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Home My WebLink About20031441.tiff APPENDIX C CUHP Output r 2003-1441 ..� U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 - PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 1 -- BASIN COMMENT: Pond 2.1 — AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQME) (MI) ( ME) ( PCT) ( FT/FT) ( MIN) 0. 08 0. 51 0. 20 7. 60 0. 0158 5. 00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 203 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED - IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) (MIN) ( CFS/SQMI) ( CFS) (AF) 7. 50 25.00 1555. 59 118. 69 4.07 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 9. 81) .-) WIDTH AT 50 = 19. MIN. WIDTH AT 75 = 10. MEN. K50 =0.23 K75 =0. 32 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. _ INFILTRATION = 4. 50 IN. /HR DECAY = 0.00180/SECOND FNI NFL = 0. 60 IN. /HR TIME UNIT TIME UNIT TIME UNIT �` HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 53. 50. 17. 5. 101. 30. 42. 55. 14. 10. 109. 35. 34. 60. 11. 15. 87. 40. 27. 65. 9. 20. 68. 45. 21. 70. 0. 1 BASIN ID: 1 -- BASIN COMMENT: Pond 2. 1 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** I INCREMENT TOTAL* STORM** I era. TIME RAINFALL EXCESS HYDROGRAPH I TIME RAINFALL EXCESS HYDROGRAPH I ( MIN. ) (IN) PRECIP ( CFS) I ( MEN. ) ( IN) PRECIP ( CFS) I - I I 1 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 54. 5. 0. 03 0. 000 0. 65. 0.11 0. 061 51. 10. 0. 08 0. 001 0. 70. 0.05 0. 007 43. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 35. 20. 0. 22 0. 002 0. 80. 0. 03 0.001 28. 25. 0. 38 0. 006 1. 85. 0.03 0. 001 23. 30. 0. 68 0. 113 12. 90. 0. 03 0. 001 18. 35. 0. 38 0. 321 46. 95. 0. 03 0. 001 14. 40. 0. 22 0. 164 62. 100. 0. 03 0. 001 9. - 45. 0. 17 0. 118 66. 105. 0. 03 0. 001 6. 50. 0. 14 0. 087 64. 110. 0.03 0. 001 4. 55. 0. 11 0. 060 59. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 4. 15 ACRE-FEET PEAK Q = 66. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV.RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 4. 7 INCHES/HOUR A = 48. 8 ACRES 0 = 75. CFS 1 U. D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 - PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 - BASIN ID: 2 -- BASIN COMMENT: Pond 2.2 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION - (SQMI) ( MI) ( MI) ( PCT) (FT/FT) ( MIN) 0.05 0. 23 0.28 7.60 0. 1185 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) (RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 188 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED -- IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAR VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 16. 67 1442. 36 66.49 2. 46 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 6. 11) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 =0.22 K75 =0. 29 2 _ RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 32. 50. 13. 5. 57. 30. 27. 55. 11. 10. 61. 35. 22. 60. 9. 15. 49. 40. 19. 65. 8. 20. 41. 45. 16. 70. 0. - 1 BASIN ID: 2 -- BASIN COMMENT: Pond 2. 2 ""' **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( NIIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP (CFS) 0. 0. 00 0.000 0. 60. 0. 11 0. 061 33. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 31. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 27. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 23. 20. 0. 22 0.002 0. 80. 0. 03 0.001 19. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 16. 30. 0.68 0. 113 7. 90. 0. 03 0. 001 13. 35. 0. 38 0. 32.1 26. 95. 0. 03 0. 001 11. 40. 0. 22 0.164 35. 100. 0. 03 0. 001 7. 45. 0. 17 0. 118 37. 105. 0. 03 0. 001 5. .--• 50. 0. 14 0. 087 37. 110. 0. 03 0. 001 3. 55. 0. 11 0. 060 35. 115. 0. 03 0. 001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME - ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 51 ACRE-FEET PEAK Q = 37. CFS TIME OF PEAK = 45. MIN. INFILT.= 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. r RATIONAL FORMULA C = 0.33 I = 5. 8 INCHES/HOUR A = 29. 5 ACRES Q = 56. CFS - 1 U. D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 3 -- BASIN COMMENT: Pond 2. 3 r- AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SONII) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.03 0. 34 0. 18 7. 60 0. 0117 5. 00 3 COEFFICIENT COEFFICIENT -.. ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 179 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 - CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( MEN) ( MIN) ( CFS/SQMt) ( CFS) ( AF) 7. 50 20.00 1377. 97 46.85 1. 81 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= B. 66) WIDTH AT 50 = 22. MIN. WIDTH AT 75 = 11. MIN. K50 =0. 21 105 =0. 28 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. l' TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 23. 50. 12. 5. 40. 30. 20. 55. 11. 10. 43. 35. 16. 60. 9. 15. 34. 40. 16. 65. 8. 20. 30. 45. 14. 70. 0. - 1 BASIN ID: 3 -- BASIN COMMENT: Pond 2. 3 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH -- ( MEN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 60. 0.11 0. 061 24. a 5. 0. 03 0. 000 0. 65. 0.11 0. 061 23. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 21. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 18. 20. 0. 22 0. 002 0. B0. 0. 03 0. 001 16. 25. 0. 38 0. 006 0. 85. 0. 03 0. 001 14. 30. 0. 68 0. 113 5. 90. 0. 03 0. 001 12. 35. 0. 38 0. 321 18. 95. 0. 03 0. 001 10. 40. 0.22 0.164 24. 100. 0. 03 0. 001 6. 45. 0.17 0.118 26. 105. 0. 03 0. 001 5. - 50. 0. 14 0. 087 26. 110. 0. 03 0. 001 3. 55. 0. 11 0. 060 25. 115. 0. 03 0. 001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME _ ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW 4 TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 85 ACRE-FEET PEAK Q = 26. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY HD. 00180 FNINF = 0.60 IN/HR MAX. PERV. RET. =1.00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 3 INCHES/HOUR A = 21. 8 ACRES Q = 38. CFS 1 U. D. F. C. D. CUSP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 4 -- BASIN COMMENT: Pond 2. 4 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SON") ) NE) ( MI) ( PCT) ( FT/FT) ( MIN) 0.01 0. 09 0.08 7. 60 0. 0399 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 150 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0.08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( VEN) ( CFS/SQMI) (CFS) ( AF) 7. 50 12. 50 1151. 98 11. 87 0.55 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 06) WIDTH AT 50 = 26. MIN. WIDTH AT 75 = 14. MIN. K50 =0. 17 K75 x.23 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. ^ INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 6. 70. 7. 5. 10. 40. 6. 75. 7. 10. 11. 45. 6. 80. 7. 15. 7. 50. 6. 85. 7. 5 20. 8. I 55. 7. I 90. 0. I 25. 7. I 60. 7. I 0. 0. I 30. 6. i 65. 7. I 0. 0. I 1 BASIN ID: 4 -- BASIN COMMENT: Pond 2. 4 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) - 0. 0. 00 0. 000 0. 70. 0.05 0.007 7. 5. 0. 03 0. 000 0. 75. 0.05 0.007 7. - 10. 0. 08 0. 001 0. 80. 0.03 0. 001 7. 15. 0. 12 0. 001 0. 85. 0.03 0.001 7. 20. 0. 22 0. 002 0. 90. 0.03 0.001 7. 25. 0. 38 0. 006 0. 95. 0. 03 0.001 7. 30. 0. 68 0. 113 1. 100. 0. 03 0.001 7. - 35. 0. 38 0. 321 5. 105. 0. 03 0.001 7. 40. 0. 22 0. 164 6. 110. 0.03 0.001 7. 45. 0.17 0. 118 6. 115. 0.03 0.001 6. 50. 0. 14 0. 087 7. 120. 0.03 0.001 4. _ 55. 0.11 0. 060 7. 125. 0.00 0.000 3. 60. 0. 11 0. 061 7. 130. 0.00 0.000 2. 65. 0. 11 0. 061 7. 135. 0.00 0. 000 1. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3.12 (1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 0. 56 ACRE-FEET PEAK Q = 7. CFS TIME OF PEAK = 110. MIN. INFILT. = 4.50 IN/HR DECAY OD. 00180 FNI NF = 0. 60 IN/HR MAX PERV. RET.=1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR A = 6. 6 ACRES -. Q = 14. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 5 -- BASIN COMMENT: Pond 2.3 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (S QMI) ( ME) (MI) ( PCT) ( FT/FT) ( MIN) 0. 03 0. 21 0.08 7.60 0. 0354 5. 00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.178 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM 6 - .a-.. ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) (MIN) ( CFS/SQK) ( CFS) ( AF) - 7. 50 16. 28 1365. 49 43. 70 1. 71 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 08) WIDTH AT 50 = 22. MIN. WIDTH AT 75 = 11. MIN. K50 =0. 20 K75 =0. 28 RAINFALL LOSSES INPUT WI BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 19. 60. 9. "" 5. 37. 35. 17. 65. 8. 10. 40. 40. 15. 70. 7. 15. 31. 45. 14. 75. 0. 20. 28. 50. 12. 0. 0. 25. 22. 55. 11. 0. 0. BASIN ID: 5 -- BASIN COMMENT: Pond 2. 3 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** - TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP (CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 23. 5. 0. 03 0.000 0. 65. 0. 11 0. 061 22. 10. 0. 08 0. 001 0. 70. 0. 05 0.007 20. 15. 0. 12 0. 001 0. 75. 0.05 0. 007 18. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 15. ..' 25. 0. 38 0. 006 0. 85. 0. 03 0. 001 14. 30. 0. 68 0.113 5. 90. 0. 03 0. 001 12. 35. 0. 38 0. 321 17. 95. 0. 03 0. 001 11. 40. 0. 22 0.164 23. 100. 0. 03 0.001 9. 45. 0. 17 0.118 24. 105. 0. 03 0. 001 6. 50. 0. 14 0. 087 25. 110. 0. 03 0. 001 4. 55. 0. 11 0. 060 23. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 1. 74 ACRE-FEET PEAK Q = 25. CFS TIME OF PEAK = 50. MIN. /',. