261.00 255.69 1.00 1.75 .00 42.00 100.00 ' 70.000 5515.00 255.86 .17 1.80 .00 42.00 100.00 70.000 6793.00 256.63 .77 2.00 .00 42.00 100.00 ' 73.700 3949.00 256.67 .00 1.98 .00 42.00 370.00 ' 73.700 5261.00 260.60 3.93 4.91 .00 42.00 370.00 73.700 5515.00 261.43 .83 5.57 .00 42.00 370.00 73.700 6793.00 262.62 1.19 6.00 .00 42.00 370.00 1 PAGE 23 20DEC99 15:48:37 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH ' 75.100 3949.00 258.60 .00 1.93 .00 256.57 140.00 75.100 5261.00 262.36 3.75 1.75 .00 340.00 140.00 75.100 5515.00 263.14 .78 1.71 .00 340.00 140.00 75.100 6793.00 264.84 1.70 2.22 .00 340.00 140.00 77.700 3949.00 259.00 .00 .39 .00 627.31 260.00 77.700 5261.00 262.50 3.50 .14 .00 708.44 260.00 77.700 5515.00 263.26 .76 .12 .00 742.61 260.00 * 77.700 6793.00 264.95 1.69 .11 .00 907.00 260.00 80 800 3949 00 259.32 .00 .32 .00 409.21 310.00 . 80.800 . 5261.00 262.58 3.26 .08 .00 802.92 310.00 80.800 5515.00 263.32 .74 .06 .00 845.45 310.00 80.800 6793.00 264.99 1.67 .04 .00 850.00 310.00 * 83.600 3949.00 259.76 .00 .44 .00 359.57 280.00 * 83.600 5261.00 262.69 2.93 .11 .00 682.87 280.00 83.600 5515.00 263.40 .71 .08 .00 742.06 280.00 83.600 6793.00 265.05 1.65 .05 .00 760.00 280.00 85.550 3949.00 260.56 .00 .80 .00 332.50 195.00 85.550 5261.00 262.91 2.35 .22 .00 510.97 195.00 85.550 5515.00 263.56 .66 .16 .00 567.93 195.00 85.550 6793.00 265.15 1.59 .10 .00 625.31 195.00 88.150 3949.00 261.33 .00 .77 .00 271.54 260.00 88.150 5261.00 263.27 1.94 .37 .00 419.39 260.00 88.150 5515.00 263.85 .58 .29 .00 458.59 260.00 88.150 6793.00 265.34 1.49 .19 .00 509.98 260.00 91.900 3949.00 262.23 .00 .90 .00 286.22 375.00 ' 91.900 5261.00 263.84 1.61 .57 .00 330.60 375.00 91.900 5515.00 264.32 .48 .47 .00 351.01 375.00 91.900 6793.00 265.70 1.38 .35 .00 419.96 375.00 95.000 3949.00 263.15 .00 .92 .00 306.15 310.00 95.000 5261.00 269.50 1.36 .66 .00 365.26 310.00 95.000 5515.00 264.89 .39 .57 .00 383.37 310.00 ' 95.000 6793.00 266.15 1.25 .45 .00 436.74 310.00 * 98.550 3949.00 263.80 .00 .66 .00 477.77 355.00 * 98.550 5261.00 265.05 1.24 .54 .00 576.18 355.00 98.550 5515.00 265.38 .34 .49 .00 603.43 355.00 ' 98.550 6793.00 266.55 1.17 .40 .00 686.68 355.00 103.000 3949.00 263.85 .00 .04 .00 282.03 445.00 * 103.000 5261.00 265.05 1.21 .01 .00 351.93 445.00 * 103.000 5515.00 265.38 .33 .00 .00 370.68 445.00 * 103.000 6793.00 266.52 1.14 -.03 .00 425.36 445.00 1 37 15 98 PAGE 29 20DEC99 : : SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 108.100 3830.00 264.05 .00 .20 .00 157.58 510.00 ' 108.100 5195.00 265.24 1.20 .19 .00 165.49 510.00 108.100 5630.00 265.54 .30 .16 -00 167.45 510.00 108.100 6940.00 266.65 1.11 .13 .00 191.93 510.00 112 000 3830.00 264.25 .00 .20 .00 344.91 390.00 ' . 112.000 5195 00 265 52 1.27 .28 .00 390. 72 390.00 112.000 5630. 00 265.85 .32 .31 .00 394. 88 390.00 * 112. 000 6940. 00 267.02 1.17 .37 .00 410. 81 390.00 • 112. 900 3830. 00 264.20 .00 -.05 .00 169. 73 90.00 112 . 900 5195 . 00 26545 . 1.25 -.08 .00 217. 06 90.00 Y 112 . 900 5630 . 00 .76 265 .32 -.08 .00 220. 51 90.00 112. 900 6940. 00 266. 92 1.15 -.10 .00 231. 20 90.00 • 113. 900 3830. 00 263. 66 .00 -.54 .00 42. 00 100.00 * 113. 900 5195. 00 264. 59 .93 -.86 .00 42. 00 100.00 113. 900 5630. 00 264. 78 .19 -.98 .00 42. 00 100.00 ' 113. 900 6940. 00 265. 59 .81 -1.33 .00 42. 00 100.00 116. 200 3830. 00 264. 12 .00 .46 .00 42. 00 230.00 * 116. 200 5195. 00 266. 67 2.55 2.08 .00 42. 00 230.00 " 116. 200 5630. 00 267. 37 .71 2.59 .00 42. 00 230.00 " 116. 200 6940. 00 267. 90 .53 2.32 .00 42. 00 230.00 ' 116. 700 3830. 00 265. 85 .00 1.73 .00 124. 97 50.00 116. 700 5195. 00 268. 66 2.81 2.00 .00 175. 02 50.00 116. 700 5630. 00 269. 48 .82 2.11 .00 189. 54 50.00 116. 700 6940. 00 271. 00 1.52 3.10 .00 461. 39 50.00 119. 200 3711. 00 266. 59 .00 .74 .00 415. 42 250.00 119. 200 5132. 00 269. 19 2.60 .53 .00 467. 71 250.00 119. 200 5763. 00 269. 97 .78 .49 .00 478. 64 250.00 119. 200 7075. 00 271. 47 1.50 .47 .00 499. 63 250.00 " 124. 000 3711. 00 268. 26 .00 1.67 .00 149. 10 565.00 124. 000 5132. 00 269. 64 1.38 .45 .00 187. 09 565.00 124. 000 5763. 00 270. 32 .68 .35 .00 204. 38 565.00 * 124. 000 7075. 00 271. 71 1.39 .24 .00 236. 28 565.00 126. 000 3711. 00 270. 67 .00 2.41 .00 401. 55 300.00 " 126. 000 5132. 00 271. 75 1.08 2.11 .00 481. 70 300.00 " 126. 000 5763. 00 272. 20 .45 1.88 .00 500. 67 300.00 • 126. 000 7075. 00 273. 16 .96 1.45 .00 504. 05 300.00 130. 900 3711. 00 271. 53 .00 .87 .00 365. 88 750.00 130. 900 5132. 00 272. 60 1.06 .85 .00 516. 49 750.00 130. 900 5763. 00 273. 02 .42 .82 .00 528. 06 750.00 130. 900 7075 .00 273. 89 .87 .73 .00 551. 99 750.00 1 20DEC99 15:48:37 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 135. 600 3711 .00 272. 44 .00 .90 .00 615 .24 835.00 ' 135. 600 5132 .00 273. 42 .98 .82 .00 629 .22 835.00 135. 600 5763 .00 273. 80 .38 .78 .00 634 .68 835.00 135. 600 7075 .00 274. 58 .78 .69 .00 644 .33 835.00 * 145. 600 2837 .00 273. 71 .00 1.27 .00 261 .21 550.00 145. 600 3954 .00 274. 49 .78 1.07 .00 370 .97 550.00 145. 600 4444 .00 274. 77 .28 .97 .00 410 .79 550.00 ' 145. 600 5541 .00 275. 36 .59 .78 .00 472 .23 550.00 " 156. 400 2837 .00 277. 40 .00 3.69 .00 228 .52 1080.00 * 156. 400 3954 .00 278. 20 .81 3.71 .00 252 .99 1080.00 156. 400 4444 .00 278 .50 .29 3.72 .00 269 .66 1080.00 156 .400 5541 .00 279 .04 .55 3.68 .00 300 .65 1080.00 ' 160 .200 2980 .00 277 .99 .00 .59 .00 389 .37 380.00 160 .200 4109 .00 278 .88 .90 .68 .00 433 .87 380.00 160 .200 4564 .00 279 .21 .33 .71 .00 450 .35 380.00 160 .200 5519 .00 279 .84 .63 .80 .00 481 .98 380.00 163 .000 2980 .00 278 .55 .00 .56 .00 386 .94 280.00 ' 163 .000 4109 .00 279 .43 .88 .54 .00 421 .83 280.00 163 .000 4564 .00 279 .74 .32 .53 .00 435 .05 280.00 163 .000 5519 .00 280 .36 .62 .51 .00 464 .92 280.00 166 100 2980 00 279 .17 .00 .62 .00 3011 .64 280.00 166 . .100 4109 . .00 279 .98 .81 .55 .00 407 .48 280.00 166 .100 4564 .00 280 .27 .29 .53 .00 414 .75 280.00 166 .100 5519 .00 280 .85 .58 .49 .00 424 .89 280.00 171 .800 2591 .00 281 .21 .00 2.05 .00 164 .52 570.00 171 .800 3571 .00 281 .94 .72 1.96 .00 179 .65 570.00 171 .800 3969 .00 282 .16 .22 1.89 .00 200 .63 570.00 171 .800 4800 .00 282 .59 .43 1.74 .00 256 .78 570.00 173 .300 2591 .00 281 .60 .00 .38 .00 125 .56 140.00 173 .300 3571 .00 282 .38 .78 .44 .00 183 .65 140.00 173 .300 3969 .00 282 .64 .27 .49 .00 216 .28 140.00 173 .300 4800 .00 283 .16 .51 .57 .00 279 .18 140.00 175 .300 2591 .00 282 .54 .00 .94 .00 156 .29 210.00 175 .300 3571 .00 283 .61 1.07 1.23 .00 193 .06 210.00 175 .300 3969 .00 283 .97 .36 1.33 .00 205 .21 210.00 175 .300 4800 .00 284 .63 .66 1.48 .00 351 .81 210.00 176 .500 2575 .00 283 .31 .00 .77 .00 212 .80 145.00 ' 176 .500 3520 .00 284 .39 1.08 .77 .00 290 .28 145.00 176 .500 3900 .00 284 .76 .37 .79 .00 318 .44 145.00 176 .500 4740 .00 285 .39 .63 .76 .00 366 .25 145.00 1 1 PAGE 25 20DEC99 15:48:37 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWI D XLCH 179. 400 2575. 00 284. 07 .00 .76 .00 106. 84 265. 00 179. 400 3520. 00 285. 08 1.01 .69 .00 297. 33 265. 00 179. 400 3900. 00 285. 42 .34 .67 .00 362. 25 265. 00 179. 400 4740. 00 286. 04 .62 .65 .00 474. 89 265. 00 180. 400 2575. 00 284. 25 .00 .18 .00 31. 30 100. 00 ' 180. 400 3520. 00 285. 16 .91 .08 .00 31. 30 100. 00 * 180. 400 3900. 00 285. 43 .27 .01 .00 31. 30 100. 00 ` 180. 400 4740. 00 285. 84 .41 -.20 .00 31. 30 100. 00 " 181. 120 2575. 00 285. 27 .00 1.02 .00 31. 30 112. 00 " 181. 120 3520. 00 286. 06 .79 -90 .00 152. 56 112. 00 ` 181. 120 3900. 00 285. 97 --08 .54 .00 31. 30 112. 00 ' 181. 120 4740. 00 285. 84 -.13 .00 .00 31. 30 112. 00 * 182. 400 2575. 00 285. 76 .00 .50 .00 82. 20 100. 00 * 182. 400 3520. 00 286. 95 1.19 .89 .00 152. 72 100. 00 " 182. 400 3900. 00 287. 11 .16 1.13 .00 163. 62 100. 00 ' 182. 400 4740. 00 287. 69 .58 1.85 .00 203. 22 100. 00 185. 500 2575. 00 287. 13 .00 1.37 .00 96. 59 300. 00 185. 500 3520. 00 288. 31 1.18 1.36 .00 130. 28 300. 00 185. 500 3900. 00 288. 59 .29 1.49 .00 135. 38 300. 00 185. 500 4740. 00 289. 26 .67 1.57 .00 147. 03 300. 00 ` 188. 000 2575 .00 288. 47 .00 1.34 .00 205. 49 250. 00 ' 188. 000 3520 .00 289. 67 1.20 1.36 .00 396. 83 250. 00 ' 188. 000 3900 .00 290. 02 .35 1.42 .00 450. 44 250. 00 * 188. 000 4740 .00 290. 75 .74 1.50 .00 469. 24 250. 00 190. 800 2560 .00 289. 24 .00 .76 .00 204 .12 280. 00 190. 800 3464 .00 290. 34 1.11 .68 .00 220 .21 280. 00 190. 800 3855 .00 290. 67 .33 .65 .00 227 .18 280. 00 190. 800 4675 .00 291. 30 .63 .54 .00 240 .71 280. 00 ` 193. 500 2560 .00 289. 68 .00 .44 .00 131 .01 270. 00 " 193. 500 3464 .00 290. 74 1.06 .40 .00 147 .04 270. 00 " 193. 500 3855 .00 291. 07 .33 .40 .00 152 .43 270. 00 " 193. 500 4675 .00 291. 71 .64 Al .00 162 .82 270. 00 ` 195. 500 2560 .00 290. 61 .00 .93 .00 156 .70 200. 00 " 195. 500 3464 .00 291. 70 1.09 .96 .00 221 .90 200. 00 * 195. 500 3855 .00 292. 07 .37 1.00 .00 241 .08 200. 00 ' 195. 500 4675 .00 292. 79 .72 1.08 .00 251 .85 200. 00 197. 500 1050 .00 290. 87 .00 .26 .00 149 .05 200. 00 197. 500 1391 .00 292. 01 1.13 .31 .00 180 .51 200. 00 197. 500 1536 .00 292. 40 .39 .33 .00 202 .19 200. 00 197. 500 1830 .00 293. 15 .75 .36 .00 243 .35 200. 00 1 20DEC99 15: 48:37 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH ' 199. 500 1050 .00 290. 92 .00 .04 .00 153 .44 200. 00 199. 500 1391 .00 292. 05 1.13 .04 .00 175 .16 200. 00 199. 500 1536 .00 292. 45 .39 .04 .00 183 .98 200. 00 199. 500 1830 .00 293. 20 .75 .04 .00 200 .72 200. 00 * 203. 500 1050 .00 291. 