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0.60 IN/HR MAX PER V. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 7 I = 5. 9 INCHES/HOUR A = 20. 5 ACRES 0 = 39. CFS ^ 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 - CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 - DRAW FARMS FILING NO. 2 BASIN ID: 6 -- BASIN COMMENT: Pond 2. 5 — AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) ( bII) ( PCT) ( FT/FT) ( MIN) 0. 02 0. 15 0. 10 7. 60 0. 0349 5. 00 — COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 171 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( MIN) ( MEN) ( CFS/SOME) ( CFS) ( AF) 7. 50 14. 44 1312.68 32.29 1. 31 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 90) WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MIN. K50 =0. 20 K75 =0.27 RAINFALL LOSSES INPUT W/ BASIN DATA - MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0, 0. 30. 15. 60. 9. -. 5. 28. 35. 14. 65. 9. 10. 29. 40. 13. 70. 8. 15. 22. 45. 12. 75. 0. 20. 21. 50. 11. 0. 0. - 25. 17. 55. 10. 0. 0. 1 BASIN ID: 6 -- BASIN COMMENT: Pond 2. 5 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** I INCREMENT TOTAL* STORM** I - 8 - ^ TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 17. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 17. 10. 0. 08 0. 001 0. 70. 0.05 0. 007 16. - 15. 0. 12 0. 001 0. 75. 0.05 0. 007 14. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 13. 25. 0. 38 0. 006 0. 85. 0. 03 0. 001 12. 30. 0. 68 0. 113 3. 90. 0. 03 0.001 11. 35. 0. 38 0. 321 12. 95. 0. 03 0. 001 10. 40. 0. 22 0. 164 17. 100. 0. 03 0. 001 0. 45. 0. 17 0. 118 18. 105. 0.03 0. 001 5. 50. 0. 14 0. 087 18. 110. 0. 03 0. 001 4. 55. 0. 11 0. 060 18. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 1.34 ACRE-FEET PEAK Q = 18. CFS TIME OF PEAK = 50. MIN. INFILT.= 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX.IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 - I = 6. 2 INCHES/HOUR A = 15. 7 ACRES Q = 32. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 ^. CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 6. 1 -- BASIN COMMENT: Pond 2. 5 ( 6. 1) AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 01 0. 14 0. 03 7. 60 0.0123 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) - 0. 135 0. 156 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES - FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( NEN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 14. 17 1199. 69 16.20 0. 72 r", *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, 9 REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 09) WIDTH AT 50 = 25. MIN. WIDTH AT 75 = 13. MIN. K50 =0. 18 K75 =0. 24 - RAINFALL LOSSES INPUT WI BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNINFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH - 0. 0. 30. 8. 60. B. 5. 14. 35. 8. 65. 8. - 10. 15. 40. 8. 70. B. 15. 10. 45. 8. 75. 7. 20. 11. 50. 8. B0. 7. 25. 9. 55. 8. 85. 0. 1 BASIN ID: 6. 1 -- BASIN COMMENT: Pond 2. 5 ( 6. 1) **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH (MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0.000 0. 65. 0. 11 0. 061 9. 5. 0. 03 0.000 0. 70. 0. 05 0. 007 9. 10. 0. 08 0.001 0. 75. 0. 05 0. 007 9. 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 8. 20. 0. 22 0. 002 0. 85. 0. 03 0. 001 8. 25. 0. 38 0. 006 0. 90. 0. 03 0. 001 8. 30. 0. 68 0. 113 2. 95. 0. 03 0. 001 8. 35. 0. 38 0. 321 6. 100. 0. 03 0. 001 8. 40. 0. 22 0. 164 8. 105. 0. 03 0. 001 8. 45. 0. 17 0. 118 9. 110. 0. 03 0. 001 7. 50. 0. 14 0. 087 9. 115. 0. 03 0. 001 4. - 55. 0. 11 0. 060 9. 120. 0. 03 0. 001 3. 60. 0. 11 0. 061 9. 125. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME - ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES -' VOLUME OF EXCESS PRECIP = 0.73 ACRE-FEET PEAK Q = 9. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 3 INCHES/HOUR A = B. 6 ACRES - Q = 18. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 10 - .1 BASIN ID: 7 -- BASIN COMMENT: Pond 2. 10 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 03 0. 29 0. 10 7. 60 0. 0109 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 175 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 18. 61 1341. 27 38.09 1. 51 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6.87) WIDTH AT 50 = 22. MIN. WIDTH AT 75 = 12. MIN. K50 =0.20 K75 =0. 27 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 17. 60. 9. 5. 33. 35. 16. 65. 9. - 10. 35. 40. 14. 70. 8. 15. 27. 45. 13. 75. 0. 20. 24. 50. 12. 0. 0. 25. 19. 55. 10. 0. 0. 1 BASIN ID: 7 -- BASIN COMMENT: Pond 2. 10 .— **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP I CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 20. 5. 0. 03 0.000 0. 65. 0.11 0. 061 20. 10. 0. 08 0. 001 0. 70. . 0. 05 0. 007 18. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 16. ,r•N 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 14. 25. 0. 38 0. 006 0. 85. 0.03 0. 001 13. 30. 0. 68 0. 113 4. 90. 0. 03 0. 001 11. 35. 0. 38 0. 321 15. 95. 0. 03 0. 001 10. 11 40. 0. 22 0. 164 20. 100. 0. 03 0. 001 9. I 45. 0. 17 0. 118 21. 105. 0. 03 0.001 6. I 50. 0. 14 0. 087 22. 110. 0. 03 0. 001 4. I 55, 0. 11 0. 060 20. I 115. 0. 03 0. 001 3. I -. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 54 ACRE-FEET PEAK Q = 22. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 5 INCHES/HOUR A = 18.2 ACRES = 33. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 7. 1 -- BASIN COMMENT: Pond 2. 11 ( 7. 1) AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQbII) ( MI) ( ?C( ( PCT) ( FT/FT) ( MIN) 0. 04 0. 19 0. 12 7. 60 0. 0209 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 185 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT I ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SOME) ( CFS) ( AF) 7. 50 15. 56 1420. 30 59. 08 2. 22 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5.77) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 =0.21 K75 =0. 29 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HP. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT 12 - HYDROGRAPH HYDROGRAPH HYDROGRAPH - 0. 0. 25. - 29. 50. 13. 5. 50. 30. 24. 55. 11. I. 10. 54. 35. 21. 60. 9. I 15. 44. 40. 18. 65. 8. I - 20. 36. 45. 15. 70. 0. I 1 BASIN ID: 7. 1 -- BASIN COMMENT: Pond 2. 11 (7. 1) **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM" INCREMENT TOTAL* STORM" TIME RAI NFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) - 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 29. 5. 0. 03 0. 000 0. 65. 0.11 0.061 28. 10. 0. 08 0. 001 0. 70. 0. 05 0.007 25. 15. 0. 12 0. 001 0. 75. 0.05 0.007 21. 20. 0. 22 0. 002 0. 80. 0.03 0. 001 18. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 15. 30. 0. 68 0. 113 6. 90. 0.03 0.001 13. 35. 0. 38 0. 321 23. 95. 0. 03 0.001 10. 40. 0. 22 0. 164 31. 100. 0. 03 0.001 7. - 45. 0. 17 0. 118 33. 105. 0. 03 0.001 5. 50. 0. 14 0. 087 33. 110. 0. 03 0.001 3. 55. 0. 11 0. 060 31. 115. 0. 03 0.001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2.26 ACRE-FEET PEAK Q = 33. CFS TIME OF PEAR = 45. MIN. INFILT. = 4.50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR - MAX PERV. RET.=1. 00 IN. MAX. IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 0 INCHES/HOUR A = 26. 6 ACRES Q = 52. CFS 1 U. D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17:47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 8 -- BASIN COMMENT: Pond 2. 11 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) (MIN) 0. 10 0. 34 0. 10 7.60 0.0182 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) /•. 0. 135 0.212 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES 13 FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) - R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( MIN) ( MIN) ( CFS/SQME) (CFS) ( AF) 7. 50 20. 00 1631. 21 170.79 5. 58 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 73) - WIDTH AT 50 = 18. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 24 K75 =0. 33 RAINFALL LOSSES INPUT WI BASIN DATA .... MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30, 56. 60. 13. 5. 146. 35. 43. 65. 10. 10. 156. 40. 34. 70. 8. 15. 122. 45. 26. 75. 0. - 20. 93. 50. 21. 0. 0. 25. 71. 55. 16. 0. 0. 1 BASIN ID: 8 -- BASIN COMMENT: Pond 2. 11 — **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM" INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0.000 0. 65. 0. 11 0. 061 69. 5. 0.03 0.000 0. 70. 0. 05 0.007 58. 10. 0. 08 0.001 0. 75. 0. 05 0. 007 46. 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 36. - 20. 0. 22 0. 002 1. 85. 0. 03 0. 001 28. 25. 0. 38 0. 006 2. 90. 0. 03 0. 001 22. 30. 0. 68 0.113 18. 95. 0. 03 0. 001 18. 35. 0. 38 0. 321 66. 100. 0. 03 0. 001 13. 40. 0. 22 0.164 89. 105. 0. 03 0. 001 9. 45. 0. 17 0.118 93. 110. 0. 03 0. 001 6. 50. 0. 14 0.087 89. 115. 0. 03 0. 001 4. 55. 0. 11 0.060 82. 120. 0. 03 0. 001 3. 60. 0. 11 0.061 75. 125. 0. 00 0. 000 2. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 5. 69 ACRE-FEET PEAK Q = 93. CFS TIME OF PEAK = 45. MEN. 14 - INFI LT.= 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 3 INCHES/HOUR A = 67.0 ACRES Q = 116. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 9 -- BASIN COMMENT: Pond 2. 12 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( S4MI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 00 0. 09 0. 04 7. 60 0. 0714 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 130 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) r ^ R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 12. 50 999. 60 4. 00 0. 21 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 49) WIDTH AT 50 = 30. MIN. WIDTH AT 75 = 16. MIN. K50 *1.15 K75 =0. 20 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 40. 2. 80. 5. 5. 3. 45. 2. 85. 5. 10. 4. 50. 3. 90. 6. 15. 2. 55. 3. 95. 6. 20. 3. 60. 3. 100. 7. 25. 3. 65. 4. 105. 0. ,^ 30. 2. 70. 4. 0. 0. 35. 2. 75. 4. 0. 0. 1 BASIN ID: 9 -- BASIN COMMENT: Pond 2. 12 15 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH (MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP (CFS) 0. 0. 00 0. 000 0. 75. 0.05 0. 007 2. 5. 0. 03 0. 000 0. 80. 0. 03 0. 001 3. 10. 0. 08 0. 001 0. 85. 0. 03 0. 001 3. - 15. 0. 12 0.001 0. 90. 0. 03 0. 001 3. 20. 0. 22 0.002 0. 95. 0. 03 0. 001 3. 25. 0. 38 0.006 0. 100. 0. 03 0. 001 4. 30. 0. 68 0. 113 0. 105. 0. 03 0. 001 4. 35. 0. 38 0. 321 2. 110. 0. 03 0. 001 4. 40. 0. 22 0. 164 2. 115. 0. 03 0. 001 5. 45. 0. 17 0. 118 2. 120. 0. 03 0.001 5. 50. 0. 14 0. 087 2. 125. 0. 00 0.000 6. 55. 0. 11 0.060 2. 130. 0.00 0. 000 5. - 60. 0. 11 0.061 2. 135. 0.00 0.000 3. 65. 0. 11 0. 061 2. 140. 0.00 0. 000 2. 70. 0. 05 0. 007 2. 145. 0. 00 0. 000 2. ^ * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 22 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 125. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET.=0. 00 IN. .-, RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR _ A = 2. 6 ACRES Q = 6. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 -- PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 10 -- BASIN COMMENT: Pond 2. 12 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.02 0. 08 0. 06 7. 60 0.0524 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 165 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED - IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 - CALCULATED UNIT HYDROGRAPH 16 TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MEN) ( MEN) ( CFS/SQMI) ( CFS) ( AF( 7. 50 12. 22 1268. 69 24. 87 1. 05 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3.72) WIDTH AT 50 = 24. MIN. WIDTH AT 75 = 12. MEN. K50 =0.19 K75 =0.26 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HA. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0, 0. 30. 12. 60. 9. 5. 21. 35. 11. 65. 8. 10. 23. 40. 11. 70. 8. 15. 17. 45. 10. 75. 8. 20. 17. 50. 10. 80. 0. 25. 13. 55. 9. 0. 0. 1 BASIN ID: 10 -- BASIN COMMENT: Pond 2. 12 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** - TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 65. 0. 11 0. 061 14. 5. 0. 03 0. 000 0. 70. 0.05 0. 007 13. 10. 0. 08 0. 001 0. 75. 0. 05 0. 007 12. 15. 0. 12 0. 001 0. 80. 0. 03 0.001 11. 20. 0. 22 0.002 0. 85. 0. 03 0. 001 10. 25. 0. 38 0. 006 0. 90. 0. 03 0. 001 10. 30. 0. 68 0. 113 3. 95. 0.03 0. 001 9. 35. 0. 38 0. 321 10. 100. 0. 03 0.001 9. 40. 0. 22 0. 164 13. 105. 0. 03 0. 001 8. -.. 45. 0. 17 0.118 14. 110. 0. 03 0. 001 5. 50. 0. 14 0. 067 14. 115. 0.03 0. 001 3. 55. 0. 11 0. 060 14. 120. 0.03 0.001 2. 60. 0.11 0. 061 14. 125. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1.07 ACRE-FEET PEAK Q = 14. CFS TIME OF PEAK = 50. MIN. "` INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET.=1. 00 IN. MAX. IMP. RET. =0. 00 IN. /`3/4. RATIONAL FORMULA C = 0. 33 I = 6. 7 INCHES/HOUR A = 12. 5 ACRES Q = 28. CFS 17 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 11 -- BASIN COMMENT: Pond 2. 13 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 07 0. 13 0. 11 7. 60 0. 0499 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TI ME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 200 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0.08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 13. 89 1537. 91 108. 73 3. 77 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4.72) WIDTH AT 50 = 20. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 23 K75 =0. 31 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 49. 50. 17. 5. 93. 30. 39. 55. 13. 10. 99. 35. 32. 60. 11. 15. 80. 40. 25. 65. 9. 20. 63. 45. 21. 70. 0. 1 BASIN ID: 11 -- BASIN COMMENT: Pond 2.13 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** I INCREMENT TOTAL* STORM** I TIME RAINFALL EXCESS HYDROGRAPH I TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP (CFS) ( MIN. ) ( IN) PRECIP ( CFS) 18 - ^ 0. 0.00 0.000 0. 60. 0. 11 0. 061 50. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 47. 10. 0. 08 0. 001 0. 70. 0.05 0. 007 40. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 33. 20. 0. 22 0.002 0. 80. 0. 03 0. 001 27. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 21. 30. 0.68 0. 113 11. 90. 0.03 0. 001 17. 35. 0. 38 0. 321 42. 95. 0. 03 0. 001 13. 40. 0. 22 0.164 57. 100. 0.03 0. 001 9. 45. 0. 17 0. 118 60. 105. 0. 03 0. 001 6. 50. 0.14 0. 087 59. 110. 0. 03 0. 001 4. 55. 0.11 0. 060 54. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 3. 85 ACRE-FEET PEAK Q = 60. CFS TIME OF PEAK = 45. MIN. INFILT.= 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 3 INCHES/HOUR A = 45. 2 ACRES Q = 94. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 111 -- BASIN COMMENT: Pond 2. 9 ( 11. 1) AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( IC) ( PCT) ( FT/FT) ( MIN) 0. 00 0. 04 0. 02 7. 60 0. 0680 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 127 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES '.. FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) ..-, R= 0.08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( MIN) ( MIN) ( CFS/SQMC) ( CFS) ( AF) 7. 50 11. 22 975. 53 3. 32 0.18 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, r REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 00) WIDTH AT 50 = 31. MIN. WIDTH AT 75 = 16. MIN. K50 =0. 15 K75 x. 20 19 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. _ INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH "" 0. 0. 40. 2. 80. 4. 5. 3. 45. 2. 85. 5. - 10. 3. 50. 2. 90. 5. 15. 2. 55. 3. 95. 6. 20. 2. 60. 3. 100. 6. 25. 2. 65. 3. 105. 7. 30. 2. 70. 3. 110. 0. "' 35. 2, 75. 4. 0. 0. 1 BASIN ID: 111 -- BASIN COMMENT: Pond 2. 9 ( 11.1) **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP (CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 75. 0. 05 0. 007 2. 5. 0. 03 0. 000 0. 80. 0.03 0. 001 2. 10. 0. 08 0. 001 0. 85. 0.03 0. 001 2. 15. 0. 12 0. 001 0. 90. 0.03 0. 001 3. - 20. 0. 22 0. 002 0. 95. 0.03 0. 001 3. 25. 0. 38 0. 006 0. 100. 0. 03 0. 001 3. 30. 0. 68 0. 113 0. 105. 0.03 0.001 3. 35. 0. 38 0. 321 1. 110. 0.03 0. 001 4. 40. 0. 22 0. 164 2. 115. 0.03 0. 001 4. - 45. 0. 17 0. 118 2. 120. 0. 03 0. 001 5. 50. 0. 14 0. 087 2. 125. 0. 00 0.000 5. 55. 0. 11 0. 060 2. 130. 0.00 0. 000 6. 60. 0. 11 0. 061 2. 135. 0.00 0. 000 5. 65. 0. 11 0. 061 2. 140. 0. 00 0. 000 3. 70. 0. 05 0. 007 2. 145. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW - TOTAL PRECIP. = 3.12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 0. 18 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 130. MIN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNINF = 0.60 IN/HR MAX PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 7. 0 INCHES/HOUR A = 2. 2 ACRES Q = 5. CFS - 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 20 - �„` BASIN ID: 12 -- BASIN COMMENT: Pond 2. 14 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION - 1 SONS) ( MI) (MI) ( PCT) ( FT/FT) ( MIN) 0. 01 0. 10 0. 05 7. 60 0.0247 5. 00 .." COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 155 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED _ IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 - CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 13.06 1191. 53 15. 37 0. 69 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 12) WIDTH AT 50 = 25. MIN. WIDTH AT 75 = 13. MIN. K50 =0. 18 K75 =0. 24 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. _ INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 8. 60. 8. 5. 13. 35. 8. 65. 7. 10. 14. 40. 8. 70. 7. 15. 10. 45. 8. 75. 7. 20. 11. 50. 8. 80. 7. 25. 9. 55. 8. 85. 0. 1 BASIN ID: 12 -- BASIN COMMENT: Pond 2.14 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 65. 0.11 0. 061 9. 5. 0.03 0. 000 0. 70. 0. 05 0. 007 8. 10. 0.08 0.001 0. 75. 0. 05 0. 007 8. 15. 0.12 0.001 0. 80. 0. 03 0. 001 8. .--.. 20. 0.22 0.002 0. 85. 0. 03 0. 001 8. 25. 0. 38 0.006 0. 90. 0. 03 0.001 8. 30. 0. 68 0. 113 2. 95. 0. 03 0. 001 B. 35. 0. 38 0. 321 6. 100. 0. 03 0.001 8. 21 40. 0. 22 0. 164 e. I 105. 0. 03 0. 001 8. I 45. 0. 17 0. 116 8. 1110. 0. 03 0. 001 7. I 50. 0. 14 0. 087 9. I 115. 0. 03 0. 001 4. I 55. 0. 11 0. 060 9. I 120. 0. 03 0.001 3. I - 60. 0. 11 0. 061 9. I 125. 0. 00 0. 000 2. I ' LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 70 ACRE-FEET - PEAK Q = 9. CFS TIME OF PEAK = 65. MIN. INFILT. = 4. 50 IN/HR DECAY =). 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 5 INCHES/HOUR A = 8. 3 ACRES Q = 16. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 .- CUHP F/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 - DRAW FARMS FILING NO. 2 BASIN ID: 13 -- BASIN COMMENT: Pond 2.14 — AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 01 0.09 0. 01 7. 60 0.0207 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) - 0. 135 0. 138 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES .... FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) - R= 0.08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 12.67 1062. 