85 .00 .93 .00 90 .52 400. 00 " 203. 500 1391 .00 292. 80 .95 .75 .00 105 .81 400. 00 " 203. 500 1536 .00 293. 15 .35 .71 .00 111 .41 400. 00 " 203. 500 1830 .00 293. 82 .67 .63 .00 122 .17 400. 00 205. 500 1050 .00 292. 98 .00 1.12 .00 93 .35 225. 00 205. 500 1391 .00 293. 77 .80 .97 .00 106 .30 225. 00 205. 500 1536 .00 294 .08 .31 .93 .00 112 .21 225. 00 205. 500 1830 .00 294. 68 .60 .85 .00 128 .59 225. 00 207. 300 1050 .00 293 .75 .00 .78 .00 50 .02 180. 00 207 .300 1391 .00 294 .43 .68 .66 .00 54 .56 180. 00 207 .300 1536 .00 294 .69 .26 .61 .00 56 .27 180. 00 " 207 .300 1830 .00 295 .16 .47 .49 .00 59 .42 180. 00 209 .800 1050 .00 295 .96 .00 2.21 .00 54 .49 250. 00 209 .800 1391 .00 296 .93 .97 2.50 .00 60 .96 250. 00 209 .800 1536 .00 297 .31 .38 2.62 .00 63 .41 250. 00 209 .800 1830 .00 298 .02 .71 2.86 .00 68 .14 250 .00 211 .800 1050 .00 297 .63 .00 1.67 .00 64 .88 200 .00 211 .800 1391 .00 298 .48 .85 1.55 .00 75 .96 200 .00 211 .800 1536 .00 298 .84 .37 1.54 .00 80 .57 200 .00 211 .800 1830 .00 299 .46 .62 1.45 .00 88 .30 200 .00 " 212 .400 1050 .00 298 .75 .00 1.12 .00 59 .46 60 .00 * 212 .400 1391 .00 299 .33 .58 .86 .00 72 .04 60 .00 * 212 .400 1536 .00 299 .53 .19 .68 .00 76 .17 60 .00 212 .400 1830 .00 299 .92 .39 .45 .00 84 .51 60 .00 " 212 .800 1050 .00 301 .40 .00 2.65 .00 137 .60 40 .00 " 212 .800 1391 .00 301 .72 .33 2.39 .00 138 .93 40 .00 ` 212 .800 1536 .00 301 .82 .09 2.29 .00 139 .28 40 .00 * 212 .800 1830 .00 301 .91 .10 2.00 .00 139 .67 40 .00 PAGE 26 PAGE 27 WARNING SECNO= 116.700 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 119.200 WARNING SECNO= 119.200 WARNING SECNO= 119.200 CAUTION SECNO= 124.000 CAUTION SECNO= 124.000 WARNING SECNO= 124.000 WARNING SECNO= 124.000 WARNING SECNO= 124.000 WARNING SECNO= 126.000 WARNING SECNO= 126.000 WARNING SECNO= 126.000 WARNING SECNO= 126.000 CAUTION SECNO= 145.600 CAUTION SECNO= 145.600 CAUTION SECNO= 145.600 CAUTION SECNO= 145.600 WARNING SECNO= 145.600 CAUTION SECNO= 145.600 CAUTION SECNO= 145.600 WARNING SECNO= 156.400 WARNING SECNO= 156.400 WARNING SECNO= 156.400 WARNING SECNO= 156.400 WARNING SECNO= 180.400 WARNING SECNO= 180.400 WARNING SECNO= 180.400 WARNING SECNO= 181.120 WARNING SECNO= 181.120 WARNING SECNO= 181.120 WARNING SECNO= 181.120 WARNING SECNO= 182.400 WARNING SECNO= 182.400 WARNING SECNO= 182.400 1 20DEC99 15:48:37 WARNING SECNO= 182.400 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CRITICAL DEPTH ASSUMED PROFILE= 1 MINIMUM SPECIFIC ENERGY PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CRITICAL DEPTH ASSUMED PROFILE= 1 MINIMUM SPECIFIC ENERGY PROFILE= 2 CRITICAL DEPTH ASSUMED PROFILE= 2 MINIMUM SPECIFIC ENERGY PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 WSEL ASSUMED BASED ON MIN DIFF PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 188.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 193.500 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 195.500 WARNING SECNO= 195.500 WARNING SECNO= 195.500 WARNING SECNO= 195.500 WARNING SECNO= 199.500 WARNING SECNO= 203.500 WARNING SECNO= 203.500 WARNING SECNO= 203.500 WARNING SECNO= 203.500 WARNING SECNO= 207.300 WARNING SECNO= 212.400 WARNING SECNO= 212.400 WARNING SECNO= 212.400 WARNING SECNO= 212.800 WARNING SECNO= 212.800 WARNING SECNO= 212.800 WARNING SECNO= 212.800 WARNING SECNO= 213.000 WARNING SECNO= 217.600 WARNING SECNO= 217.600 WARNING SECNO= 217.600 WARNING SECNO= 217.600 PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 2 3 4 1 1 2 3 4 4 1 2 3 1 2 3 4 1 1 2 3 4 PAGE 31 ' HEC-2 WATER SURFACE PROFILES " ` Version 4.6.2; May 1991 " RUN DATE 20DEC99 TIME 15:47:06 " x x XXXXXXX xxxxx xxxxx x x x x x x x x x X x x xxxxxxx XXXX x XXXXX XXXXX x x x x x x X x x x x X X xxxxxxx Xxxxx xxxxxxx 1 20DEC99 15:47:06 • U.S. ARMY CORPS OF ENGINEERS ` HYDROLOGIC ENGINEERING CENTER " 609 SECOND STREET, SUITE D " DAVIS, CALIFORNIA 95616-468'7 " (916) 756-1109 PAGE 1 THIS RUN EXECUTED 20DEC99 15:47:06 HEC-2 WATER SURFACE PROFILES Version 9.6.2; May 1991 11-14-95 using erv meyer's file "WOLFAMPR" as a base model and new topo from clarke & windham, secns 124.00, 126.00, 130 135 & 145.60 were revised and model rerun to determine limits at these sections. 9-16-98 Revisions per City's Review. Lake at Amphitheater modified to reflect Silted in condition. No plans to dredge lake. Stations 189.00 - 223.20 Modified to match FIS. Appears to be 450 ft. added into the NDM stationing At about Station 186.00 Revised 9/1/99 by KHA to remove fill in left bank at 160.20 and 163.00 IMPJ KH This revision was referenced in wolf2r 10/22/98 but not implemented Revised 01/12/99 to correct channel reach length at 124.00-145.60 Revised 09/01/99 for updated topo at sections 171.8-180.40 (KHA) Added sections 166.1, 177.3 & 176.5 per updated topo 09/01/99 (KHA) Revised 09/01/99 to proposed right bank conditions 166.1-179.4 (KRA) T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 PROPOSED CONDITIONS - DEVELOPMENT ALONG RIGHT BANK T3 WOLF PEN CREEK PARK POST PROJECT MULTI PROFILE, FILE:WLF_PP Revised 10/22/98 to remove fill in left bank at 160.20 and 163.00 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 2 0 0 .001977 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 1 0 -1 0 0 0 -1 0 0 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 J5 LPRNT NUMSEC " """"""REQUESTED SECTION NUMBERS""""""'" -l0 -10 if IHLEQ ICOPY SUBDIV STRTDS RMILE I 1 20DEC99 15:47:06 FQ 0 ITRACE 0 PAGE 2 QT 4 3941 5287 5645 6882 NC 0.09 .075 0.06 0.1 0.3 BEGIN WOLF PEN CREEK 2630 FT. U/S OF CARTERS CREEK CONFLUENCE X1 26.30 17 1153 1185 0 0 0 GR 250.0 1000 248.0 1030 246.0 1070 244.0 1100 242.0 1145 GR 240.0 1153 236.0 1156 235.0 1158 235.0 1168 236.0 1173 OR 238.0 1180 240.0 1185 242.0 1190 244.0 1350 246.0 1780 GR 248.0 1840 250.0 1875 X1 37.30 16 1535 1570 580 540 1100 GR 250.0 1000 248.0 1165 246.0 1245 244.0 1325 242.0 1535 GR 240.0 1545 238.0 1550 237.0 1553 238.0 1562 240.0 1570 GR 242.0 1675 244.0 1700 246.0 1720 248.0 1740 250.0 1,780 GR 260.0 1900 X1 45.60 16 1302 1335 700 500 830 GR 250.0 650 250.0 1018 248.0 1030 246.0 1060 244.0 1285 GR 242.0 1297 240.0 1302 238.0 1312 237.5 1322 238.0 1330 GR 240.0 1335 246.0 1380 250.0 1430 252.0 1460 254.0 1500 GR 256.0 1555 X1 49.20 17 1305 1335 150 300 360 GR 250.0 600 250.0 1015 246.0 1045 246.0 1260 244.0 1300 GR 242.0 1305 240.0 1310 238.0 1312 237.7 1316 238.0 1320 GR 240.0 1323 242.0 1335 244.0 1350 246.0 1370 248.0 1400 GR 250.0 1410 254.0 1440 NC .075 .075 .060 XL 55.00 14 1527 1565 460 300 580 GR 254.0 1000 252.0 1050 250.0 1085 248.0 1200 248.0 1425 GR 246.0 1527 244.0 1535 240.0 1544 239.0 1549 240.0 1555 GR 246.0 1565 248.0 1795 250.0 1835 252.0 1870 QT 4 3949 5261 5515 6793 X1 61.00 11 1630 1670 300 420 600 GR 254.0 1000 252.0 1060 250.0 1240 248.0 1280 246.0 1630 GR 240.0 1650 246.0 1670 248.0 1740 250.0 1750 254.0 1810 GR 256.0 1860 NC .065 .065 .060 .3 .5 X1 69.00 19 1960 2020 550 520 800 GR 270.0 1000 266.0 1100 264.0 1300 262.0 1560 260.0 1675 GR 258.0 1790 256.0 1940 250.0 1960 248.0 1968 246.0 1990 GR 245.0 2005 250.0 2020 254.0 2040 260.0 2040 260.0 2050 GR 260.0 2430 260.0 2560 260.0 2665 266.0 2850 STATE HIGHWAY 6 WEST LANE, U/S IS MOST RESTRICTIVE (4- 10' X 8') W'X H' 1 20DEC99 15:47:06 PAGE 3 ALL FOUR BARRELS CONSIDERED TO BE EFFECTIVE X1 70.00 12 1700 1742 100 100 100 GR 270.0 1000 268.0 1095 266.0 1190 264.0 1450 263.85 1700 GR 246.11 1700 246.11 1742 263.85 1742 264.0 2600 266.0 2695 GR 268.0 2780 270.0 2870 NC .015 SB 1.25 1.5 2.9 0 42 2 320 0 247.32 246.11 X1 73.70 370 370 370 1.21 X2 1 255.32 263.85 BT 10 1000 270.0 0 1095 268.0 0 1190 266.0 0 BT 1450 264.0 0 1700 263.85 0 1742 263.85 0 2600 BT 264.0 0 2695 266.0 0 2780 268. 0 0 2870 270.0 BT 0 NC .070 .070 .060 SECTION CUT OFF AT HOLLEMAN R .O.W. AND LOWE'S ENTRANCE X1 75.10 18 1600 1630 100 150 140 GR 270.0 1000 270.0 1020 270.0 1040 270.0 1425 261.0 1425 GR 260.0 1470 258.0 1525 252.0 1590 250.0 1600 245.93 1603 GR 245.93 1620 248.0 1625 250.0 1630 252.0 1635 254.0 1640 GR 254.0 1765 270.0 1765 270.0 2260 NC .1 .3 SECTION CUTOFF AT HOLLEMAN R. O.W. AND LOWE'S BUILDING X1 77.70 22 1529 1570 190 310 260 OR 270.00 1000 263.31 1000 264.03 1149 258.23 1249 257.63 1287 GR 258.00 1299 256.00 1349 254.70 1449 254.50 1503 252.50 1529 GR 246.30 1534 243.25 1549 246.61 1564 254.01 1570 257.71 1623 GR 257.35 1649 257.25 1722 256.45 1749 256.55 1849 262.46 1883 GR 263.34 1907 270.0 1907 NC .070 .070 .065 SECTION CUTOFF AT HOLLEMAN R. O.W. AND LOWE'S BUILDING X1 80.80 15 1315 1355 320 230 310 GR 270.00 1000 263.4 1000 262.0 1080 260.0 1210 258.0 1290 GR 254.0 1315 248.0 1325 246.39 1330 246.39 1340 254.0 1355 OR 256.0 1580 260.0 1660 262.0 1850 270.0 1850 270.0 2160 SECTION CUTOFF AT HOLLEMAN R. O.W. X1 83.60 13 1360 1395 270 160 280 GR 270.00 1000 263.4 1000 260.0 1180 258.0 1270 256. 