28 6.37 0. 32 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 29) - WIDTH AT 50 = 26. MIN. WIDTH AT 75 = 15. MIN. K50 =0.16 K75 =0. 22 RAINFALL LOSSES INPUT W/ BASIN DATA - MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. ^ 22 ." TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 3. 70. 5. 5. 5. 40. 4. 75. 6. 10. 6. 45. 4. 80. 6. 15. 3. 50. 4. 85. 6. 20. 5. 55. 4. 90. 7. 25. 4. 60. 5. 95. 7. 30. 3. 65. 5. 100. 0. 1 BASIN ID: 13 -- BASIN COMMENT: Pond 2. 14 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH (MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0.000 0. 70. 0. 05 0. 007 4. - 5. 0. 03 0.000 0. 75. 0. 05 0. 007 4. 10. 0. 08 0. 001 0. 80. 0. 03 0. 001 4. 15. 0. 12 0.001 0. 85. 0. 03 0. 001 4. 20. 0. 22 0. 002 0. 90. 0. 03 0. 001 4. 25. 0. 38 0. 006 0. 95. 0. 03 0. 001 5. 30. 0. 68 0.113 1. 100. 0. 03 0. 001 5. 35. 0. 38 0. 321 2. 105. 0.03 0. 001 5. 40. 0. 22 0. 164 3. 110. 0.03 0. 001 6. 45. 0. 17 0. 118 3. 115. 0.03 0. 001 6. 50. 0. 14 0.087 4. 120. 0. 03 0. 001 6. ^ 55. 0. 11 0. 060 4. 125. 0. 00 0. 000 6. 60. 0. 11 0. 061 4. 130. 0. 00 0. 000 4. 65. 0. 11 0. 061 4. 135. 0. 00 0. 000 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3.12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 33 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 120. MIN. INFILT. = 4. 50 IN/HR DECAY x. 00180 FNI NF = 0. 60 IN/HA MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR ".. A = 3. 8 ACRES Q = 8. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 14 -- BASIN COMMENT: Off-Site AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) (PCT) (FT/FT) ( MIN) ...., 0. 01 0. 09 0. 03 7. 60 0.0323 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 23 0. 135 0. 151 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM 1 DEFAULT ) ( DEFAULT ) -. R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MI N) ( MIN) ( CFS/SQea) (CFS) ( AF) 7. 50 12. 78 1163. 39 12. 80 0. 59 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 58) WIDTH AT 50 = 26. MEN. WIDTH AT 75 = 13. MIN. K50 =0. 17 K75 =0. 24 RAINFALL LOSSES INPUT W/ BASIN DATA - MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TINE UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH ---..0. 0. 35. 7. 70. 7. 5. 11. 40. 7. 75. 7. 10. 12. 45. 7. 80. 7. 15. 8. 50. 7. 85. 7. 20. 9. 55. 7. 90. 0. 25. 7. 60. 7. 0. 0. 30. 6. 65. 7. 0. 0. 1 BASIN ID: 14 -- BASIN COMMENT: Off-Site **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) (MIN. ) (IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 70. 0.05 0. 007 7. 5. 0. 03 0. 000 0. 75. 0.05 0. 007 7. -- 10. 0. 08 0. 001 0. 80. 0. 03 0. 001 7. 15. 0. 12 0. 001 0. 85. 0. 03 0. 001 7. 20. 0. 22 0. 002 0. 90. 0.03 0. 001 7. 25. 0. 38 0. 006 0. 95. 0.03 0. 001 7. 30. 0.68 0. 113 1. 100. 0. 03 0. 001 7. 35. 0. 38 0. 321 5. 105. 0. 03 0. 001 7. 40. 0. 22 0. 164 6. 110. 0. 03 0. 001 7. 45. 0. 17 0. 118 7. 115. 0.03 0. 001 6. 50. 0. 14 0. 087 7. 120. 0.03 0. 001 4. 55. 0. 11 0. 060 7. 125. 0.00 0. 000 3. 60. 0.11 0. 061 7. 130. 0. 00 0. 000 2. 65. 0.11 0. 061 7. 135. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME 24 _, ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 60 ACRE-FEET PEAK Q = 7. CFS TIME OF PEAK = 65. MIN. INFI LT.= 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX. PERV. RET. =1.00 IN. MAX.IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR A = 7.0 ACRES Q = 15. CFS 1 U.D. F. C.D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 15 -- BASIN COMMENT: Pond 2. 14 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( I IIN) 0. 03 0. 10 0. 07 7.60 0. 0384 5. 00 ... COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 179 oak THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) 7. 50 12. 89 1376. 75 46. 53 1. 80 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4.08) WIDTH AT 50 = 22. MIN. WIDTH AT 75 = 11. MIN. K50 =0.21 K75 =0. 28 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. DO IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. �. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH /1 _ 0. 0. 25. 23. 50. 12. 5. 40. 30. 20. 55. 11. 10. 42. 35. 18. 60. 9. r 25 15. 34. I 40. 16. I 65. 8. I 20. 29. I 45. 14. I 70. 0. I 1 BASIN ID: 15 -- BASIN COMMENT: Pond 2. 14 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 24. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 23. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 21. -- 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 18. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 16. 25. 0. 38 0. 006 0. 85. 0. 03 0. 001 14. 30. 0. 68 0. 113 5. 90. 0. 03 0. 001 12. 35. 0. 38 0.321 18. 95. 0. 03 0. 001 10. -- 40. 0. 22 0. 164 24. 100. 0. 03 0. 001 6. 45. 0. 17 0. 118 26. 105. 0. 03 0. 001 5. 50. 0. 14 0.087 26. 110. 0. 03 0. 001 3. 55. 0. 11 0. 060 25. 115. 0. 03 0. 001 2. _ * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3.12 (1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 84 ACRE-FEET PEAK Q = 26. CFS TIME OF PEAK = 50. MIN. - INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR "-' MAX. PERV.RET.=1. 00 IN. MAX.IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0.33 I = 6.6 INCHES/HOUR A = 21. 6 ACRES 0 = 46. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 '.... BASIN ID: 16 -- BASIN COMMENT: Pond 2. 7 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMC) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 04 0. 20 0. 11 7.60 0. 0168 5.00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 183 - THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS .- AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) .-., R= 0. 08 D= 0. 15 26 • CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF _ ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) 7. 50 15. 83 1408. 24 55. 34 2. 10 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 00) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 *D. 21 K75 =0. 29 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 27. 50. 13. 5. 47. 30. 23. 55. 11. 10. 50. 35. 20. 60. 9. 15. 41. 40. 17. 65. 6. 20. 34. 45. 15. 70. 0. 1 BASIN ID: 16 -- BASIN COMMENT: Pond 2. 7 ^ **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 28. 5. 0.03 0. 000 0. 65. 0. 11 0. 061 27. 10. 0.08 0. 001 0. 70. 0. 05 0. 007 24. 15. 0. 12 0.001 0. 75. 0. 05 0.007 20. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 17. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 15. 30. 0.68 0. 113 6. 90. 0. 03 0. 001 13. 35. 0. 38 0. 321 21. 95. 0. 03 0. 001 10. 40. 0. 22 0. 164 29. 100. 0. 03 0. 001 7. 45. 0. 17 0. 118 31. 105. 0. 03 0. 001 5. 50. 0.14 0. 087 31. 110. 0. 03 0. 001 3. 55. 0. 11 0. 060 29. 115. 0. 03 0. 001 2. ,^ * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 14 ACRE-FEET PEAK Q = 31. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR - MAX PERV. RET.=1.00 IN. MAX. IMP. RET. *D.00 IN. RATIONAL FORMULA C = 0. 33 i.•••, I = 6. 0 INCHES/HOUR A = 25. 2 ACRES Q = 49. CFS 1 U. D. F. C.D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 27 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 17 -- BASIN COMMENT: Pond 2. 8 — AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQPII) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.03 0. 21 0. 12 7. 60 0. 0124 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 175 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 16. 11 1341. 97 38. 25 1. 52 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 6. 50) WIDTH AT 50 = 22. MIN. WIDTH AT 75 = 12. MIN. K50 =0. 20 K75 =0. 27 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 17. 60. 9. 5. 33. 35. 16. 65. 9. 10. 35. 40. 14. 70. 8. 15. 27. 45. 13. 75. 0. 20. 25. 50. 12. 0. 0. 25. 19. 55. 10. 0. D. 1 BASIN ID: 17 -- BASIN COMMENT: Pond 2. 8 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** I INCREMENT TOTAL* STORM" I TIME RAINFALL EXCESS HYDROGRAPH I TIME RAINFALL EXCESS HYDROGRAPH I ( MIN. ) ( IN) PRECIP ( CFS) ( VEIN. ) ( IN) PRECIP (CFS) I I 28 0. 0. 00 0.000 0. 60. 0. 11 0. 061 20. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 20. 10. 0.08 0. 001 0. 70. 0. 05 0. 007 18. 15. 0.12 0. 001 0. 75. 0. 05 0. 007 16. 20. 0. 22 0.002 0. 80. 0. 03 0. 001 14. 25. 0. 38 0.006 0. 85. 0. 03 0. 001 13. 30. 0. 68 0.113 4. 90. 0. 03 0. 001 12. '� 35. 0. 38 0. 321 15. 95. 0.03 0. 001 10. 40. 0. 22 0. 164 20. 100. 0.03 0. 001 9. 45. 0. 17 0. 118 21. 105. 0. 03 0. 001 6. 50. 0. 14 0. 087 22. 110. 0. 03 0. 001 4. 55. 0. 11 0.060 21. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 55 ACRE-FEET PEAK Q = 22. CFS TIME OF PEAK = 50. MIN. INFILT. = 4.50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET.=1. 00 IN. MAX. IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 9 INCHES/HOUR A = 18. 2 ACRES Q = 35. CFS 1 U. D. F.C. D. CUHP-RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 18 -- BASIN COMMENT: Pond 2. 6 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) - 0. 04 0. 25 0. 11 7. 60 0. 0374 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 D.183 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) ..... R= 0.08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SAME) ( CFS) ( AF) 7. 50 17. 39 1406. 62 54. 86 2. 08 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, /^ REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 68) WIDTH AT 50 = 21. MEN. WIDTH AT 75 = 11. MIN. K50 =0. 21 K75 =0. 