0 1285 OR 254.0 1360 246.37 1370 254.0 1395 256.0 1400 260.0 1560 GR 262.0 1700 264.0 1760 270.0 1760 SECTION CUTOFF AT HOLLEMAN R. O.W. X1 85.55 13 1410 1455 200 270 195 GR 270.00 1000 263.6 1000 258.0 1290 256.0 1315 254.0 1410 GR 252.0 1420 246.64 1430 252.0 1435 254.0 1440 258.0 1455 GR 260.0 1480 262.0 1515 270.0 1795 1 20DEC99 15:47:06 PAGE 4 SECTION CUTOFF AT HOLLEMAN R .O.N. X1 88.15 12 1400 1445 280 230 260 GR 270.00 1000 263.6 1140 262.0 1270 260.0 1330 256.0 1400 GR 254.0 1430 246.61 1440 254.0 1445 256.0 1510 258.0 1530 GR 260.0 1545 270.0 1670 SECTION CUTOFF AT SEARS SERV ICE CENTER X1 91.90 14 1660 1705 450 200 375 GR 270.00 1470 266.0 1470 264.0 1540 262.0 1565 260.0 1600 GR 258.0 1625 256.0 1660 254.0 1670 247.49 1675 254.0 1680 GR 256.0 1705 258.0 1780 260.0 1815 270.0 1965 SECTION CUTOFF AT SEARS SERV ICE CENTER X1 95.00 16 1181 1211 170 350 310 GR 266.01 1000 264.56 1057 263.16 1107 262.36 1157 262.36 1181 GR 253.06 1190 251.96 1207 256.94 1211 257.94 1257 259.44 1357 GR 259.84 1369 268.82 1457 270.32 1507 277.65 1607 282.35 1699 GR 260.36 1,780 X1 98.55 13 1670 1695 360 170 355 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1420 260.0 1500 GR 258.0 1595 256.0 1620 254.0 1670 252.58 1675 260.0 1695 GR 262.0 1770 268.0 1955 270.0 1990 NH 4. .075 1450 .045 1512.5 .025 1567.5 .045 1675 X1 103.00 14 1512.5 1567.5 150 600 445 GR 269.35 1140 266.0 1240 264.0 1340 262.0 1450 259.0 1480 GR 256.0 1490 255.0 1512.5 254.0 1512.5 254.00 1540 254.0 1567.5 GR 255.0 1567.5 256.0 1582 258.0 1586 270.0 1675 QT 4 3830 5195 5630 6940 AMPHITHEATER DAM NH 4 .045 1296 .025 1374 .045 1408 .075 1584 X1 108.10 14 1310 1374 500 220 510 GR 274.0 1140 267.0 1233 257.0 1278 255.0 1296 255.0 1310 GR 254.0 1310 254.0 1342 254.0 1374 255.0 1374 255.15 1385 GR 266.0 1408 268.0 1465 269.0 1510 270.0 1584 NC .065 .065 L AKE MODIFIED TO REFLECT SILT NH 4 .075 1130 .045 1374 .025 1634 .045 1755 X1 112.00 16 1486 1634 360 320 390 GR 272.0 1000 270.0 1130 267.0 1316 265.0 1330 265.0 1345 GR 256.00 1374 255.00 1466 254.00 1486 254.0 1560 254.0 1634 GR 255.0 1634 256. 1645 263. 1672 264.0 1685 265.0 1714 GR 271.0 1755 NC .3 .5 L AKE MODIFIED TO REFLECT SILT NH 4 .045 1464 .025 1565 .045 1760 .075 1820 1 20DEC99 15:47:06 PAGE 5 100' D/S OF BOX CULVERT AT DARTMOUTH & HOLLEMAN INTERSECTION X1 112.90 15 1473 1565 100 250 90 GR 272.0 1000 267.0 1432 256.0 1464 255.0 1473 254.0 1473 GR 254.0 1540 254.0 1565 255.0 1565 256.0 1578 265.0 1613 GR 265.0 1650 266.0 1658 269.7 1680 269.7 1760 272.0 1820 D/S FACE BOX CUL VERTS AT HOLLEMAN AND DARTMOUTH INTERSECTION X1 113.90 12 1418 1460 100 100 100 GR 271.21 1000 270.4 1140 269.66 1240 269.32 1340 269.04 1418 GR 254.19 1418 254.19 1460 269.04 1460 270.11 1500 271.00 1600 GR 271.49 1700 272.12 1800 NC .015 SB 1.25 1.50 2.9 0 42 2 400 0 255.34 254.19 X1 116.20 230 230 230 1.15 X2 1 265.34 269.04 BT 10 1000 271.21 0 1140 270.40 0 1240 269.86 0 BT 1340 269.32 0 1418 269.04 0 1460 269.04 0 1500 BT 270.11 0 1600 271.00 0 1700 271.49 0 1600 272.12 BT 0 NC .075 .075 .055 X1 116.70 15 1495 1587 50 50 50 GR 272.06 1000 271.48 1100 270.94 1200 270.4 1300 269.86 1385 GR 269.68 1445 264.0 1495 255.34 1520 255.34 1562 264.0 1567 GR 271.0 1650 271.24 1750 271.87 1650 272.5 1950 272.82 2050 QT 4 3711 5132 5763 7075 NC .1 .3 X1 119.20 9 1300 1337 250 250 250 GR 271.48 1000 264.0 1030 262.0 1290 260.0 1300 256.12 1310 GR 260.0 1337 264.0 1360 268.0 1465 272.5 1510 SECTION UPDATED USING LATEST TOPO -NOV 6, 1995 X1 124.00 22 1070 1111 580 300 565 GR 272 1000 270 1003 268 1007 266 1010 264 1014 GR 266 1018 268 1070 266 1073 264 1075 262 1077 GR 260 1080 256 1083 256.42 1087 258 1091 260 1097 GR 262 1103 264 1106 266 1111 268 1149 270 1200 GR 272 1243 272 1314 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 xi 126.00 22 1161 1244 240 180 300 GR 276 1000 274 1005 272 1012 270 1028 268 1059 GR 266 1133 266 1161 264 1177 264 1190 262 1221 GR 260 1225 258 1226 256 1232 258 1237 268 1244 GR 268 1257 268 1273 266 1285 268 1320 270 1341 GR 270 1380 272 1512 1 20DEC99 15:47:06 PAGE 6 ,f NC .070 .070 .050 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 X1 130.90 21 1010 1099 500 370 750 GR 276 1000 274 1010 272 1020 270 1029 268 1033 GR 266 1049 264 1056 258 1065 258 1082 264 1090 GR 266 1099 268 1149 268 1162 270 1265 272 1425 GR 272 1485 272 1520 274 1565 274 1593 276 1748 GR 278 1823 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisions in rob LOB OF SECTION REVISED TO REFLECT FIELD SURVEY 01/94,U PDATED 11-6-95 X1 135.60 24 1860 1920 340 300 635 0 GR 277.5 1000 278 1184 276 1294 1321 270 1515 GR 270 1540 268 1550 268 1763 270 1848 270 1860 GR 268 1875 266 1880 263.14 1895 264 1900 266 1905 GR 268 1910 270 1920 272 1930 274 1945 276 1955 GR 278 1975 280 2035 282 2200 284 2290 QT 4 2837 3954 4444 5541 SECTION UPDATED USING LATEST TOPO-NOV 6, 1995 erv meyers update in lob w mwr revisi ons in rob LOB OF SECTION REVISED TO REFL ECT FIELD SURVEY 01/94,U PDATED 11-6-95 xi 145.60 16 1610 1636 410 450 550 GR 280 1090 278 1127 275 1328 273 1580 272 1610 GR 265.95 1624 265.95 1624 266 1627 268 1630 270 1636 GR 272 1725 274 1756 276 1785 278 1814 280 1844 GR 280 1894 SECTION CUTOFF AT XMAS STORE xi 156.40 13 1135 1190 520 600 1080 GR 283.24 1120 283.24 1120 283.24 1120 274.0 1135 272.0 1145 GR 270.0 1150 267.52 1155 270.0 1175 272.0 1190 274.0 1260 GR 276.0 1330 278.0 1370 280.0 1480 QT 4 2980 4109 4564 5519 SECTION REVISION IMPLEMENTED 9/1/99 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 160.20 15 1360 1400 250 220 380 GR 282.0 1000 280.0 1065 278.0 1080 276.0 1130 276.0 1240 GR 274.0 1290 272.0 1360 270.0 1365 266.79 1375 270.0 1385 GR 274.0 1400 276.0 1420 278.0 1470 280.0 1555 282.0 1610 LACOUR SUBDIVISION NO FILL IN LEFT BANK X1 163.00 14 1460 1492 350 240 280 GR 284.0 1230 280.0 1230 280.0 1245 278.0 1300 276.0 1460 GR 270.0 1475 268.98 1480 270.0 1485 272.0 1492 274.0 1515 GR 276.0 1600 278.0 1665 280.0 1690 284.0 1745 r Section 166.10 Added 09/01/99 BY KHA per updated topo L Right Channel revised to proposed con ditions 09/03/99 BY KHA Mannings n values modified in right bank 09/03/ 99 BY KHA 1 20DEC99 15:47:06 t PAGE 7 NC .070 .065 .05 xi 166.10 18 1432 1472 200 200 280 GR 288 508 286 799 284 1043 282 1078 280 1098 GR 278 1310 276 1429 274 1432 272 1440 271.0 1456 GR 272 1471 274 1472 276 1474 278 1476 280 1508 GR 282 1523 284 1568 293 1569 QT 4 2591 3571 3969 4800 Section 171.80 Revised 09/01/99 BY KHA per updated topo Right Channel revised to proposed con ditions 09/03/99 BY KRA SECTION CUTOFF AT CAR WASH X1 171.80 17 1383 1413 200 280 570 GR 286.0 1005 284 1090 282 1260 280 1292 278 1344 GR 276 1383 274 1389 272 1395 271.4 1400 272 1405 GR 274 1407 276 1413 278 1422 280 1431 282 1441 GR 283 1479 290 1480 Section 173.30 Added 09/01/99 BY KRA per updated topo Right Channel revised to proposed con ditions 09/03/99 BY KHA X1 173.30 22 1355 1386 120 250 140 GR 290 548 288 693 288 905 286 960 286 1066 GR 284 1210 282 1297 280 1324 278 1344 276 1355 GR 274 1359 272 1364 271.5 1370 272 1375 274 1381 GR 276 1386 278 1393 280 1404 282 1434 282.5 1460 GR 288.5 1461 290 1490 Section 175. 30 Revised 09/01/99 BY KHA per updated topo Right Channe l revised t o proposed conditions 09/03/99 BY KHA X1 175.30 20 1307 1343 210 170 210 GR 290 559 288 839 286 1109 284 1189 282 1213 OR 280 1287 278 130,7 276 1317 274 1321 272 1325 GR 271.7 1330 272.0 1334 274 1337 276 1340 278 1343 GR 280 1346 282.0 1351 284 1395 289.6 1396 290 1430 QT 4 2575 3520 3900 4740 Section 176. 50 Added 09 /01/99 BY KHA per updated topo Right Channe l revised t o proposed conditions 09/03/99 BY KHA X1 176.50 19 1175 1234 90 150 145 GR 290 470 288 622 286 1033 284 1113 282 1143 GR 280 1175 278 1185 276 1195 274 1201 273.2 1206 GR 274 1212 276 1218 278 1225 280 1234 282 1264 GR 283 1283 284 1296 285 1309 286 1322 Section 179. 40 Revised 09/01/99 BY KHA per updated topo Mannings n v alues in ri ght bank specified to original value 09/03/99 NC .070 .070 /.050 .3 .5 100' D/S OF BOX CULVERT--ON TEXAS AVENUE X1 179.40 19 1086 1162 220 260 265 GR 290 706 288.9 766 288.0 856 286.0 1026 284.0 1079 GR 282 1086 280.0 1095 278 1109 276 1118 274 1124 GR 273.5 1130 274 1135 276 1139 278 1144 280 1156 GR 282 1162 284.0 1172 286 1497 288 1501 1 20DEC99 15:47:06 PAGE 8 D/S FACE BOX CUL VERTS ON T EXAS AVENUE X1 180.40 11 1235 1266.3 160 60 100 GR 290.0 800 289.4 1000 286.6 1235 273.01 1235 273.01 1266.3 GR 286.5 1266.3 286.0 1410 286.0 1500 286.4 1590 287.2 1625 GR 290.5 1640 NC .015 SB 1.25 1.5 2.9 0 31.3 1.3 300 0 273.01 273.01 X1 181.12 112 112 112 X2 1 283.01 286.6 BT 9 800 290.0 0 1000 286.6 0 1235 286.75 0 BT 1266.3 286.75 0 1410 286.6 0 1500 286.6 0 1590 BT 286.8 0 1625 287.2 0 1640 290.5 0 NC .065 .065 !.055 .1 .3 NDM STATION 186.00 100' U/S BOX CULVERTS X1 182.40 11 1185 1270 100 100 100 GR 290.0 800 289.4 1000 286.6 1150 286.0 1185 273.8 1207 GR 273.8 1215 284.0 1250 286.0 1270 288.0 1300 288.0 1555 GR 290.0 1620 NON STATION 189.00 X1 185.50 12 1370 1435 260 390 300 GR 295.0 1000 295.0 1310 288.0 1310 286.0 1370 276.3 1400 GR 276.3 1403 288.0 1435 290.0 1470 292.0 1545 294.0 1660 GR 298.0 1840 300.0 1880 NDM STATION 191.50 X1 188.00 8 1425 1490 150 270 250 GR 290.0 1060 288.0 1370 286.0 1425 276.75 1462 286.0 1490 GR 288.0 1500 290.0 1510 300.0 1765 QT 4 2560 3464 3855 4675 NDM STATION 194.30 X1 190.80 13 1235 1280 230 200 280 GR 295.0 1175 288.0 1185 286.0 1235 277.5 1258 277.5 1262 GR 284.0 1280 286.0 1355 290.0 1395 292.0 1435 294.0 1490 GR 296.0 1530 298.0 1585 300.0 1610 NC .075 NDM STATION 197.00 X1 193.50 12 1252 1297 275 320 270 GR 295.0 1210 289.0 1210 288.0 1240 286.0 1252 278.1 1275 GR 286.0 1297 288.0 1320 290.0 1345 294.0 1410 296.0 1490 GR 298.0 1570 300.0 1610 NDM STATION 199.00 1 20DEC99 15:47:06 PAGE 9 X1 195.50 12 1292 1380 200 150 200 GR 295.0 1260 288.0 1260 280.0 1311 279.0 1315 280.0 1322 GR 286.0 1340 288.0 1355 290.0 1380 292.0 1500 296.0 1560 GR 298.0 1620 300.0 1690 NC .065 .085 .050 QT 4 1050 1391 1536 1830 NDM STATION 201.00 X1 197.50 13 1290 1350 380 130 200 GR 300.0 1160 293.5 1170 292.0 1230 290.0 1255 286.0 1275 GR 284.0 1290 280.5 1320 282.0 1330 284.0 1350 290.0 1380 GR 296.0 1470 298.0 1610 300.0 1655 NDM STATION 203.00 X1 199.50 10 1230 1290 150 230 200 GR 300.0 1140 293.5 1150 292.0 1170 286.0 1230 282.0 1260 GR 286.0 1290 296.0 1380 298.0 1415 300.0 1455 302.0 1520 NDM STATION 207.00 X1 203.50 12 1355 1375 320 410 400 GR 300.0 1000 298.0 1015 296.0 1100 296.0 1285 294.0 1285 GR 288.0 1355 286.1 1370 286.0 1375 294.0 1410 296.2 1410 GR 298.0 1792 300.0 1800 NDM STATION 209.00 X1 205.50 14 1198 1215 180 130 225 GR 300.0 1000 298.0 1080 294.0 1140 292.0 1160 290.0 1180 GR 288.0 1198 287.0 1205 288.0 1215 290.0 1225 294.0 1250 GR 296.0 1275 298.0 1300 298.0 1380 300.0 1390 NON STATION 210.80 X1 207.30 10 1185 1210 170 140 180 GR 304.0 1000 300.0 1140 298.0 1158 296.0 1168 290.0 1185 GR 287.5 1195 290.0 1210 296.0 1233 300.0 1250 302.0 1400 NC .3 .5 NDM STATION 213.30 X1 209.80 10 1250 1265 250 240 250 GR 306.0 1000 304.0 1061 302.0 1140 300.0 1180 298.0 1197 GR 290.0 1250 289.0 1255 290.0 1265 300.0 1265 300.8 1430 NDM STATION 215.30 X1 211.80 12 1295 1310 150 180 200 GR 310.0 1000 308.0 1060 306.0 1100 304.0 1190 300.0 1265 GR 294.0 1295 291.0 1308 294.0 1310 298.0 1345 300.0 1360 GR 300.7 1380 300.8 1580 NDM STATION 215.90 1 20DEC99 1547:06 PAGE 10 X1 212.40 18 1101.9 1114.1 90 30 60 GR 308.1 820 308.0 830 304.0 1000 302.0 1070 298.0 1086 GR 290.96 1101.9 290.96 1102 290.96 1102.8 290.96 1105 290.96 1108 GR 290.96 1111 290.96 1113.2 290.96 1114 290.96 1114.1 298.0 1129 GR 300.6 1175 300.6 1210 320.0 1210.1 NC .024 SB 1.25 1.5 2.9 0 8.5 0 55 0 290.96 290.96 NDM STATION 216.30 X1 212.80 40 40 40 X2 1 297.46 300.60 BT 18 820 308.1 0 830 308.0 0 1000 304.0 0 BT 1070 302.0 0 1086 301.3 0 1101.9 300.6 0 1102 BT 300.6 0 1102.8 300.6 0 1105 300.6 0 1108 300.6 BT 0 1111 300.6 0 1113.2 300.6 0 1114 300.6 0 BT 1114.1 300.6 0 1129 300.6 0 1175 300.6 0 1210 BT 300.6 0.. ---1210.1 320.0 0 NC .050 .050 .045 NDM STATION 216.50 X1 213.00 13 1315 1345 20 20 20 GR 308.1 1000 308.0 1055 306.0 1135 304.0 1190 302.0 1225 GR 300.0 1300 298.0 1315 292.5 1330 292.5 1338 298.0 1345 OR 300.0 1380 300.0 1395 320.0 1395 NON STATION 219.20 X1 215.70 13 1225 1255 230 290 270 OR 307.0 1000 306.0 1055 304.0 1190 302.0 1205 298.0 1225 GR 294.0 1240 296.0 1250 298.0 1255 300.0 1275 302.0 1340 GR 306.0 1380 308.0 1395 310.0 1420 NC .1 .3 NON STATION 221.10 X1 217.60 14 1150 1210 300 300 190 GR 305.9 1000 306.0 1030 306.0 1085 304.0 1150 300.0 1170 GR 296.2 1175 296.2 1185 298.0 1195 300.0 1200 302.0 1210 GR 304.0 1230 306.0 1245 308.0 1265 310.0 1290 NOM STATION 223.20 X1 219.70 9 1085 1120 1,70 210 210 GR 306.0 1000 304.0 1055 302.0 1085 300.0 1090 297.0 1100 GR 300.0 1115 302.0 1120 308.0 1150 310.0 1170 1 20DEC99 15:47:06 PAGE 11 IHLEQ = 1. THEREFORE FRI CTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 20DEC99 15:47:06 PAGE 1.2 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo it-7-95 T2 EXIST. COND. 50-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 .001977 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 20DEC99 15:47:06 PAGE 13 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 100-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 0 .001799 247.44 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 20DEC99 15:47:06 PAGE 14 T1 HYDRAULIC ANALYSIS OF WOLF PEN CREEK AND TRIBUTARIES new topo 11-7-95 T2 EXIST. COND. 500-YR.FLD.-HYPOTHETICAL STORM--W/AMPHITHEATER AND LAKE T3 WOLF PEN CREEK PARK CORRIDOR ANALYSIS-NATURAL PROFILE, FILE:WOLF2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 .001977 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 -1 IHLEQ = 1. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR DETAILS. 1 20DEC99 15:47:06 PAGE 15 THIS RUN EXECUTED 20DEC99 15:47:10 HEC-2 WATER SURFACE PROFILES Version 4.6. 2; May 1991 NOTE- ASTERISK AT LEFT OF CROS S-SECTION NUMBER INDICATES MES SAGE IN SUMMARY OF ERRORS LIST WOLF PEN CREEK PARK POST SUMMARY PRINTOU T TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 26.300 .00 .00 .00 235 .00 3941. 00 246. 50 244 .81 246. 67 26.300 .00 .00 .00 235 .00 5287. 00 247. 14 245 .45 247. 31 26.300 .00 .00 .00 235 .00 5645. 00 247. 44 245 .43 247. 59 26.300 .00 .00 .00 235 .00 6882. 00 247. 82 246 .01 247. 99 • 37.300 1100.00 .00 .00 237 .00 3941. 00 247. 50 243 .79 247. 56 • 37.300 1100.00 .00 .00 237 .00 5287. 00 248. 19 244 .27 248. 27 37.300 1100.00 .00 .00 237 .00 5645. 00 248. 42 244 .36 248. 50 37.300 1100.00 .00 .00 237 .00 6882. 00 248. 90 244 .69 249. 00 + 45.600 830.00 .00 .00 237 .50 3941. 00 248. 31 245 .89 248. 53 • 45.600 830.00 .00 .00 237 .50 5287. 00 249. 12 246 .79 249. 37 10*KS VCH AREA .01K 19. 94 4.85 1809. 68 882 .60 20 .16 5.08 2290. 71 1177 .49 17 .99 4.89 2519. 74 1330 .93 19. 80 5.25 2824. 26 1546 .57 8. 68 2.97 2336. 41 1337 .28 10. 23 3.39 2732. 00 1652 .61 10. 23 3.45 2869. 83 1764 .80 11. 64 3.80 3179. 17 2017 .00 21 .04 5.21 1486. 74 859 .11 23 .10 5.75 1799. 84 1099 .92 " 45. 600 830.00 .00 .00 237. 50 5645.00 249.34 246.85 249.59 23.17 5.83 1889.16 1172.78 " 45. 600 830.00 .00 .00 237. 50 6882.00 249. 92 247.27 250.21 25.09 6.28 2125.59 1373.81 49. 200 360. 00 .00 .00 237. 70 3941. 00 248. 96 247.33 249.22 31.34 5.80 1361. 12 703.94 49. 200 360. 00 .00 .00 237. 70 5287. 00 249. 79 247.84 250.06 31.84 6.20 1681. 42 936.99 49. 200 360. 00 .00 .00 237. 70 5645. 00 250. 01 247.99 250.28 31.61 6.26 1769. 45 1004.08 49. 200 360. 00 .00 .00 237. 70 6882. 00 250. 63 248.35 250. 89 30.89 6.44 2268. 35 1238.1 6 55. 000 580. 00 .00 .00 239. 00 3941. 00 250. 17 248,59 250. 27 17.59 3.95 2028. 40 939.7 5 * 55. 000 580. 00 .00 .00 239. 00 5287. 00 250. 93 248.93 251. 03 15.57 3.95 2613. 57 1340.01 ` 55. 000 580. 00 .00 .00 239. 00 5645. 00 251. 13 248.96 251. 22 15.07 3.95 2767. 12 1454. 36 ' 55. 000 580. 00 .00 .00 239. 00 6882. 00 251. 69 249.29 251. 79 14.43 4.02 3219. 31 1811. 46 61. 000 600. 00 .00 .00 240. 00 3949. 00 250. 81 248.48 250. 89 12.89 3.40 2037. 71 1099. 77 61. 000 600. 00 .00 .00 240. 00 5261. 00 251. 52 248.79 251. 61 13.44 3.68 2484. 67 1435. 10 61. 000 600. 00 .00 .00 240. 00 5515. 00 251. 69 248.86 251. 78 13.06 3.68 2603. 18 1526. 08 61. 000 600. 00 .00 .00 240. 00 6793. 00 252. 24 249.12 252. 35 13.66 3.92 2995. 76 1837. 73 * 69. 000 800. 00 .00 .00 245. 00 3949. 00 253. 20 252.24 254. 76 153.97 10.22 413. 29 318. 25 * 69. 000 800. 00 .00 .00 245. 00 5261. 00 253. 94 253.29 256. 05 181.03 11.94 479. 46 391. 01 * 69. 000 800. 00 .00 .00 245. 00 5515. 00 254. 06 253.47 256. 27 186.79 12.27 490. 48 403. 53 ' 69. 000 800. 00 .00 .00 245. 00 6793. 00 254. 62 254.47 257. 37 211.16 13.74 544. 48 467. 47 1 20DEC99 15:4 7:06 PAGE 16 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10`KS VCH AREA .01 K 70 .000 100. 00 .00 .00 246 .11 3949. 00 254. 69 252.59 256. 56 175.96 10.96 360. 37 297. 70 70 .000 100. 00 .00 .00 246 .11 5261. 00 255. 69 253.95 258. 34 226.13 13.08 402. 32 349. 85 70 .000 100. 00 .00 .00 246 .11 5515. 00 255. 86 254.20 258. 67 236.18 13.47 409. 40 358. 86 70 .000 100. 00 .00 .00 246 .11 6793. 00 256. 63 255.43 260. 30 287.26 15.37 441. 84 400. 79 * 73 .700 370. 00 263.85 255.32 247 .32 3949. 00 256. 67 .00 258. 24 8.54 10.05 392. 78 1351. 23 * 73 .700 370. 00 263.85 255.32 247 .32 5261. 00 260. 60 .00 261. 98 5.54 9.43 557 .90 2236. 05 ' 73 .700 370. 00 263.85 255.32 247 .32 5515. 00 261. 43 .00 262. 77 5.13 9.31 592 .62 2433. 76 * 73 .700 370. 00 263.85 255.32 247 .32 6793. 00 262. 62 .00 264. 36 6.21 10.57 642 .75 2725. 04 75 .100 140. 00 .00 .00 245 .93 3949. 00 258. 60 255.37 258. 81 16.14 4.85 1310 .09 982. 87 75 .100 140. 00 .00 .00 245 .93 5261. 00 262. 36 256.09 262. 45 5.38 3.37 2473 .95 2268. 25 75 .100 140. 00 .00 .00 245 .93 5515. 00 263. 14 256.12 263. 22 4.44 3.16 2740 .67 2617. 98 75 .100 140. 00 .00 .00 245 .93 6793. 00 264. 84 256.79 264. 92 3.86 3.15 3318 .76 3456. 92 77 .700 260. 00 .00 .00 243 .25 3949. 00 259. 00 252.71 259. 11 8.64 3.58 2082 .66 1343. 46 * 77 .700 260. 00 .00 .00 243 .25 5261. 00 262. 50 256.06 262. 53 2.12 2.08 4416 .48 3612. 23 ` 77 .700 260. 00 .00 .00 243 .25 5515. 00 263. 26 256.30 263. 29 1.66 1.90 4973 .46 4274. 28 ' 77 .700 260. 00 .00 .00 243 .25 6793. 00 264 .95 257.16 264. 97 1.28 1.78 6447 .81 6007. 25 80 .800 310. 00 .00 .00 246 .39 3949. 00 259 .31 256.44 259 .44 14.48 3.87 1605 .73 1037. 81 80 .800 310. 00 .00 .00 246 .39 5261. 00 262 .57 256.95 262 .62 3.86 2.40 3571 .98 2676. 24 80 .800 310. 00 .00 .00 246 .39 5515 .00 263 .32 257.07 263 .35 2.88 2.15 4185 .96 3249. 56 80 .800 310. 00 .00 .00 246 .39 6793 .00 264 .99 257.51 265 .02 2.00 1.93 5609 .77 4802. 12 * 83 .600 280 .00 .00 .00 246 .37 3949 .00 259 .72 257.44 260 .03 35.45 5.72 1094 .35 663. 28 * 83 .600 280. 00 .00 .00 246 .37 5261 .00 262 .67 258.35 262 .75 8.59 3.37 2643 .37 1794. 60 * 83 .600 280 .00 .00 .00 246 .37 5515 .00 263 .39 258.47 263 .45 6.21 2.97 3147 .47 2213. 18 83 .600 280 .00 .00 .00 246 .37 6793 .00 265 .04 259.07 265 .09 3.88 2.54 4396 .25 3447. 60 85 .550 195 .00 .00 .00 246 .64 3949 .00 260 .48 257.48 260 .69 29.65 4.54 1153 .84 725. 24 85 .550 195 .00 .00 .00 246 .64 5261 .00 262 .87 258.21 262 .98 12.41 3.52 2140 .03 1493. 