29 29 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 27. 50. 13. 5. 47. 30. 23. 55. 11. - 10. 50. 35. 20. 60. 9. 15. 40. 40. 17. 65. 8. 20. 34. 45. 15. 70. 0. 1 BASIN ID: 18 -- BASIN COMMENT: Pond 2. 6 **** STORM NO. = 1 `*** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM" INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP (CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0.061 28. 5. 0.03 0. 000 0. 65. 0. 11 0. 061 27. 10. 0.08 0. 001 0. 70. 0. 05 0. 007 24. 15. 0.12 0. 001 0. 75. 0. 05 0. 007 20. 20. 0.22 0. 002 0. 80. 0.03 0. 001 17. 25. 0. 38 0. 006 0. 85. 0.03 0. 001 15. 30. 0.68 0. 113 6. 90. 0.03 0.001 13. 35. 0.38 0. 321 21. 95. 0. 03 0. 001 10. '� 40. 0. 22 0. 164 29. 100. 0. 03 0. 001 7. 45. D. 17 0. 118 31. 105. 0. 03 0. 001 5. 50. 0.14 0. 087 31. 110. 0. 03 0. 001 3. 55. 0. 11 0. 060 29. 115. 0. 03 0. 001 2. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 12 ACRE-FEET PEAK Q = 31. CFS TIME OF PEAK = 50. MIN. INFILT.= 4.50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 -. I = 5. 7 INCHES/HOUR A = 25. 0 ACRES Q = 46. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 „ CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 19 -- BASIN COMMENT: Pond 2. 1 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) (MI) ( PCT) ( FT/FT) ( MIN) ---., 0. 05 0. 38 0. 15 7. 60 0. 0226 5. 00 30 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.189 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 O= 0.15 CALCULATED UNIT HYDROGRAPH ' TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MI N) ( MIN) ( CFS/S QMI) ( CFS) ( AF) 7. 50 21. 11 1447. 93 68. 49 2. 52 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, - REPLACING THE ONE COMPUTED BY CUHPF (TP= 7. 63) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 =0.22 K75 =0. 30 - RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 33. 50. 13. 5. 58. 30. 27. 55. 11. 10. 63. 35. 23. 60. 9. 15. 51. 40. 19. 65. 8. 20. 42. 45. 16. 70. 0. 1 BASIN ID: 19 -- BASIN COMMENT: Pond 2. 1 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR — INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP (CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 33. 5. 0. 03 0. 000 0. 65. 0.11 0. 061 32. 10. 0. 08 0.001 0. 70. 0. 05 0. 007 28. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 23. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 19. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 16. 30. 0. 68 0. 113 7. 90. 0. 03 0.001 13. 35. 0. 38 0. 321 26. 95. 0.03 0.001 11. - 40. 0. 22 0. 164 36. 100. 0. 03 0. 001 7. 45. 0. 17 0. 118 39. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 38. 110. 0. 03 0. 001 3. /NI"- 55. 0. 11 0. 060 36. 115. 0. 03 0. 001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW 31 TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 57 ACRE-FEET PEAK Q = 39. CFS TIME OF PEAK = 45. MIN. I NFI LT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 2 INCHES/HOUR A = 30. 3 ACRES 0 = 51. CFS 1 U. D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 20 -- BASIN COMMENT: Pond 2. 6 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 09 0. 45 0. 28 7. 60 0. 0114 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0. 208 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) (CFS/SQMI) ( CFS) ( AF) 7. 50 23. 33 1600. 66 147. 74 4. 92 .-. *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 11. 36) WIDTH AT 50 = 19. MIN. WIDTH AT 75 = 10. MIN. 1450 =0. 24 K75 =0. 33 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HP,. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 63. 50. 19. 5. 126. 30. 50. 55. 15. 10. 135. 35. 39. 60. 12. .-. 15. 106. 40. 31. 65. 9. 32 -' 20. 82. I 45. 24. I 70. 0. I BASIN ID: 20 -- BASIN COMMENT: Pond 2. 6 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM" INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 66. 5. 0. 03 0.000 0. 65. 0. 11 0. 061 61. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 51. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 41. 20. 0. 22 0. 002 1. 80. 0.03 0. 001 33. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 26. 30. 0. 68 0. 113 15. 90. 0. 03 0. 001 20. - 35. 0. 38 0. 321 57. 95. 0. 03 0. 001 15. 40. 0. 22 0. 164 77. 100. 0. 03 0. 001 10. 45. 0. 17 0.118 81. 105. 0. 03 0. 001 7. 50. 0. 14 0.087 78. 110. 0. 03 0. 001 5. 55. 0. 11 0. 060 72. 115. 0.03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 5. 02 ACRE-FEET PEAK Q = 81. CFS TIME OF PEAK = 45. MIN. r INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX PERV. RET. =1.00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 4. 9 INCHES/HOUR A = 59.1 ACRES Q = 94. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 21 -- BASIN COMMENT: Pond 2. 5 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( NE) ( nil) ( PCT) ( FT/FT) ( MIN) 0. 05 0. 45 0. 21 7. 60 0. 0136 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 188 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES - FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 0= 0. 15 CALCULATED UNIT HYDROGRAPH 33 TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MLN) (CFS/SQMI) ( CFS) ( AF) ---' 7. 50 23. 33 1445. 62 67. 66 2. 50 - *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 9. 79) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. 1(50 =0. 22 K75 =0. 29 _ RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR -. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 32. 50. 13. 5. 58. 30. 27. 55. 11. 10. 62. 35. 23. 60. 9. '- 15. 50. 40. 19. 65. 8. 20. 41. 45. 16. 70. 0. 1 BASIN ID: 21 -- BASIN COMMENT: Pond 2.5 —. **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0.11 0. 061 33. 5. 0. 03 0.000 0. 65. 0. 11 0. 061 32. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 27. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 23. ^ 20. 0.22 0. 002 0. 80. 0.03 0. 001 19. 25. 0. 38 0.006 1. 85. 0.03 0. 001 16. 30. 0. 68 0. 113 7. 90. 0. 03 0. 001 13. 35. 0. 38 0. 321 26. 95. 0. 03 0. 001 11. "` 40. 0.22 0. 164 35. 100. 0.03 0. 001 7. 45. 0. 17 0. 118 38. 105. 0. 03 0.001 5. 50. 0. 14 0. 087 38. 110. 0. 03 0. 001 3. 55. 0. 11 0. 060 35. 115. 0. 03 0. 001 2. .. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 55 ACRE-FEET - PEAK Q = 38. CFS TIME OF PEAK = 45. MIN. INFI LT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET.=1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 4. 9 INCHES/HOUR A = 30. 0 ACRES 0 = 48. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 i--.. - 34 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 211 -- BASIN COMMENT: Pond 2. 2 ( 21. 1) AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( bII) ( MI) ( PCT) ( FT/FT) ( ME N) 0. 02 0. 26 0. 09 7. 60 0.0466 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 167 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 17. 50 1280. 97 26.77 1. 11 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 25) WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MIN. K50 =0. 19 K75 =0. 26 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 13. 60. 9. 5. 23. 35. 12. 65. 8. 10. 24. 40. 11. 70. 8. 15. 18. 45. 11. 75. 7. 20. 18. 50. 10. 80. 0. 25. 14. 55. 10. 0. 0. 1 BASIN ID: 211 -- BASIN COMMENT: Pond 2. 2 (21.1) **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH i� ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 65. 0. 11 0. 061 15. 35 5. 0. 03 0. 000 0. 70. 0. 05 0. 007 14. 10. 0. 08 0. 001 0. 75. 0. 05 0. 007 12. 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 12. 20. 0.22 0. 002 0. 85. 0. 03 0. 001 11. _ 25. 0. 38 0. 006 0. 90. 0. 03 0. 001 10. 30. 0. 68 0.113 3. 95. 0.03 0.001 9. 35. 0. 38 0. 321 10. 100. 0.03 0. 001 9. 40. 0. 22 0. 164 14. 105. 0.03 0. 001 8. 45. 0. 17 0. 118 15. 110. 0. 03 0. 001 5. - 50. 0. 14 0. 087 15. 115. 0. 03 0. 001 3. 55. 0. 11 0. 060 15. 120. 0. 03 0. 001 2. 60. 0. 11 0. 061 14. 125. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 14 ACRE-FEET PEAK Q = 15. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 I = 5.7 INCHES/HOUR A = 13. 4 ACRES Q = 25. CFS 1 U. D.F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 - PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 22 -- BASIN COMMENT: Pond 2.6 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION - (SQNII) ( ML) ( ML) ( PCT) ( FT/FT) ( MIN) 0.02 0. 23 0. 08 7. 60 0. 0599 5. 00 COEFFICIENT - COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.161 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQNII) (CFS) ( AF) 7. 50 16. 67 1236. 35 20. 40 0. 88 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 76) WIDTH AT 50 = 24. MIN. WIDTH AT 75 = 13. MIN. K50 =0. 19 R75 =0. 25 36 '- RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. - TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 10. 60. 8. 5. 17. 35. 10. 65. 8. 10. 19. 40. 9. 70. B. 15. 13. 45. 9. 75. 8. 20. 14. 50. 9. 80. 0. - 25. 11. 55. 9. 0. 0. 1 BASIN ID: 22 -- BASIN COMMENT: Pond 2. 6 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) - 0. 0. 00 0. 000 0. 65. 0. 11 0. 061 11. 5. 0.03 0. 000 0. 70. 0. 05 0.007 11. 10. 0. 08 0. 001 0. 75. 0. 05 0.007 10. 15. 0. 12 0. 001 0. 80. 0. 03 0.001 10. ,- 20. 0. 22 0. 002 0. 85. 0. 03 0.001 9. 25. 0. 38 0. 006 0. 90. 0. 03 0. 001 9. 30. 0. 68 0. 113 2. 95. 0. 03 0. 001 9. 35. 0. 38 0. 321 8. 100. 0. 03 0. 001 8. 40. 0. 22 0. 164 10. 105. 0. 03 0. 001 7. - 45. 0. 17 0. 118 11. 110. 0. 03 0. 001 5. 50. 0. 14 0. 087 12. 115. 0. 03 0. 001 3. 55. 0. 11 0. 060 11. 120. 0. 03 0. 001 2. 60. 0. 11 0. 061 11. 125. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 90 ACRE-FEET PEAK Q = 12. CFS TIME OF PEAK = 50. MEN. - INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX PERIL RET. =1.00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 8 INCHES/HOUR A = 10.6 ACRES Q = 20. CFS 1 U.D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17:47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 - DRAW FARMS FILING NO. 2 p BASIN ID: 23 -- BASIN COMMENT: Pond 2. 2 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 37 0. 02 0. 27 0. 13 7. 60 0. 0117 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 170 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH - TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) 7. 50 18. 06 1307.82 31. 39 1. 2E - *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 7. 20) WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MIN. K50 =0. 20 K75 =0.27 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 15. 60. 9. 5. 27. 35. 14. 65. 9. 10. 29. 40. 13. 70. 8. - 15. 22. 45. 12. 75. 0. 20. 21. 50. 11. 0. 0. 25. 16. 55. 10. 0. 0. - 1 BASIN ID: 23 -- BASIN COMMENT: Pond 2. 2 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 17. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 17. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 15. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 14. 20. 0. 22 0. 002 0. 80. 0.03 0. 001 13. 25. 0. 38 0. 006 0. 85. 0.03 0.001 12. 30. 0. 68 0. 113 3. 90. 0.03 0. 001 11. - 35. 0. 38 0. 321 12. 95. 0. 03 0. 001 10. 40. 0. 22 0. 164 16. 100. 0. 03 0. 001 8. 45. 0. 17 0. 118 17. 105. 0. 03 0.001 5. 50. 0.14 0. 087 18. 110. 0.03 0.001 4. - 55. 0.11 0. 060 17. 115. 0.03 0.001 3. 38 * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 31 ACRE-FEET PEAK Q = 18. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 6 INCHES/HOUR A = 15. 4 ACRES Q = 28. CFS 1 U.D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 �- PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 24 -- BASIN COMMENT: Pond 2. 5 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.01 0. 09 0. 02 7. 60 0.0140 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.136 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM �- ( DEFAULT ) ( DEFAULT ) R= 0. 08 0= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 12. 78 1042.70 5. 53 0.28 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 47) WIDTH AT 50 = 29. MIN. WIDTH AT 75 = 15. MIN. K50 =0.16 K75 =0. 21 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH I HYDROGRAPH HYDROGRAPH I 0. 0. 35. 3. I 70. 5. 39 5. 5. 40. 3. 75. 5. 10. 5. 45. 3. 80. 6. 15. 3. 50.. 4. 85. 6. 20. 4. 55. 4. 90. 7. - 25. 4. 60. 4. 95. 7. 30. 3. 65. 5. 100. 0. 1 BASIN ID: 24 -- BASIN COMMENT: Pond 2. 5 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 70. 0. 05 0. 007 3. 5. 0. 03 0. 000 0. 75. 0. 05 0. 007 3. 10. 0. 08 0. 001 0. 80. 0. 03 0. 001 4. 15. 0. 12 0. 001 0. 85. 0. 03 0. 001 4. - 20. 0. 22 0.002 0. 90. 0.03 0. 001 4. 25. 0. 38 0.006 0. 95. 0.03 0. 001 4. 30. 0. 68 0. 113 1. 100. 0. 03 0. 001 4. 35. 0. 38 0. 321 2. 105. 0. 03 0.001 5. _ 40. 0. 22 0. 164 3. 110. 0. 03 0.001 5. 45. 0. 17 0.118 3. 115. 0. 03 0.001 6. 50. 0. 14 0.087 3. 120. 0. 03 0. 001 6. 55. 0. 11 0. 060 3. 125. 0. 00 0. 000 6. 60. 0. 11 0. 061 3. 130. 0. 00 0. 000 3. - 65. 0. 11 0. 061 3. 135. 0. 00 0. 000 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW • TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES - VOLUME OF EXCESS PRECIP = 0. 29 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 120. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0.60 IN/HR MAX PERV. RET. =1. 00 IN. MAX.IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6.6 INCHES/HOUR A = 3. 4 ACRES Q = 7. CFS 1 U. D.F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER. 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 ^ DRAW FARMS FILING NO. 2 BASIN ID: 25 -- BASIN COMMENT: Pond 2.10 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SOME) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 06 0. 30 0. 09 7.60 0. 0113 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) - 0.135 0. 196 .. ,... THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES 40 - ^ FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) (MIN) ( CFS/SQMI) ( CFS) ( AF) _ 7. 50 18. 89 1505. 72 92. 45 3. 27 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, - REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 60) WIDTH AT 50 = 20. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 23 K75 =0. 31 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 42. 50. 15. 5. 79. 30. 34. 55. 12. 10. 84. 35. 28. 60. 10. ^ 15. 68. 40. 23. 65. 8. 20. 54. 45. 18. 70. 0. 1 BASIN ID: 25 -- BASIN COMMENT: Pond 2.10 — **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0.00 0.000 0. 60. 0.11 0.061 44. 5. 0. 03 0. 000 0. 65. 0.11 0.061 41. 10. 0. 08 0. 001 0. 70. 0. 05 0.007 35. .." 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 29. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 24. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 19. 30. 0. 68 0. 113 10. 90. 0. 03 0. 001 16. 35. 0. 38 0. 321 36. 95. 0.03 0. 001 12. 40. 0. 22 0. 164 48. 100. 0.03 0.001 8. 45. 0. 17 0. 118 52. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 51. 110. 0. 03 0. 001 4. 55. 0.11 0. 060 47. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1.020 INCHES ..,"'" VOLUME OF EXCESS PRECIP = 3. 34 ACRE-FEET PEAK Q = 52. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0.00 IN. 41 RATIONAL FORMULA C = 0. 33 I = 5. 5 INCHES/HOUR A = 39. 3 ACRES Q = 70. CFS 1 U. D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 26 -- BASIN COMMENT: Pond 2. 9 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQNII) ( NII) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 06 0. 16 0.15 7. 60 0. 0480 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0. 196 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT 1 ( DEFAULT ) R= 0. 08 0= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) (CFS/SQNII) ( CFS) ( AF) 7. 50 14.72 1506. 45 92. 80 3.29 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 5. 30) WIDTH AT 50 = 20. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 23 K75 =0. 31 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1.00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 43. 50. 15. 5. 79. 30. 35. 55. 12. 10. 85. 35. 28. 60. 10. 15. 69. 40. 23. 65. 8. 20. 55. 45. 18. 70. 0. 1 BASIN ID: 26 -- BASIN COMMENT: Pond 2. 9 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR 42 - �„^ INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH . ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0.11 0. 061 44. 5. 0. 03 0. 000 0. 65. 0. 11 0.061 41. 10. 0. 08 0. 001 0. 70. 0. 05 0.007 35. 15. 0. 12 0. 001 0. 75. 0.05 0.007 29. 20. 0. 22 0. 002 0. 80. 0.03 0.001 24. 25. 0. 38 0. 006 1. 85. 0. 03 0.001 19. 30. 0. 68 0. 113 10. 90. 0. 03 0.001 16. 35. 0. 38 0. 321 36. 95. 0. 03 0.001 12. 40. 0.22 0. 164 48. 100. 0. 03 0. 001 8. 45. 0.17 0. 118 52. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 51. 110. 0. 03 0. 001 4. 55. 0.11 0. 060 47. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 3. 35 ACRE-FEET PEAK Q = 52. CFS TIME OF PEAK = 45. MIN. INFI LT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP.RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 2 INCHES/HOUR A = 39.4 ACRES Q = 79. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 �- BASIN ID: 27 -- BASIN COMMENT: Pond 2.10 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 00 0. 08 '0. 04 7. 60 0. 0349 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 130 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) r:* 7. 50 12. 22 995. 81 3. 88 0.21 43 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 59) .--- WIDTH AT 50 = 30. MIN. WIDTH AT 75 = 16. MIN. K50 =0. 15 K75 =0. 20 RAINFALL LOSSES INPUT W/ BASIN DATA - MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. x.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 40. 2. 80. 5. - 5. 3. 45. 2. 85. 5. 10. 3. 50. 3. 90. 6. 15. 2. 55. 3. 95. 6. 20. 3. 60. 3. 100. 7. 25. 3. 65. 4. 105. 0. 30. 2. 70. 4. 0. 0. 35. 2. 75. 4. 0. 0. 1 BASIN ID: 27 -- BASIN COMMENT: Pond 2. 10 — **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP (CFS) 0. 0. 00 0. 000 0. 75. 0.05 0. 007 2. 5. 0. 03 0. 000 0. 80. 0. 03 0. 001 3. 10. 0. 08 0. 001 0. 85. 0. 03 0. 001 3. 15. 0. 12 0. 001 0. 90. 0. 03 0. 001 3. 20. 0. 22 0. 002 0. 95. 0. 03 0.001 3. 25. 0. 38 0.006 0. 100. 0. 03 0.001 3. 30. 0. 68 0. 113 0. 105. 0. 03 0.001 4. 35. 0. 38 0. 321 1. 110. 0. 03 0.001 4. 40. 0. 22 0. 164 2. 115. 0. 03 0.001 5. 45. 0. 17 0. 118 2. 120. 0.03 0.001 5. 50. 0. 14 0. 087 2. 125. 0.00 0.000 5. 55. 0. 11 0. 060 2. 130. 0.00 0.000 5. _ 60. 0. 11 0.061 2. 135. 0.00 0.000 3. 65. 0. 11 0.061 2. 140. 0.00 0.000 2. 70. 0.05 0. 007 2. 145. 0.00 0.000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 21 ACRE-FEET PEAK Q = 5. CFS TIME OF PEAK = 125. IC N. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6.7 INCHES/HOUR A = 2. 5 ACRES Q = 5. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17:47 -'1 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 _ 44 „_ PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 - BASIN ID: 28 -- BASIN COMMENT: Pond 2. 3 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.03 0. 