28 85 .550 195 .00 .00 .00 246 .64 5515 .00 263 .54 258.30 263 .63 9.54 3.22 2496 .62 1785 .66 85 .550 195 .00 .00 .00 246 .64 6793 .00 265 .13 258.94 265 .20 6.29 2.86 3447 .80 2709 .30 88 .150 260 .00 .00 .00 246 .61 3949 .00 261 .23 257.97 261 .44 27.90 4.34 1131 .59 747 .63 88 .150 260 .00 .00 .00 246 .61 5261 .00 263 .21 258.54 263 .37 16.05 3.83 1782 .42 1313 .32 88 .150 260 .00 .00 .00 246 .61 5515 .00 263 .80 258.73 263 .93 12.94 3.58 2040 .56 1533 .01 88 .150 260 .00 .00 .00 246 .61 6793 .00 265 .31 259.34 265 .41 9.32 3.32 2768 .19 2225 .72 91 .900 375 .00 .00 .00 247 .49 3949 .00 262 .11 259.21 262 .31 27.17 4.37 1183 .19 757 .64 91 .900 375 .00 .00 .00 247 .49 5261 .00 263 .75 259.79 263 .91 18.49 4.07 1683 .51 1223 .57 91 .900 375 .00 .00 .00 247 .49 5515 .00 264 .24 259.79 264 .39 15.75 3.89 1849 .03 1389 .50 91 .900 375 .00 .00 .00 247 .49 6793 .00 265 .63 260.41 265 .77 12.35 3.75 2380 .95 1932 .75 95 .000 310 .00 .00 .00 251 .96 3949 .00 263 .02 260.45 263 .24 31.48 4.77 1126 .24 703 .84 95 .000 310 .00 .00 .00 251 .96 5261 .00 264 .38 261.06 264 .59 23.80 4.57 1576 .49 1078 .31 95 .000 310 .00 .00 .00 251 .96 5515 .00 264 .78 261.10 264 .97 20.78 4.38 1724 .28 1209 .70 95 .000 310 .00 .00 .00 251 .96 6793 .00 266 .05 261.45 266 .21 16.09 4.16 2240 .06 1693 .25 1 20DEC 99 15: 97:06 PAGE 17 SECNO XLCH ELTRD ELLC ELMIN Q CWS EL CRIWS EG 10-KS VCH ARE A O IK " 98 .550 355 .00 .00 .00 252 .58 3949 .00 263 .67 259.46 263 .75 12.05 3.05 1753 .82 1137 .44 " 98 .550 355 .00 .00 .00 252 .58 5261 .00 264 .91 260.09 264 .99 9.92 3.04 2394 .84 1670 .64 ` 98 .550 355 .00 .00 .00 252 .58 5515 .00 265 .25 260.21 265 .33 8.94 2.96 2594 .76 1844 .31 * 98 .550 355 .00 .00 .00 252 .58 6793 .00 266 .43 260.75 266 .50 7.21 2.87 3347 .99 2530 .09 ' 103 .000 445 .00 .00 .00 254 .00 3949 .00 263 .71 258.82 263 .99 3.56 4.98 1235 .10 2093 .15 * 103 .000 445 .00 .00 .00 254 .00 5261 .00 264 .91 259.70 265 .24 3.82 5.58 1608 .04 2692 .45 ^ 103 .000 445 .00 .00 .00 254 .00 5515 .00 265 .25 259.86 265 .57 3.67 5.58 1726 .40 2878 .67 ` 103 .000 445 .00 .00 .00 254 .00 6793 .00 266 .40 260.64 266 .74 3.58 5.89 2179 .35 3588 .00 108. 100 510.00 .00 .00 254.00 3830. 00 263. 92 258.17 264.13 2.35 4.12 1189.45 2499.24 108. 100 510.00 .00 .00 254.00 5195. 00 265. 12 258.96 265.40 2.84 4.89 1381.48 3081.3 4 108. 100 510.00 .00 .00 254.00 5630. 00 265. 42 259.1 9 265.73 3.02 5.14 1431.42 3237.3 0 108. 100 510.00 .00 .00 254.00 6940. 00 266. 54 259.89 266.91 3.25 5.66 1625.27 3850.7 5 " 112. 000 390. 00 .00 .00 254. 00 3830. 00 264. 13 256.63 264.17 .31 1.53 2802.33 6891.31 ' 112. 000 390. 00 .00 .00 254. 00 5195. 00 265. 41 257.05 265.45 .37 1.81 3267.06 8570.82 * 112. 000 390. 00 .00 .00 254. 00 5630. 00 265. 74 257.18 265.78 .39 1.90 3395.86 9037.7 5 ` 112. 000 390. 00 .00 .00 254. 00 6940. 00 266. 91 257.54 266.97 .41 2.08 3867.10 10805.06 ` 112. 900 90. 00 .00 .00 254. 00 3830. 00 264. 08 257. 67 264.24 1.57 3.42 1337.82 3061.51 ` 112. 900 90. 00 .00 .00 254. 00 5195. 00 265. 33 258. 41 265.55 1.88 4.06 1566.61 3784.53 ` 112. 900 90. 00 .00 .00 254. 00 5630. 00 265. 65 258. 63 265.89 1.99 4.25 1636.56 3988. 15 ` 112. 900 90. 00 .00 .00 254. 00 6940. 00 266. 81 259. 27 267.09 2.11 4.66 1897.39 4775. 80 ` 113. 900 100. 00 .00 .00 254. 19 3830. 00 263. 52 260. 53 265.00 72.63 9.77 392.18 449. 40 ` 113. 900 100. 00 .00 .00 254. 19 5195. 00 264. 45 261. 97 266.71 101.66 12.06 430.82 515. 23 * 113. 900 100. 00 .00 .00 254. 19 5630. 00 264. 64 262. 39 267.20 113.05 12.82 439.04 529. 51 * 113. 900 100. 00 .00 .00 254. 19 6940. 00 265. 45 263. 63 268.79 138.66 14.67 472.94 589. 36 ' 116. 200 230. 00 269.04 265.34 255. 34 3830. 00 263. 92 . 00 265.67 10.35 10.63 360.31 1190. 55 ' 116. 200 230. 00 269.04 265.34 255. 34 5195. 00 266. 45 . 00 268.38 8.95 11.12 467.01 1736. 35 ` 116. 200 230. 00 269.04 265.34 255. 34 5630. 00 267. 23 . 00 269.20 8.67 11.27 499.60 1912. 31 * 116. 200 230. 00 269.04 265.34 255. 34 6940. 00 267. 83 . 00 270.55 11.45 13.23 524.75 2050. 58 * 116 .700 50. 00 .00 .00 255. 34 3830. 00 265. 75 260. 88 266.16 23.35 5.14 768.03 792. 63 116 .700 50. 00 .00 .00 255. 34 5195. 00 268. 53 261. 96 268.90 14.71 4.97 1179.95 1354. 62 116 .700 50. 00 .00 .00 255. 34 5630. 00 269. 39 262. 30 269.74 12.92 4.90 1334.74 1566. 29 116 .700 50. 00 .00 .00 255. 34 6940. 00 270. 97 263. 15 271.32 11.51 5.03 1817.66 2045. 92 119 .200 250. 00 .00 .00 256. 12 3711. 00 266. 51 264. 40 266.66 16.29 4.45 1555.24 919. 50 * 119 .200 250. 00 .00 .00 256. 12 5132. 00 269. 08 264. 88 269.16 6.63 3.38 2692.42 1993. 15 * 119 .200 250. 00 .00 .00 256. 12 5763. 00 269. 89 264. 96 269.97 5.65 3.28 3077.01 2423. 70 * 119 .200 250. 00 .00 .00 256. 12 7075. 00 271. 44 265. 42 271.51 4.46 3.16 3831.36 3349. 21 * 124 .000 565. 00 .00 .00 256. 42 3711. 00 268. 26 268. 26 269.99 151.12 11.22 433.70 301. 87 ` 124 .000 565. 00 .00 .00 256. 42 5132. 00 269. 56 269. 15 271.13 122.75 11.32 652.19 463. 20 * 124 .000 565. 00 .00 .00 256. 42 5763. 00 270. 26 269. 91 271.63 101.54 10.86 787.61 571. 91 ' 124 .000 565. 00 .00 .00 256. 42 7075. 00 271. 68 270. 48 272.71 69.63 9.91 1099.13 847. 88 1 20DEC99 15:47:06 PAGE 18 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01 K * /O 126 .000 300. 00 .00 .00 256. 00 3711 .00 270 .67 266. 77 270.82 13.08 3.70 1451.38 1026. 06 :)126 .000 300 .00 .00 .00 256. 00 5132 .00 271 .75 267. 85 271.92 13.12 4.03 1928.62 1416. 76 12126 .000 300. 00 .00 .00 256. 00 5763 .00 272 .19 268. 26 272.37 12.98 4.13 2141.85 1599. 73 X126 .000 300 .00 .00 .00 256. 00 7075 .00 273 .15 268. 87 273.32 11.72 4.19 2626.63 2066. 71 130 .900 750 .00 .00 .00 2-58. 00 3711 .00 271 .53 267. 23 271.76 15.25 4.38 1230.59 950. 32 130 .900 750 .00 .00 .00 258. 00 5132 .00 272 .60 268. 82 272.83 15.65 4.65 1713.28 1297. 32 130 .900 750 .00 .00 .00 258 .00 5763 .00 273 .01 269. 31 273.24 15.43 4.70 1930.96 1466. 95 130 .900 750 .00 .00 .00 258 .00 7075 .00 273 .88 270. 18 274.09 14.26 4.67 2399.86 1873. 37 135 .600 835 .00 .00 .00 263 .14 3711 .00 272 .44 269. 83 272.51 10.82 3.04 1996.49 1128. 21 135 .600 835 .00 .00 .00 263 .14 5132 .00 273 .42 270 .28 273.49 9.58 3.19 2606.58 1657. 75 135 .600 835 .00 .00 .00 263 .14 5763 .00 273 .80 270 .39 273.88 9.30 3.26 2847.55 1889 .91 135 .600 835 .00 .00 .00 263 .14 7075 .00 274 .58 270 .72 274.66 8.63 3.37 3345.17 2407 .78 " 145 .600 550 .00 .00 .00 265 .95 2837 .00 273 .71 273 .71 274.71 146.60 10.37 470.26 234 .31 ` 145 .600 550 .00 .00 .00 265 .95 3954 .00 274 .49 274 .49 275.38 122.25 10.38 716.45 357 .61 * 145 .600 550 .00 .00 .00 265 .95 4444 .00 274 .77 274 .49 275.62 115.06 10.38 826.91 414 .30 ` 145 .600 550 .00 .00 .00 265 .95 5541 .00 275 .36 275 .09 276.10 96.96 10.11 1090.60 562 .72 ` 156 .400 1080 .00 .00 .00 267 .52 2837 .00 277 .40 274 .64 277.63 18.36 4.60 892.98 662 .15 * 156 .400 1080 .00 .00 .00 267 .52 3954 .00 278 .20 275 .37 278.51 21.61 5.37 1084.19 850 .54 * 156 .400 1080 .00 .00 .00 267 .52 4444 .00 278 .50 275 .70 278.83 22.97 5.67 1161.20 927 .27 ' 156 .400 1080 .00 .00 .00 267 .52 5541 .00 279 .04 276 .45 279.45 26.27 6.33 1317.18 1081 .09 160 .200 380 .00 .00 .00 266 .79 2980 .00 277 .99 275 .25 278.16 15.18 4.46 1192.20 764 .74 160 .200 380 .00 .00 .00 266 .79 4109 .00 278 .88 276 .21 279.07 15.08 4.77 1558.52 1057 .97 160 .200 380 .00 .00 .00 266 .79 4564 .00 279 .21 276 .44 279.40 14.91 4.86 1704.31 1181 .96 160 .200 380 .00 .00 .00 266 .79 5519 .00 279 .84 276 .88 280.03 14.62 5.03 1999.09 1443 .53 163 .000 280 .00 .00 .00 268 .98 2980 .00 278 .55 276 .86 278.80 27.00 5.51 1010.30 573 .46 163 .000 280 .00 .00 .00 268 .98 4109 .00 279 .43 277 .53 279.67 24.52 5.67 1363.08 829 .78 163 .000 280 .00 .00 .00 268 .98 4564 .00 279 .74 277 .77 279.98 23.49 5.70 1504.67 941 .75 163 .000 280 .00 .00 .00 268 .98 5519 .00 280 .36 278 .29 280.59 22.21 5.81 1779.53 1171 .09 166 .100 280 .00 .00 .00 271 .00 2980 .00 279 .17 278 .17 279.83 46.63 7.47 , 659.98 436 .39 166 .100 280 .00 .00 .00 271 .00 4109 .00 279 .98 279 .10 280.64 46.22 7.97 950.12 604 .40 166 .100 280 .00 .00 .00 271 .00 4564 .00 280 .27 279 .33 280.91 44.68 8.03 1070.57 682 .78 166 .100 280 .00 .00 .00 271 .00 5519 .00 8 279 .94 281.44 41.25 1313.79 859 .35 171 .800 570 .00 .00 .00 271 .40 2591 .00 281 .21 279 .48 281.70 36.45 6.80 587.17 429 .16 171 .800 570 .00 .00 .00 271 .40 3571 .00 281 .93 280 .30 282.56 43.73 7.90 710.75 539 .98 171 .800 570 .00 .00 .00 271 .40 3969 .00 282 .15 280 .57 282.84 47.38 8.361 w 750.70 576 .59 171 .800 570 .00 .00 .00 271 .40 4800 .00 282 .58 281 .03 283.38 53.43 9.16. 847.60 656 .65 173 .300 140 .00 .00 .00 271 .50 2591 .00 281 .59 279 .33 282.34 41.63 7.70 461.48 401 .58 173 .300 140 .00 .00 .00 271 .50 3571 .00 282 .37 280 .71 283.35 51.16 9.05 573.16 499 .24 173 .300 140 .00 .00 .00 271 .50 3969 .00 282 .64 281 .11 283.69 54.44 621.92 537 .93 173 .300 140 .00 .00 .00 271 .50 4800 .00 11 283 .14 282 .02 284.33 60.05 10.34 I 723.23 619 .43 I 20DEC99 15:47:06 PAGE 19 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 175. 300 210. 00 .00 .00 271. 70 2591. 00 282. 52 280. 31 283. 22 43. 00 7.37 490. 96 395. 15 175. 300 210. 00 .00 .00 271. 70 3571. 00 283. 58 281. 89 284. 33 42. 19 7.95 678. 53 549. 79 175. 300 210. 00 .00 .00 271. 70 3969. 00 283 282. 29 284. 70 42. 32 8.17 749. 34 610. 14 175. 300 210. 00 .00 .00 271. 70 4800. 00 284. 60 283. 14 285. 39 42. 25 8.54 893. 31 738. 46 176. 500 145. 00 .00 .00 273. 20 2575. 00 283. 29 280. 54 283. 74 30. 24 5.70 565. 10 468. 25 176. 500 145. 00 .00 .00 273. 20 3520. 00 284. 33 281. 66 284. 83 29. 78 6.22 I 750. 15 645. 05 176. 500 145. 00 .00 .00 273. 20 3900. 00 284. 68 282. 13 285. 20 29. 68 6.40 824. 55 715. 90 176. 500 145. 00 .00 .00 273. 20 4740. 00 285. 32 282. 80 285. 89 30. 52 6. 83 ! 975. 24 857. 96 179, 400 265 .00 .00 .00 273. 50 2575. 00 284. 08 280. 78 284. 51 28. 20 5.30 500. 73 484. 87 179. 400 265 .00 .00 .00 273. 50 3520. 00 285. 09 281. 72 285. 63 29. 94 6.03 706. 45 643. 30 179. 400 265 .00 .00 .00 273 .50 3900. 00 285. 44 282. 02 286. 00 29. 83 6.21 822. 85 714. 08 179. 400 265 .00 .00 .00 273 .50 4740. 00 2 6. 10- 282. 68 286 .66 29. 10 rV- 1102. 28 878. 68 180. 400 100 .00 .00 .00 273 .01 2575. 00 284. 25 278. 94 285 .09 49. 52 7.32 351. 93 365. 92 180. 400 100 .00 .00 .00 273 .01 3520. 00 285. 17 280. 31 286 .50 74. 58 9.25 380. 52 407. 61 180. 400 100 .00 .00 .00 273 .01 3900. 00 285. 44 280. 82 287 .00 86. 06 10. 389. 18 420. 41 180. 400 100 .00 .00 .00 273 .01 4790. 00 281. 94 288 .03 115. 72 11.77 402. 78 440. 64 181. 120 112 .00 286.60 283.01 273 .01 2575. 00 285. 27 .00 285 .97 3. 51 6.71 383. 88 1375 .21 181. 120 112 .00 286.60 283.01 273 .01 3520. 00 286. 06 .00 287 .21 5. 52 8.61 415. 26 1497 .88 181. 120 112 .00 286.60 283.01 273 .01 3900. 00 285. 98 .00 287 .41 6. 89 9.60 406. 08 1485 .25 181 .120 112 .00 286.60 283.01 273 .01 4740. 00 285. 88 .00 288 .03 10. 42 1177 402. 73 1468 .55 182 .400 100 .00 .00 .00 273 .80 2575. 00 285. 77 281 .42 286 .21 40. 11 5.35 480. 96 406 .58 182 .400 100 .00 .00 .00 273 .80 3520. 00 286. 95 282 .60 287 .50 40 .92 6.00 613. 52 550 .27 182 .400 100 .00 .00 .00 273 .80 3900. 00 287. 11 283 .07 287 .75 46. 11 6.47 63 B. 88 574 .35 182 .400 100 .00 .00 .00 273 .80 4740. 00 287. 71 283 .87 288 .47 49 .43 _.'Y. 750. 03 674 .17 185 .500 300 .00 .00 .00 276 .30 2575. 00 287. 14 284 .41 287 .86 63 .97 6.85 391. 91 321 .94 185 .500 300 .00 .00 .00 276 .30 3520. 00 288. 31 285 .61 289 .14 63 .04 7.49 526 .38 443 .33 185 .500 300 .00 .00 .00 276 .30 3900. 00 288. 59 285 .96 289 .50 65 .39 7.84 565 .19 482 .28 185 .500 300 .00 .00 .00 276 .30 4740. 00 289. 27 287 .00 290 .27 66 .70 8.41 660 .17 580 .39 188 .000 250 .00 .00 .00 276 .75 2575. 00 288. 47 284 .73 288 .87 28 .99 5.23 575 .01 478 .25 188 .000 250 .00 .00 .00 276 .75 3520. 00 289. 67 285 .92 290 .05 25 .12 5.40 935 .04 702 .34 188 .000 250 .00 .00 .00 276 .75 3900. 00 290 .02 286 .14 290 .39 24 .29 5.46 1083 .62 791 .34 188 .000 250 .00 .00 .00 276 .75 4740 .00 290 .76 287 .06 291 .08 20 .92 5.35 1423 .88 1036 .38 190 .800 280 .00 .00 .00 277 .50 2560 .00 289 .24 286 .12 289 .43 15 .72 4.21 854 .83 645 .70 190 .800 280 .00 .00 .00 277 .50 3464 .00 290 .34 286 .97 290 .55 15 .10 4.49 1088 .41 891 .42 190 .800 280 .00 .00 .00 277 .50 3855 .00 290 .67 287 .22 290 .90 15 .69 4.68 1161 .19 973 .12 190 .800 280 .00 .00 .00 277 .50 4675 .00 291 .30 287 .64 291 .56 16 .71 5.04 1309 .26 1143 .64 193 .500 270 .00 .00 .00 278 .10 2560 .00 289 .68 286 .80 290 .27 41 .88 6.52 490 .36 395 .60 193 .500 270 .00 .00 .00 278 .10 3464 .00 290 .74 288 .18 291 .40 42 .17 7.13 637 .25 533 .46 193 .500 270 .00 .00 .00 278 ,10 3855 .00 291 .07 288 .68 291 .78 43 .81 7.46 686 .95 582 .44 193 .500 270 .00 .00 .00 278 .10 4675 .00 291 .71 289 .53 292 .51 46 .62 8.05 787 .90 684 .68 1 20DEC99 15:47:06 PAGE 20 SECNO XLCN ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 195. 500 200. 00 .00 .00 279. 00 2560. 00 290. 61 285. 94 290. 83 19. 10 3.70 702. 17 585 .83 195. 500 200. 00 .00 .00 279. 00 3464, 00 291. 70 286. 91 291. 96 19. 18 4.14 907. 86 790 .97 195. 500 200. 00 .00 .00 279. 00 3855. 00 292. 07 287. 27 292. 35 19. 52 4.31 994. 88 872 .51 195. 500 200. 00 .00 .00 279. 00 4675. 00 292. 79 287. 94 293. 10 19. 81 4.61 1171. 98 1050 .28 197. 500 200. 00 .00 .00 280. 50 1050. 00 290. 88 284. 44 290. 91 1. 94 1.72 784. 89 754 .05 197. 500 200. 00 .00 .00 280. 50 1391. 00 292. 01 284. 89 292. 06 2. 07 1.93 971. 68 967 .44 197. 500 200. 00 .00 .00 280. 50 1536. 00 292. 40 285. 07 292. 46 2. 14 2.02 1047. 10 1050 .31 197. 500 200. 00 .00 .00 280. 50 1830. 00 293. 15 285. 42 293. 21 2. 24 2.17 1213. 99 1222 .09 199. 500 200. 00 .00 .00 282 .00 1050. 00 290. 92 286 .09 290. 98 4 .11 2.17 644. 86 518 .21 199. 500 200. 00 .00 .00 282 .00 1391. 00 292. 05 286 .55 292. 12 3 .94 2.36 831. 09 700 .67 199. 500 200. 00 .00 .00 282 .00 1536. 00 292 .45 286 .74 292. 52 3 .93 2.43 902. 01 774 .52 199. 500 200. 00 .00 .00 282 .00 1830. 00 293. 20 287 .10 293. 28 3. 90 2.56 1046. 25 926 .38 203. 500 400. 00 .00 .00 286 .00 1050. 00 291. 85 290 .45 292. 32 58 .13 6.64 262. 43 137 .72 203. 500 400. 00 .00 .00 286 .00 1391. 00 292. 80 291 .07 293. 27 48 .92 6.84 355. 93 198 .88 203. 500 400. 00 .00 .00 286 .00 1536. 00 293 .15 291 .30 293. 62 46 .69 6.94 393. 88 224 .79 203 .500 400. 00 .00 .00 286 .00 1830. 00 293 .82 291 .74 294 .30 42 .70 7.09 472. 27 280 .05 205 .500 225. 00 .00 .00 287 .00 1050 .00 292 .98 291 .47 293 .37 47 .95 6.36 276. 35 151 .64 205 .500 225. 00 .00 .00 287 .00 1391 .00 293 .77 292 .07 294 .20 45 .42 6.78 355. 89 206 .39 205 .500 225. 00 .00 .00 287 .00 1536 .00 294 .08 292 .28 294 .51 44 .38 6.92 389. 44 230 .56 205 ,500 225. 00 .00 .00 287 .00 1830 .00 294 .68 292 .70 295 .11 41 .62 7.10 461. 15 283 .68 207 .300 180. 00 .00 .00 287 .50 1050 .00 293 .75 292 .52 294 .55 77 .37 7.54 171. 99 119 .37 207 .300 180. 00 .00 .00 287 .50 1391 .00 294 .43 293 .24 295 .45 84 .16 8.57 207. 64 151 .62 207 .300 180. 00 .00 .00 287 .50 1536 .00 294 .69 293 .53 295 .79 86 .86 8.96 221. 85 164 .81 207 .300 180. 00 .00 .00 287 .50 1830 .00 295 .16 294 .06 296 .43 92 .16 9.72 249. 15 190 .62 209 .800 250. 00 .00 .00 289 .00 1050 .00 295 .96 294 .15 296 .52 74 .27 7.07 214. 58 121 .84 209 .800 250. 00 .00 .00 289 .00 1391 .00 296 .93 294 .89 297 .54 74 .64 7.56 270. 99 161 .01 209. 800 250 00 .00 . 00 289. 00 1536. 00 297. 31 295. 18 297. 94 74. 91 ' 209. 800 250. 00 .00 . 00 289. 00 1830. 00 298. 02 295. 71 298. 67 74. 64 211. 800 200. 00 .00 .00 291. 00 1050. 00 297. 63 297. 34 298. 79 149. 05 211. 800 200. 00 .00 .00 291. 00 1391. 00 298. 48 298. 13 299. 60 127. 12 211. 800 200. 00 .00 .00 291. 00 1536. 00 298. 84 298. 35 299. 91 115. 77 211. 800 200. 00 .00 .00 291. 00 1830. 00 299. 46 298. 82 300. 50 104. 54 212. 400 60. 00 .00 .00 290. 96 1050. 00 298 .75 296. 12 299. 33 38. 70 • 212. 400 60. 00 .00 .00 290. 96 1391 .00 299 .33 297. 02 300. 11 49. 17 ` 212. 400 60. 00 .00 .00 290. 96 1536 .00 299 .53 297. 36 300. 40 54. 06 212. 400 60. 00 .00 .00 290. 96 1830 .00 299 .92 298. 27 300. 95 62 .44 212. 800 40. 00 300.60 297 .46 290. 96 1050 .00 301 .40 . 00 301. 76 3 .76 212. 800 40. 00 300.60 297 .46 290. 96 1391 .00 301 .72 . 00 302. 28 5 .67 212. 800 40 .00 300.60 297 .46 290. 96 1536 .00 301 .82 . 00 302 .47 6 .65 " 212. 800 40 .00 300.60 297 .46 290 .96 1830 .00 301 .91 . 00 302 .80 9 .03 1 1 20DEC99 15:47:06 SECNO XLC H ELTRD ELL C ELMIN Q CWS EL CRIWS EG 10-KS ' • 213. 000 20 .00 .00 .00 292 .50 1050 .00 301 .69 297 .82 301 .84 8 .96 213. 000 20 .00 .00 .00 292 .50 1391 .00 302 .24 298 .79 302 .41 10 .23 213 .000 20 .00 .00 .00 292 .50 1536 .00 302 .45 299 .19 302 .63 10 .67 213 .000 20 .00 .00 .00 292 .50 1830 .00 302 .83 299 .96 303 .03 11 .41 215 .700 270 .00 .00 .00 294 .00 1050 .00 301 .98 299 .36 302 .19 14 .76 215 .700 270 .00 .00 .00 294 .00 1391 .00 302 .56 300 .10 302 .79 15 .84 215 .700 270 .00 .00 .00 294 .00 1536 .00 302 .78 300 .37 303 .02 16 .17 215 .700 270 .00 .00 .00 294 .00 1830 .00 303 .18 300 .87 303 .45 16 .83 ` 217 .600 190 .00 .00 .00 296 .20 1050 .00 302 .51 300 .81 302 .99 55 .70 217 .600 190 .00 .00 .00 296 .20 1391 .00 303 .10 301 .52 303 .71 61 .36 ' 217 s .600 190 .00 .00 .00 296 .20 1536 .00 303 .32 301 .79 303 .99 63 .39 217 .600 190 .00 .00 .00 296 .20 1830 .00 303 .73 302 .25 304 .49 67 .22 219 .700 210 .00 .00 .00 297 .00 1050 .00 303 .59 302 .25 304 .23 57 .93 219 .700 210 .00 .00 .00 297 .00 1391 .00 304 .26 303 .04 304 .99 57 .38 219 .700 210 .00 .00 .00 297 .00 1536 .00 304 .51 303 .33 305 .26 56 .70 ' 219 .700 210 .00 .00 .00 297 .00 1830 .00 304 .97 303 .94 305 .76 55 .28 1 20DEC99 15: 47:06 WOLF PEN CREEK PARK POST SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 26. 300 3941. 00 246. 50 .00 .00 .00 735. 20 . 00 26. 300 5287. 00 247. 14 .64 .00 .00 767. 22 .00 26. 300 5645. 00 247. 44 .30 .00 .00 782. 00 . 00 26. 300 6882. 00 247. 82 .38 .00 .00 801. 23 .00 " 37. 300 3941. 00 247. 50 .00 .99 .00 549. 51 1100 .00 " 37. 300 5287. 00 248 .19 .69 1.05 .00 594. 11 1100 .00 37. 300 5645. 00 248 .42 .23 .98 .00 617. 43 1100 .00 37. 300 6882. 00 248 .90 .48 1.07 .00 666. 81 1100 .00 " 45. 600 3941. 00 248 .31 .00 .81 .00 380. 74 830 .00 * 45. 600 5287. 00 249 .12 .81 .93 .00 395. 66 830 .00 * 45. 600 5645. 00 249 .34 .22 .93 .00 399. 82 830 .00 ' 45. 600 6882. 00 249 .92 .58 1.03 .00 410. 61 830 .00 49. 200 3941 .00 248 .96 .00 .65 .00 382. 00 360 .00 49 .200 5287 .00 249 .79 .83 .67 .00 392. 34 360 .00 49 .200 5645 .00 250 .01 .22 .66 .00 810 .04 360 .00 49 .200 6882 .00 250 .63 .62 .70 .00 814 .65 360 .00 55 .000 3941 .00 250 .17 .00 1.21 .00 756 .04 580 .00 ' 55 .000 5287 .00 250 .93 .76 1.15 .00 782 .66 580 .00 * 55 .000 5645 .00 251 .13 .20 1.12 .00 789 .50 580 .00 " 55 .000 6882 .00 251 .69 .57 1.07 .00 809 .29 580 .00 61 .000 3949 .00 250 .81 .00 .64 .00 595 .08 600 .00 61 .000 5261 .00 251 .52 .71 .58 .00 669 .31 600 .00 61 .000 5515 .00 251 .69 .17 .56 .00 687 .65 600 .00 61 .000 6793 .00 252 .24 .55 .55 .00 730 .90 600 .00 * 69 .000 3949 .00 253 .20 .00 2.38 .00 86 .63 800 .00 " 69 .000 5261 .00 253 .94 .74 2.42 100 92 .78 800 .00 * 69 .000 5515 .00 254 .06 .12 2.36 .00 93 .51 800 .00 * 69 .000 6793 .00 254 .62 .57 2.38 .00 95 .41 800 .00 70 .000 3949 .00 254 .69 .00 1.50 .00 42 .00 100 .00 70 .000 5261 .00 255 .69 1.00 1.75 .00 42 .00 100 .00 70 .000 5515 .00 255 .86 .17 1.80 .00 42 .00 100 .00 70 .000 6793 .00 256 .63 .77 2.00 .00 42 00 . 