35 0. 20 7. 60 0. 0107 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) -. 0. 135 0. 174 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 - CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) - 7. 50 20. 28 1334. 07 36. 55 1. 46 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP 9.28) WIDTH AT 50 = 22. MIN. WIDTH AT 75 = 12. MIN. K50 =0. 20 K75 =0. 27 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4.50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 17. 60. 9. 5. 31. 35. 15. 65. 9. 10. 33. 40. 14. 70. 8. 15. 26. 45. 13. 75. 0. 20. 24. 50. 11. 0. 0. 25. 19. 55. 10. 0. 0. 1 BASIN ID: 28 -- BASIN COMMENT: Pond 2. 3 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP (CFS) ( MIN. ) (IN) PRECIP (CIS) r - 0. 0.00 0. 000 0. 60. 0. 11 0. 061 19. 5. 0.03 0. 000 0. 65. 0. 11 0. 061 19. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 17. 45 15. 0. 12 0. 001 0. 75. 0. 05 0.007 16. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 14. 25. 0. 38 0. 006 0. 85. 0. 03 0.001 13. 30. 0. 68 0. 113 4. 90. 0.03 0.001 11. - 35. 0. 38 0. 321 14. 95. 0.03 0. 001 10. 40. 0. 22 0. 164 19. 100. 0. 03 0. 001 9. 45. 0. 17 0. 118 20. 105. 0. 03 0. 001 6. 50. 0. 14 0. 087 21. 110. 0. 03 0. 001 4. 55. 0. 11 0. 060 20. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 49 ACRE-FEET PEAK Q = 21. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 3 INCHES/HOUR A = 17. 5 ACRES Q = 30. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 29 -- BASIN COMMENT: To Filing 1 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SOW) ( MI) ( W) ( PCT) ( FT/FT) ( MI N) 0. 04 0. 32 0. 22 7. 60 0. 0100 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 187 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES - FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 '.. CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF -. ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 19. 44 1435. 70 64.18 2. 38 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 9. 29) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 =0.22 K75 =0.29 RAINFALL LOSSES INPUT W/ BASIN DATA 46 ....„ MAX. PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 31. 50. 13. 5. 55. 30. 26. 55. 11. 10. 59. 35. 22. 60. 9. - 15. 48. 40. 18. 65. 8. 20. 39. 45. 16. 70. 0. 1 BASIN ID: 29 -- BASIN COMMENT: To Filing 1 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR -- INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) - 0. 0. 00 0. 000 0. 60. 0.11 0. 061 32. 5. 0. 03 0. 000 0. 65. 0.11 0. 061 30. 10. 0.08 0. 001 0. 70. 0. 05 0.007 26. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 22. - 20. 0. 22 0. 002 0. 80. 0.03 0. 001 19. 25. 0. 38 0. 006 1. 85. 0.03 0. 001 16. 30. 0.68 0. 113 7. 90. 0.03 0. 001 13. 35. 0. 38 0. 321 25. 95. 0. 03 0.001 10. 40. 0. 22 0. 164 34. 100. 0. 03 0.001 7. ^ 45. 0. 17 0. 118 36. 105. 0. 03 0.001 5. 50. 0. 14 0. 087 36. 110. 0.03 0. 001 3. 55. 0.11 0. 060 33. 115. 0.03 0. 001 2. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 2.43 ACRE-FEET PEAK Q = 36. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR _ MAX. PERV. RET. =1.00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 4 INCHES/HOUR - A = 28. 6 ACRES Q = 50. CFS 1 U. D.F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 - CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 30 -- BASIN COMMENT: Pond 2.15 - AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQNI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) i� 0. 04 0. 45 0. 20 7. 60 0. 0131 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 47 0. 135 0. 186 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM - ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 23. 06 1431. 82 62. 86 2. 34 - *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 9. 68) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MEN. K50 =0. 21 K75 =0. 29 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1.00 IN. MAX IMPERVIOUS RET. . 00 IN. INFILTRATION = 4. 50 IN./HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 30. 50. 13. 5. 54. 30. 26. 55. 11. 10. 57. 35. 22. 60. 9. _ 15. 47. 40. 18. 65. 8. 20. 39. 45. 15. 70. 0. 1 BASIN ID: 30 -- BASIN COMMENT: Pond 2. 15 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 31. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 30. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 26. 15. 0. 12 0.001 0. 75. 0. 05 0. 007 22. -� 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 19. 25. 0. 38 0.006 1. 85. 0. 03 0. 001 16. 30. 0. 68 0. 113 7. 90. 0. 03 0. 001 13. 35. 0. 38 0. 321 24. 95. 0. 03 0.001 10. 40. 0. 22 0. 164 33. 100. 0. 03 0. 001 7. 45. 0. 17 0. 118 35. 105. 0. 03 0.001 5. 50. 0. 14 0. 087 35. 110. 0. 03 0. 001 3. 55. 0. 11 0. 060 33. 115. 0. 03 0. 001 2. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW 48 TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 39 ACRE-FEET PEAK Q = 35. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX.IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 4. 9 INCHES/HOUR A = 28.1 ACRES Q = 45. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 31 -- BASIN COMMENT: Pond 2. 15 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SO II) ( MI) ( IC) ( PCT) ( FT/FT) ( MIN) 0. 08 0. 44 0. 20 7. 60 0. 0212 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) - 0.135 0. 203 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF �- ( MIN) ( MIN) ( CFS/SQMC) ( CFS) ( AF) 7. 50 22.78 1561. 34 122. 10 4.17 "' NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 8. 80) WIDTH AT 50 = 19. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 23 K75 =0.32 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 54. 50. 17. 5. 104. 30. 43. 55. 14. 10. 112. 35. 34. 60. 11. 15. 89. 40. 27. 65. 9. 20. 70. 45. 22. 70. 0. 1 BASIN ID: 31 -- BASIN COMMENT: Pond 2. 15 49 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH 1 MIN. ) (IN) PRECIP ( CFS) ( MIN.) (IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0.11 0. 061 56. 5. 0. 03 0. 000 0. 65. 0.11 0. 061 52. 10. 0. 08 0. 001 0. 70. 0.05 0. 007 44. - 15. 0. 12 0. 001 0. 75. 0.05 0. 007 36. 20. 0. 22 0. 002 0. 80. 0.03 0. 001 29. 25. 0. 38 0. 006 1. 85. 0.03 0. 001 23. 30. 0. 68 0. 113 13. 90. 0.03 0. 001 18. - 35. 0. 38 0. 321 47. 95. 0.03 0. 001 14. 40. 0. 22 0. 164 64. 100. 0. 03 0. 001 9. 45. 0. 17 0. 118 67. 105. 0. 03 0. 001 6. 50. 0. 14 0. 087 66. 110. 0. 03 0. 001 4. 55. 0. 11 0. 060 60. 115. 0. 03 0. 001 3. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 4. 25 ACRE-FEET PEAK Q = 67. CFS TIME OF PEAK = 45. MIN. - INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 - I = 4. 9 INCHES/HOUR ^ A = 50.0 ACRES Q = 81. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 - CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 32 -- BASIN COMMENT: Pond 2.16 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 06 0. 27 0.15 7. 60 0. 0313 5.00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.196 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS - AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 - CALCULATED UNIT HYDROGRAPH --"�. TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF _ ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) 50 - 7. 50 17.78 1502. 01 90. 72 3. 22 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 47) WIDTH AT 50 = 20. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 23 K75 =0. 31 - RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1.00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 42. 50. 15. 5. 77. 30. 34. 55. 12. 10. 83. 35. 28. 60. 10. - 15. 67. 40. 23. 65. 8. 20. 54. 45. 18. 70. 0. 1 BASIN ID: 32 -- BASIN COMMENT: Pond 2. 16 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** ..... TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 43. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 41. 10. 0. 08 0.001 0. 70. 0. 05 0. 007 35. 15. 0. 12 0.001 0. 75. 0. 05 0. 007 29. (-- 20. 0. 22 0. 002 0. 80. 0.03 0. 001 23. 25. 0. 38 0. 006 1. 85. 0.03 0. 001 19. 30. 0. 68 0. 113 10. 90. 0. 03 0. 001 16. 35. 0. 38 0.321 35. 95. 0. 03 0. 001 12. 40. 0.22 0.164 47. 100. 0. 03 0. 001 8. 45. 0. 17 0. 118 51. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 50. 110. 0.03 0.001 4. 55. 0. 11 0. 060 46. 115. 0.03 0. 001 3. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 3. 29 ACRE-FEET PEAK Q = 51. CFS TIME OF PEAK = 45. MIN. INFILT.= 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. '.). 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 6 INCHES/HOUR A = 38.7 ACRES 0 = 71. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 - CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 51 DRAW FARMS FILING NO. 2 BASIN ID: 33 -- BASIN COMMENT: Pond 2. 17 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) l MI) ( PCT) ( FT/FT) ( MIN) - 0. 01 0. 06 0. 04 7. 60 0. 0222 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 136 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) - R= 0.08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7.50 12. 50 1045. 63 5.65 0. 29 - *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 62) WIDTH AT 50 = 29. MIN. WIDTH AT 75 = 15. MIN. K50 =0. 16 K75 =0.21 RAINFALL LOSSES INPUT W/ BASIN DATA - MAX_ PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 3. 70. 5. 5. 5. 40. 3. 75. 5. 10. 5. 45. 3. 80. 6. 15. 3. 50. 4. 85. 6. -. 20. 4. 55. 4. 90. 7. 25. 4. 60. 4. 95. 