100 .00 7.74 293.97 177.47 8.01 340.59 211.82 9.95 167.37 86.00 10.17 227.30 123.37 10.10 256.18 142.75 10.22 308.36 178.99 7.27 233.18 168.78 8.60 271.31 198.38 9.15 285.40 208.91 10.13 316.30 231.59 5.74 488.20 541.20 7.19 534.05 584.11 7.83 546.19 595.80 9.18 559.76 609.02 PAGE 21 VCH AREA .01K 3.46 429.55 350.79 3.88 521.78 434.88 4.04 557.52 470.17 4.31 626.86 541.70 4.16 347.43 273.31 4.57 427.84 349.46 4.72 460.06 381.92 5.00 521.12 446.03 5.60 188.74 140.69 6.29 225.54 177.58 6.55 240.76 192.93 7.03 270.51 223.20 6.54 178.41 137.95 7.15 227.67 183.64 7.34 249.63 203.99 7.67 295.59 246.14 PAGE 22 " 73.700 3949. 00 256. 67 .00 1.98 .00 42.00 370.00 * 73.7 00 5261. 00 260. 60 3.93 4.91 .00 42.00 370.00 * 73.700 5515. 00 261. 43 .83 5.57 .00 42.00 370.00 " 73.700 6793. 00 262. 62 1.19 6.00 .00 42.00 370. 00 1 20DEC99 15:4 7:06 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 75. 100 3949. 00 258. 60 .00 1.93 .00 256. 57 140. 00 75. 100 5261. 00 262. 36 3.75 1.75 .00 340. 00 140. 00 75. 100 5515. 00 263. 14 .78 1.71 .00 340. 00 140. 00 75. 100 6793. 00 264. 84 1.70 2.22 .00 340. 00 140. 00 77. 700 3949. 00 259. 00 .00 .39 .00 627. 31 260. 00 ` 77. 700 5261. 00 262. 50 3.50 .14 .00 708. 44 260. 00 * 77. 700 5515. 00 263. 26 .76 .12 .00 742. 61 260. 00 " 77. 700 6793. 00 264. 95 1.69 .11 .00 907. 00 260. 00 80. 800 3949. 00 259. 31 .00 .31 .00 408. 56 310. 00 80. 800 5261. 00 262. 57 3.26 .07 .00 802. 69 310. 00 80. 800 5515. 00 263. 32 .75 .06 .00 845. 27 310. 00 80. 800 6793. 00 264. 99 1.68 .04 .00 850. 00 310. 00 " 83. 600 3949. 00 259 .72 .00 .41 .00 355. 94 280. 00 83. 600 5261. 00 262. 67 2.95 .10 .00 681. 58 280. 00 ` 83. 600 5515. 00 263. 39 .72 .07 .00 740. 38 280. 00 83. 600 6793. 00 265 .04 1.65 .05 .00 760. 00 280. 00 85. 550 3949. 00 260 .48 .00 .77 .00 327. 08 195. 00 85. 550 5261. 00 262 .87 2.39 .20 .00 507. 94 195. 00 85. 550 5515. 00 263 .54 .66 .15 .00 565. 60 195. 00 85. 550 6793. 00 265 .13 1.59 .09 .00 624. 62 195. 00 88. 150 3949 .00 261 .23 .00 .75 .00 267. 21 260. 00 88. 150 5261 .00 263 .21 1.98 .34 .00 413. 52 260. 00 88. 150 5515 .00 263 .80 .59 .26 .00 456. 83 260. 00 88. 150 6793 .00 265 .31 1.51 .17 .00 508. 65 260. 00 91. 900 3949 .00 262 .11 .00 .88 .00 282. 99 375. 00 91. 900 5261 .00 263 .75 1.64 .54 .00 328. 03 375. 00 91. 900 5515 .00 264 .24 .49 .44 .00 346. 95 375. 00 91. 900 6793 .00 265 .63 1.39 .33 .00 416. 61 375 .00 95. 000 3949 .00 263 .02 .00 .91 .00 297. 31 310 .00 95. 000 5261 .00 264 .38 1.36 .64 .00 360. 06 310 .00 95. 000 5515 .00 264 .78 .40 .54 .00 378. 20 310 .00 95. 000 6793 .00 266 .05 1.26 .42 .00 436. 01 310 .00 " 98. 550 3949 .00 263 .67 .00 .65 .00 467. 96 355 .00 * 98. 550 5261 .00 264 .91 1.24 .53 .00 565. 16 355 .00 * 98. 550 5515 .00 265 .25 .35 .47 .00 593. 06 355 .00 * 98. 550 6793 .00 266 .43 1.18 .38 .00 679. 61 355 .00 " 103. 000 3949 .00 263 .71 .00 .04 .00 273 .45 445 .00 " 103. 000 5261 .00 264 .91 1.21 .01 .00 343 .94 445 .00 ` 103. 000 5515 .00 265 .25 .33 .00 .00 363 .11 445 .00 " 103. 000 6793 .00 266 .40 1.15 -.04 .00 420 .79 445 .00 1 20DEC99 15: 47:06 SECNO Q CWS EL DIFWSP DIFWSX DIFKWS TOPWID XLCH 108 .100 3830 .00 263 .92 .00 .21 .00 156 .75 510 .00 108 .100 5195 .00 265 .12 1.19 .20 .00 164 .66 510 .00 108 .100 5630 .00 265 .42 .30 .17 .00 166 .66 510 .00 108 .100 6940 .00 266 .54 1.12 .14 .00 188 .18 510 .00 * 112 .000 3830 .00 264 .13 .00 .21 .00 341 .12 390 .00 112 .000 5195 .00 265 .41 1.27 .29 .00 389 .23 390 .00 112 .000 5630 .00 265 .74 .33 .32 .00 393 .45 390 .00 ` 112 .000 6940 .00 266 .91 1.18 .38 .00 408 .54 390 .00 * 112 .900 3830 .00 264 .08 .00 -.06 .00 168 .92 90 .00 " 112 .900 5195 .00 265 .33 1.25 -.08 .00 215 .77 90 .00 ` 112 .900 5630 .00 265 .65 .32 -.09 .00 219 .27 90 .00 * 112 .900 6940 .00 266 .81 1.16 -.10 .00 230 .26 90 .00 " 113 .900 3830 .00 263 .52 .00 -.55 .00 42 .00 100 .00 " 113 .900 5195 .00 264 .45 .92 -.88 .00 42 .00 100 .00 * 113 .900 5630 .00 264 .64 .20 -1.01 .00 42 .00 100 .00 * 113 .900 6940 .00 265 .45 .81 -1.36 .00 42 .00 100 .00 " 116 .200 3830 .00 263 .92 .00 .39 .00 42 .00 230 .00 * 116 .200 5195 .00 266 .45 2.54 2.01 .00 42 .00 230 .00 ` 116 .200 5630 .00 267 .23 .78 2.59 .00 42 .00 230 .00 ` 116 .200 6940 .00 267 .83 .60 2.38 .00 42 .00 230 .00 * 116 .700 3830 .00 265 .75 .00 1.83 .00 123 .09 50 .00 116 .700 5195 .00 268 .53 2.78 2.08 .00 172 .68 50 .00 116 .700 5630 .00 269 .39 .86 2.16 .00 187 .96 50 .00 PAGE 23 PAGE 24 116 . 700 6940 .00 270 .97 1.57 3.13 .00 454.26 50.00 119. 200 3711.00 266.51 .00 .76 .00 413.49 250.00 * 119. 200 5132.00 269.08 2.57 .55 .00 466.15 250.00 ' 119. 200 5763.00 269. 89 .82 .50 .00 477.57 250.00 119. 200 7075.00 271. 44 1.54 .47 .00 499.21 250.00 ' R 124. 000 3711.00 268. 26 .00 1.74 .00 149.06 565.00 124. 000 5132.00 269. 56 1.31 .49 .00 185.03 565.00 ' 124. 000 5763.00 270. 26 .70 .37 .00 203.01 565.00 • 124. 000 7075.00 271. 68 1.42 .24 .00 235.68 565.00 126. 000 3711.00 270. 67 .00 2.41 .00 401.57 300.00 126. 000 5132.00 271. 75 1.08 2.19 .00 481.55 300.00 126. 000 5763.00 272. 19 .44 1.93 .00 500.64 300.00 * 126. 000 7075.00 273. 15 .96 1.47 .00 504.01 300.00 130. 900 3711.00 271. 53 .00 .87 .00 365.89 750.00 ' 130. 900 5132.00 272. 60 1.06 .85 .00 516.46 750.00 130. 900 5763.00 273. 01 .42 .83 .00 527.93 750.00 130. 900 7075.00 273. 88 .87 .73 .00 551.81 750.00 1 20DEC99 15:47:06 SECNO ` Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 135. 600 3711.00 272. 44 .00 .90 .00 615.24 835.00 135. 600 5132.00 273. 42 .98 .82 .00 629.21 835.00 ' 135. 600 5763.00 273. 80 .38 .78 .00 634.64 835.00 135. 600 7075.00 274. 58 .78 .69 .00 644.28 835.00 • 145. 600 2837.00 273. 71 .00 1.27 .00 261.22 550.00 * 145. 600 3954.00 274. 49 .78 1.07 .00 370.91 550.00 195 .600 9944.00 279. 77 .28 .97 .00 410.63 550.00 ' h 145 .600 5541.00 275. 36 .59 .79 .00 472.24 550.00 156 .400 2837.00 277. 40 .00 3.69 .00 228.52 1080.00 • 156 .400 3954.00 278. 20 .81 3.71 .00 252.99 1080.00 • 156 .400 4444.00 278. 50 .29 3.73 .00 269.68 1080.00 156 .400 5541.00 279. 04 .55 3.68 .00 300.65 1080.00 ' 160 .200 2980.00 277. 99 .00 .59 .00 389.37 380.00 160 .200 4109.00 278. 88 .90 .68 .00 433.87 380.00 160 .200 4564.00 279. 21 .33 .71 .00 450.36 380.00 160 .200 5519.00 279. 84 .63 .80 .00 481.97 380.00 ' 163 .000 2980.00 278. 55 .00 .56 .00 386.94 280.00 163 .000 4109.00 279. 43 .88 .54 .00 421.83 280.00 163 .000 4564.00 279. 74 .32 .53 .00 435.05 280.00 163 .000 5519.00 280. 36 .61 .51 .00 464.92 280.00 166 .100 2980.00 279. 17 .00 .62 .00 308.64 280.00 ' 166 .100 4109.00 279 .98 .81 .55 .00 407.50 280.00 166 .100 4564.00 280 .27 .29 .53 .00 414.76 280.00 166 .100 5519.00 280 .85 .58 .49 .00 424.89 280.00 171 .800 2591.00 281 .21 .00 2.04 .00 164.36 570.00 171 .800 3571.00 281 .93 .72 1.95 .00 179.46 570.00 171 .800 3969.00 282 .15 .22 1.88 .00 198.32 570.00 171 .800 4800.00 282 .58 .43 1.73 .00 251.33 570.00 173 .300 2591.00 281 .59 .00 .38 .00 125.43 140.00 173 .300 3571.00 282 .37 .78 AS .00 172.99 140.00 173 .300 3969.00 282 .64 .26 .49 .00 190.96 140.00 ' 173 .300 4800.00 283 .14 .50 .56 .00 212.87 140.00 175 .300 2591.00 282 .52 .00 .92 .00 155.30 210.00 175 .300 3571.00 283 .58 1.07 1.21 .00 192.02 210.00 175 .300 3969.00 283 .94 .36 1.30 .00 204.17 210.00 175 .300 4800.00 284 .60 .66 1.46 .00 230.48 210.00 ' 176 .500 2575.00 283 .29 .00 .78 .00 163.22 145.00 176 .500 3520.00 284 .33 1.03 .74 .00 200.35 145.00 176 .500 3900.00 284 .68 .35 .74 .00 219.15 145.00 176 .500 4740.00 285 .32 .64 .72 .00 252.98 145.00 1 20DEC 99 15:97:06 SECNO Q CWS EL DIFWSP DIFWSX DIFKWS TOPWID XLCH ' 179 .400 2575.00 284 .08 .00 .79 .00 108.01 265.00 179 .400 3520.00 285 .09 1.01 .76 .00 299.04 265.00 179 .400 3900.00 285 .44 .35 .76 .00 365.28 265.00 179 .400 4740.00 286 .10 .66 .78 .00 479.34 265.00 180 .400 2575.00 284 .25 .00 .17 .00 31.30 100.00 ' 180 .400 3520.00 285 .17 .91 .08 .00 31.30 100.00 180 .400 3900.00 285 .44 .28 .00 .00 31.30 100.00 180 .400 4740.00 285 .88 .43 -.22 .00 31.30 100.00 * 181.120 2575.00 285.27 .00 1 .02 .00 31.30 112.00 PAGE 25 PAGE 26 " 181.120 3520.00 286.06 .79 .89 .00 153.64 112.00 ` 181.120 3900.00 285.98 -.08 .53 .00 31.30 112.00 • 181.120 4740.00 285.88 -.10 .00 .00 31.30 112.00 " 182.400 2575.00 285.77 .00 .50 .00 82.27 100.00 ' 182.400 3520.00 286.95 1.18 .89 .00 152.85 100.00 ' 182.400 3900.00 287.11 .16 1.13 .00 163.83 100.00 ' 182.400 4740.00 287.71 .60 1.84 .00 205.15 100.00 185.500 2575.00 287.14 .00 1.37 .00 96.68 300.00 185.500 3520.00 286.31 1.17 1.36 .00 130.29 300.00 185.500 3900.00 288.59 .29 1.48 .00 135.40 300.00 185.500 4740.00 289.27 .67 1.55 .00 147.17 300.00 ` 188.000 2575.00 288.47 .00 1.34 .00 205.68 250.00 " 188.000 3520.00 289.67 1.19 1.36 .00 396.88 250.00 " 188.000 3900.00 290.02 .35 1.42 .00 450.45 250.00 " 188.000 4740.00 290.76 .74 1.49 .00 469.32 250.00 190.800 2560.00 289.24 .00 .76 .00 204.13 280.00 190.800 3464.00 290.34 1.11 .68 .00 220.21 280.00 190.800 3855.00 290.67 .33 .65 .00 227.18 280.00 190.800 4675.00 291.30 .63 .54 .00 240.74 280.00 " 193.500 2560.00 289.68 .00 .44 .00 131.02 270.00 ' 193.500 3464.00 290.74 1.06 .40 .00 147.04 270.00 * 193.500 3855.00 291.07 .33 .40 .00 152.44 270.00 " 193.500 4675.00 291.71 .64 .41 .00 162.84 270.00 " 195.500 2560.00 290.61 .00 .93 .00 156.72 200.00 " 195.500 3464.00 291.70 1.09 .96 .00 221.91 200.00 ' 195.500 3855.00 292.07 .37 1.00 .00 241.08 200.00 * 195.500 4675.00 292.79 .72 1.08 .00 251.86 200.00 197.500 1050.00 290.88 .00 .26 .00 149.06 200.00 197.500 1391.00 292.01 1.13 .31 .00 180.51 200.00 197.500 1536.00 292.40 .39 .33 .00 202.19 200.00 197.500 1830.00 293.15 .75 .36 .00 243.39 200.00 1 20DEC99 15:47:06 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH ` 199.500 1050.00 290.92 .00 .04 .00 153.44 200.00 199.500 1391.00 292.05 1.13 .04 .00 175.16 200.00 199.500 1536.00 292.45 .39 .04 .00 183.98 200.00 199.500 1830.00 293.20 .75 .04 .00 200.73 200.00 ' 203.500 1050.00 291.85 .00 .93 .00 90.53 400.00 " 203.500 1391.00 292.80 .95 .75 .00 105.81 400.00 ' 203.500 1536.00 293.15 .35 .71 .00 111.41 400.00 ' 203.500 1830.00 293.82 .67 .63 .00 122.18 400.00 205.500 1050.00 292.98 .00 1.12 .00 93.35 225.00 205.500 1391.00 293.77 .80 .97 .00 106.30 225.00 205.500 1536.00 294.08 .31 .93 .00 112.21 225.00 205.500 1830.00 294.68 .60 .85 .00 128.59 225.00 207.300 1050.00 293.75 .00 .78 .00 50.02 180.00 207.300 1391.00 294.43 .68 .66 .00 54.56 180.00 207.300 1536.00 294.69 .26 .61 .00 56.27 180.00 • 207.300 1830.00 295.16 .47 .49 .00 59.42 180.00 209.800 1050.00 295.96 .00 2.21 .00 54.49 250.00 209.800 1391.00 296.93 .97 2.50 .00 60.96 250.00 209.800 1536.00 297.31 .38 2.62 .00 63.41 250.00 209.800 1830.00 298.02 .71 2.86 .00 68.14 250.00 211.800 1050.00 297.63 .00 1.67 .00 64.88 200.00 211.800 1391.00 298.48 .85 1.55 .00 75.96 200.00 211.800 1536.00 298.84 .37 1.54 .00 80.57 200.00 211.800 1830.00 299.46 .62 1.45 .00 88.30 200.00 " 212.400 1050.00 298.75 .00 1.12 .00 59.46 60.00 * 212.400 1391.00 299.33 .58 .86 .00 72.04 60.00 ' 212.400 1536.00 299.53 .19 .68 .00 76.17 60.00 212.400 1830.00 299.92 .39 .45 .00 84.51 60.00 * 212.800 1050.00 301.40 .00 2.65 .00 137.60 40.00 • 212.800 1391.00 301.72 .33 2.39 .00 138.93 40.00 * 212.800 1536.00 301.82 .09 2.29 .00 139.28 40.00 • 212.800 1830.00 301.91 .10 2.00 .00 139.67 40.00 " 213.000 1050.00 301.69 .00 .30 .00 158.60 20.00 213.000 1391.00 302.24 .55 .51 .00 174.30 20.00 213.000 1536.00 302.45 .21 .63 .00 177.85 20.00 213.000 1830.00 302.83 .38 .92 .00 184.55 20.00 215.700 1050.00 301.98 .00 .29 .00 134.28 270.00 215.700 1391.00 302.56 .58 .32 .00 144.74 270.00 215.700 1536.00 302.78 .22 .33 .00 148.58 270.00 215.700 1830.00 303.18 .40 .34 .00 155.61 270.00 PAGE 27 VICINITY MAP WOLF PEN PLAZA Sf S}` _ p a D 44a eC pp po/ _ ° o ~aC C / / v b° e ~ e ~v _ ~ GAF, ~ .a F 3 ti .r2 \ t v~Gi <~oe N.T.S. WOLF PEN CREEK COLLEGE STATION, TEXAS 290 0 280 ca a~ w 275 1 285 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - _ - - _ _ _ _ _ _ - I I i H- I-I I I - 1400 1600 18 t 00 2000 Station (ft) =3 ft 2200 egen Ground t I - Bank StaJ a 2 F- c 0 m m w 270 I in Horiz. = y - - - { t - 1 - - . 280 275 1400 1600 1800 Station (ft) I in Vert. = 3 ft Wolf Pen Creek Geom: Duplicate Effective Model RS = 175.3 O N W 29 29 28 28 271 285 v1r I m N 280 275 270 1000 1200 1400 1600 1 - - - - - - - - - - - - - - T i Station (ft) -egend F Ground • Bank Sta q CD (17 ~ C1 U) (C) (D i i i i h Iv :Z D CO D m H r D co U) D D m D n 7 0 0) n (D 7 I+ co D D m w 0 0 7 a cn (D C) N• O Elevation (Ft) r~ c~ 0 r. N W W O N A W O N U1 o CJ O n (D m CO 0 v co O 00 w O rJ r) ra r,) r.) rj 0) v v v OD 0) N C)D N A v O w i i i i i i i i i . O i v i i i i i i i i i i i i j .05 i i i i i i i i i i i i O ~ v i i i i i i N (D co 0 O F- h ~ o m z U) I C) Cf) 0 CD ~u n m ` m N. • O D D N 70 a> ~ co m x ~ IW 03 W ~ I ~ N• Q C/) co (D I i i i h W ~ D cn D m p r D co CO D I C m n O (D \i m w 0 C- D Q co (D n 0 D Elevation (Ft) O OD r~ rn v O co (D O 00 o O w n (D ~ N O O CO cn O OD O OD v v CO CD N A v O co 0) - O v i i i i i i i i i i i i i i i i .05 T w~ ! - ~ n 0 co O OD 0 n r ~ m o m C/) m C/) z i U~ (D m n m FTI N• C O 7 D 0) 70 O) 7C F9 X Ul CC 03 ~ r• 77 Q (D i i i i C•7 ~ (17 D m N r- (0 co D D m n O W n Z3 (D D D D m w 7 0 C- D a cn (D n O Elevation (Ft) O O v1 r_) r) rJ r-) ~ o co m O Cn rJ O (n O O U1 7 n (D -TI ~ N O m cn O U1 O Ul O ch I ~ I I ~ I ~ I 0 i i i i i i i i i i .05 i i i i i O D v O F- TI 0 -0 m ~ G I cn C-) (D 77 n m r' m O D v 7u OD m x (n Co do w ~ 77 Q (D i i i i v ~ cn D m P. r D co G r m n n O CD n m m co 7 O C Q [D n F- O D Elevation (Ft) OD ri r) r) r) r-) r) r) U ( mo o co ~ CD cn ti 00 (D OD o N OD w n (D CL) .L, (DO cn OD F- v Z co co .tom OD - 0 i i i .05T i i i i i O v 0 n o m i co CD M C) m -F m P. 0 T O ~ v ZJ C) T M x LO O7 OD w n 77 a cn (D i i i i h D co :D m p r- D ~O w D D Fri D n 7 0 w n (D D U) D m C) Elevation (Ft) cn (D rJ CD r') r) r) rJ N r) v v co OD (D cn (O co ~ H ti cn co co U1 co o cn F . co w n (D m H U1 c0 cn cn co cn co co cn co - 0 ti i j j I i i T .05 0 0 C-) r- ~ Ti o m 0 m C/) z i co ~ n m 7mC O cn 7~\ c~ m x H cn co do 77 a (D i i i h D co D m F ca W D D m n 7 0 W n (D D D m W 7 O C a. cn (D n 0 Elevation (Ft) r') r) rJ r) r) r-) rJ V --1 v OD OD co (D W 0) (D r,) cn 0 v 0 v 0 co v 0 N O o 0 o n (D H r~ ti 0 N v O N 0) v 0 OD 0 O ti i i i i ~ .05 i i i i i 0 I ~ i V 0 C-) F- ) o m C/) m ~ z i CO C) (D 77 n m ` m 7~ O D m O 7~ cn m x H 0 cu du 0) ~ 77 a co co co i i i C) 0) £ D U) m P F O w C C m D n 0 w n Z3 U) D D m w 0 c a LO n 0 O D) (D O rn N O D) H w o ° r. m n (D -71 ~ H cn O rn O 0) CO O Cj) r~ O D) Elevation (Ft) ri r.) ri \j w 00 w V co 0) co ri cn co 0 j i i i .05 i i i i i i i i O v i i £ O C) F- -TI o m C/) m m z i ° co (D m C) m r+ 0 m m co A m x H co63 X, a kA ka I I I 3 cn 3 m r Q w kA M 3 0 3 0 N 0 3 to 3 IT1 w 0 c 3 CL w Ia 0 st N• 0 3 Elevation (Ft) IQ N) N w 0 N w w a w 0 I, cn w O 0 IA cF W 3 0 m sF v Fs 0? w 0 w 0 Fs W w 0 F~ (O w 0 N m I i I I I I I ° I ~ I I I 1 I I I I I _ .05I I 1 - I I I I I I I I I I I 0 1 I 1 I I I 0 r 0 m to z IA I 0 m x 0 0 m m 0 3 D 07 ~ 0 U) ~ i E 3 ~ a u~ +n fD ~z {J w ~ 3 {J} 3 rFI r 3 ,n w 3 m 3 0 3 4 W 0 3 fD 3 t+ kA m W O C 3 f1 to 0 cF r• O 3 Elevation (Ft) f-j N) iA tin Cho w -j ~ 0 w 0 w {p 0 0 F~ 0 O OD sF P' 3 0 fD cF v I.s W O Fl UI 0 OD N -Ij 0 OD FS {Q 0 co 0 Ij 1 i i i i i t .051 .065 0 4 IA m to z I co C } fD M 0 m rF m O 3 Fs D 07 m 07 ~ F~ 0 O co -i m dIv 3 ~c a v~ to (D w ~ 3 w 3 m r r 3 ,c w kA 3 m 3 0 3 0 Ii 0 3' 3 3 4 W m w z 0 c 3 a 0 m 0 0 3 Elevation (Ft) - 0 F, N (A ED w o 0 0 cn N {0 cn a 0 cn 0 Ln F% w 0 0 Lq w 3 0 (6 TI si- v Fa .p 0 cn Fl to 0 cn Fk 0 0 cn F~ 0 Ln a ~ r 3 m 0 IA m z i U) m rF m 0 3 ~ F° M i m N 7C w -0 0 U? i .05I I I 0 m Ln ca do X, a UI w m i ~ h w ~ 3 tlJ 3 m r 3 ~ w ~n C~ M 0 3 O W 3 m 3 P C~ m w 3 O C 3 CL m 0 rF O 3 Elevation (Ft) N N N IV N N j co IA can c~a chi? --j N OD CC) w W Q OQ IA cF R' 3 0 m co co Fx cn -P co OD I~ {O fri I I i. O~ .ass E 0 r -3 O M Z I {a7 ~ m O ~ M o 71Z 3 -0 I-k D I w [A} 0 00 Lb 77 a kA UO (D 2: 0 w ~ 3 {J} 3 I'1 r ,n w In 3 m 3 3 O W 0 3 3 cF C> cu 3 O C 3 CL W Ia 0 rF r• 0 3 Elevation (Ft) K) FJ N Iv Ili N --j OD Fit Lnn (D w °-J° FX UI {0 cn {0 {0 cn {0 F~ F% UI 0 rF• N ~•I c+ w cn F1 cn cn (0 w Ln (0 F1 {0 IJ1 rp w to 0 Ij I i I i I i .OSI I - .06S 0 ~ r 3 ~ 4 Ifi m to z I {J} 17) tD m O M cF r'I Q 7C 3 -0 F' M ~j X Cn w 0 U) --I ( i m do w I :5 N. 7- O. IA ka ID I c~ 3 U~} 3 ITI 40 W 3 Ln co ~ 00 r r Elevation (Ft) w 00) w co -Ij O O O M Fs 3 O O ~ '3 Q O O N IA 0 ~ 3 N 3 (D 0 rD In f, r~ O > 0 M --I w N O w 3 0) O -I C O 3 O. tfi 0 cF r• O F' O O O I I I I - .05I I - I' .005 m 0 O t-, r O kA m W Z I O 0 ID :0 0 m m a I' :D Ij m CD ~ cn 0 (D i w ~ 3 X, Q. kA In fD 2: C7 w ~ 3 U? 3 rTr r 3 W W Vh 3 m 3 0 3 0 P) 0 3 ID 3 sf• N M w 0 c 3 CL 0 tD 0 cF a 3 Elevation (Ft) -i OD co co (D w a) {0 N UI 06 Fs 0 10ry CO 0 0? F3 F•~ 0 J? F3 w 0 0 e•F w 3 0 ID _l rF v F' Ln 0 m N -Ij 0 4) F1 Cd 0 47 0 I 1 I I .05 I I - I I I I I I I ° I ~ I I N F' 0 0? E 0 1; r 3 0 JA m IA z I 0) 17) tD 30 0 m m W. ?IZ 3 ~ Fs D CO 7C 0 07 ELEVATION (FT) N N N N J v O co p p p p O O O O O O O O N O O O O N O (Jl O O rn I O O cn n U) Z M m v .n O a C cn z -4 0a m O Z ~o U~ 0a mp m< XM OD 0 1 00 (n 1 1 i I m < L _ m ~ v m ~ D I 1 c7 0 -o ~ o a m m 0 ° Q w Q m m z fD 0 CD ' CD < (D 1 O O 1 O O O O m w ~ v w ~ 3AZOS COUNTY, TX AND INCORPORATED AREAS WOLF PEN CREEK 1 1 I Kimley-Horn The Seitz,^aroup and Associates, Inc. Cross Sections (Proposed Project) The Seitz Group (Wolf Pen Creek) G:\HYDRO\proj ects\63006027\Report\wlf_rprt. doc January, 2000 ® Kimley-Horn The Seitz Garoup QS~ and Associates, Inc. Cross Sections (Corrected Effective) t The Seitz Group (Wolf Pen Creek) January, 2000 G:\HY D RO\projects\63006027\Report\wlf_rprt. doc Kimley-Horn The Seitz Group and Associates, Inc. 1 Cross Sections (Duplicate Effective) The Seitz Group (Wolf Pen Creek) January, 2000 ' Ci\tIYDRO\projects\63006027\Report\wlf_rprt.doc EM❑ Kimley-Horn The Seitz Group and Associates, Inc. Appendix B: Exhibit Maps, Stream Profiles, and Cross-Sections Vicinity :Map Floodplain Work :Map Flood Profiles Cross Sections (Duplicate Effective) Cross Sections (Corrected Effective) Cross Sections (Proposed Project) The Seitz Group (Wolf Pen Creek) January, 2000 G:\HY DRO\projects\63006027\Report\wlf_rprt. doc 1 Kimley-Horn ❑mFI and Associates, Inc. iI The Seitz (croup Proposed Project Model - Floodplain 1 The Seitz Group (Wolf Pen Creek) G:\I iYDRO\projects\63006027\Report\wlf_rprt.doc January, 2000 Kimley-Horn The Seitz ~aroup CM11 and Associates, Inc. Corrected Effective Model - Floodplain The Seitz Group (Wolf Pen Creek) January, 2000 G:\HYDRO\projects\63006027\Report\wlf_rprt. doc Kimley-Horn ❑M" and Associates, Inc. The Seitz Group Appendix A: HEC-2 Models The Seitz Group (Wolf Pen Creek) January, 2000 G:\HY DRO\prolects\63006027\Report\wlf_rpit. doc EM" Kimley-Horn and Associates, Inc. The Seitz Group 1 Duplicate Effective Model - Floodplain 1 1 1 7 7 1 The Seitz Group (Wolf Pen Creek) G:\HYDRO\projects\63006027\Report\wlf_rprt. doc January, 2000