7. 30. 3. 65. 5. 100. 0. 1 BASIN ID: 33 -- BASIN COMMENT: Pond 2. 17 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR — INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP (CFS) 0. 0. 00 0. 000 0. 70. 0.05 0.007 3. �. 5. 0. 03 0. 000 0. 75. 0.05 0. 007 3. _ 10. 0. 08 0. 001 0. 80. 0.03 0. 001 4. 52 15. 0. 12 0. 001 0. 85. 0. 03 0. 001 4. 20. 0. 22 0. 002 0. 90. 0. 03 0. 001 4. 25. 0. 38 0. 006 0. 95. 0.03 0. 001 4. - 30. 0. 68 0.113 1. 100. 0. 03 0. 001 5. 35. 0. 38 0. 321 2. 105. 0. 03 0. 001 5. 40. 0. 22 0. 164 3. 110. 0. 03 0. 001 5. 45. 0. 17 0. 118 3. 115. 0. 03 0. 001 6. 50. 0. 14 0. 087 3. 120. 0.03 0. 001 6. 55. 0. 11 0. 060 3. 125. 0. 00 0. 000 6. 60. 0. 11 0. 061 3. 130. 0. 00 0. 000 4. 65. 0. 11 0.061 3. 135. 0. 00 0. 000 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 29 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 120. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =D. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR A = 3. 5 ACRES Q = 8. CFS 1 U. D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 - CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 34 -- BASIN COMMENT: Pond 2. 17 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( ME) ( MI) ( PCT) ( FT/FT) ( MIN) 0.01 0. 09 0. 06 7. 60 0. 0177 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0. 150 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0.08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MEN) ( CFS/SAME) (CFS) ( AF) 7. 50 12. 50 1155. 30 12. 13 0. 56 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 25) - WIDTH AT 50 = 26. MIN. WIDTH AT 75 = 14. MIN. K50 =0. 17 K75 =0. 24 53 ^ RAINFALL LOSSES INPUT W/ BASIN DATA .--. MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 6. 70. 7. 5. 10. 40. 6. 75. 7. 10. 11. 45. 6. 80. 7. - 15. 7. 50. 7. 85. 7. 20. 9. 55. 7. 90. 0. 25. 7. 60. 7. 0. 0. 30. 6. 65. 7. 0. 0. - 1 BASIN ID: 34 -- BASIN COMMENT: Pond 2. 17 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR --- INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0.000 0. 70. 0. 05 0. 007 7. 5. 0. 03 0. 000 0. 75. 0. 05 0. 007 7. - 10. 0.08 0. 001 0. 80. 0. 03 0. 001 7. 15. 0. 12 0. 001 0. 85. 0. 03 0.001 7. 20. 0. 22 0. 002 0. 90. 0. 03 0. 001 7. 25. 0. 38 0. 006 0. 95. 0. 03 0.001 7. 30. 0. 68 0. 113 1. 100. 0.03 0.001 7. 35. 0.38 0. 321 5. 105. 0.03 0.001 7. 40. 0.22 0. 164 6. 110. 0.03 0.001 7. 45. 0. 17 0. 118 6. 115. 0.03 0.001 6. 50. 0. 14 0. 087 7. 120. 0. 03 0. 001 4. - 55. 0. 11 0. 060 7. 125. 0. 00 0. 000 3. 60. 0. 11 0. 061 7. 130. 0. 00 0. 000 2. 65. 0.11 0.061 7. 135. 0. 00 0. 000 1. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 57 ACRE-FEET PEAK Q = 7. CFS TIME OF PEAK = 110. MIN. INFILT.= 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET. _0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR A = 6.7 ACRES 0 = 15. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17:47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 35 -- BASIN COMMENT: Pond 2.18 — AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION 54 ( SQMI) ( ME) ( ML) ( PCT) ( FT/FT) ( MIN) 0. 02 0. 13 0. 09 7. 60 0. 0641 5. 00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 167 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) 7. 50 13. 89 1282. 80 27. 07 1. 13 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4.41) WIDTH AT 50 = 23. MEN. WIDTH AT 75 = 12. MIN. K50 =0. 19 K75 =0. 26 RAINFALL LOSSES INPUT W/ BASIN DATA ^ MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH .-. 0. 0. 30. 13. 60. 9. 5. 23. 35. 12. 65. 8. 10. 25. 40. 11. 70. 8. 15. 18. 45. 11. 75. 7. 20. 18. 50. 10. 80. 0. 25. 14. 55. 10. 0. 0. 1 BASIN ID: 35 -- BASIN COMMENT: Pond 2.18 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MEN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 65. 0.11 0. 061 15. 5. 0.03 0. 000 0. 70. 0.05 0. 007 14. 10. 0. 08 0. 001 0. 75. 0.05 0. 007 13. 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 12. - 20. 0. 22 0. 002 0. 85. 0. 03 0.001 11. 25. 0. 38 0. 006 0. 90. 0. 03 0. 001 10. 30. 0. 68 0. 113 3. 95. 0. 03 0. 001 10. r. 35. 0. 38 0. 321 10. 100. 0. 03 0. 001 9. 40. 0. 22 0. 164 14. 105. 0. 03 0. 001 8. - 45. 0. 17 0. 118 15. 110. 0. 03 0. 001 5. 50. 0. 14 0. 087 15. 115. 0. 03 0.001 4. 55 55. 0. 11 0. 060 15. 120. 0. 03 0. 001 2. I 80. 0. 11 0. 061 15. 125. 0. 00 0. 000 2. I �. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 15 ACRE-FEET PEAK Q = 15. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNINF = 0.60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 3 INCHES/HOUR A = 13. 5 ACRES Q = 28. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 36 -- BASIN COMMENT: Pond 2. 19 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( NE) ( MI) ( PCT) ( FT/FT) ( MIN) 0.02 0. 08 0. 08 7. 60 0. 0199 5. 00 COEFFICIENT - COEFFICIENT _ ( REFLECTING TIME TO PEAK) (RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 171 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 12. 22 1314. 27 32.59 1. 32 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 28) WIDTH AT 50 = 23. MEN. WIDTH AT 75 = 12. MIN. K50 =0.20 K75 =0. 27 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT I TIME UNIT TIME UNIT ^ HYDROGRAPH HYDROGRAPH I HYDROGRAPH I I I I 56 0. 0. 30. 15. 60. 9. 5. 28. 35. 14. 65. 9. 10. 30. 40. 13. 70. 8. 15. 23. 45. 12. 75. 0. 20. 21. 50. 11. 0. 0. 25. 17. 55. 10. 0. 0. J. BASIN ID: 36 -- BASIN COMMENT: Pond 2.19 — **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH - ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0.11 0.061 17. - 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 17. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 16. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 14. 20. 0.22 0.002 0. 80. 0.03 0. 001 13. 25. 0. 38 0. 006 0. 85. 0.03 0.001 12. 30. 0. 68 0. 113 3. 90. 0.03 0.001 11. 35. 0. 38 0. 321 13. 95. 0. 03 0. 001 10. 40. 0. 22 0. 164 17. 100. 0. 03 0. 001 8. 45. 0. 17 0. 118 18. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 18. 110. 0.03 0. 001 4. 55. 0. 11 0. 060 18. 115. 0.03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES .- VOLUME OF EXCESS PRECIP = 1. 35 ACRE-FEET PEAK Q = 18. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 7 INCHES/HOUR A = 15.9 ACRES Q = 35. CFS .... 1 U.D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 - PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 37 -- BASIN COMMENT: Pond 2. 20 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) (MI) ( PCT) (FT/FT) ( MIN) 0. 03 0. 30 0.16 7. 60 0. 0141 5. 00 COEFFICIENT COEFFICIENT - ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0. 178 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS - 57 AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM „--.. ( DEFAULT 1 ( DEFAULT ) R= 0. 08 D= 0. 15 - CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF (MIN) ( MIN) ( CFS/SQhII) ( CFS) ( AF) - 7. 50 18. 89 1367. 41 44. 17 1. 72 *** NOTE : THE TIME TO PEAR IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 7. 69) WIDTH AT 50 = 22. MIN. WIDTH AT 75 = 11. MIN. K50 x. 21 K75 =0. 28 RAINFALL LOSSES INPUT WI BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 20. 60. 9. -' 5. 38. 35. 17. 65. 8. 10. 40. 40. 15. 70. 7. 15. 32. 45. 14. 75. 0. 20. 28. 50. 12. 0. 0. 25. 22. 55. 11. 0. 0. 1 BASIN ID: 37 -- BASIN COMMENT: Pond 2. 20 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" - TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 23. 5. 0.03 0. 000 0. 65. 0. 11 0. 061 22. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 20. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 18. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 16. 25. 0.38 0. 006 0. 85. 0. 03 0. 001 14. 30. 0.68 0. 113 5. 90. 0. 03 0. 001 12. 35. 0. 38 0. 321 17. 95. 0.03 0.001 11. 40. 0.22 0. 164 23. 100. 0.03 0.001 9. 45. 0. 17 0. 118 25. 105. 0.03 0.001 6. 50. 0.14 0. 087 25. 110. 0.03 0.001 4. 55. 0.11 0. 060 24. 115. 0.03 0.001 3. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 76 ACRE-FEET PEAK Q = 25. CFS TIME OF PEAK = 50. MIN. --**. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =0.00 IN. 58 - RATIONAL FORMULA C = 0. 33 I = 5. 5 INCHES/HOUR A = 20. 7 ACRES Q = 37. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 38 -- BASIN COMMENT: Pond 2. 21 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQPII) ( NII) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 04 0. 27 0. 14 7. 60 0. 0147 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 183 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS '•• AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0.08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) 7. 50 18. 06 1406. 08 54. 70 2. 07 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 7.10) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 =0. 21 K75 =0. 29 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 27. 50. 13. 5. 47. 30. 23. 55. 11. 10. 50. 35. 20. 60. 9. 15. 40. 40. 17. 65. 8. 20. 34. 45. 15. 70. 0. 1 BASIN ID: 38 -- BASIN COMMENT: Pond 2. 21 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR 59 INCREMENT TOTAL* STORM`* INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH - - ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 60. 0.11 0. 061 28. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 27. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 23. 15. 0. 12 0.001 0. 75. 0. 05 0. 007 20. - 20. 0.22 0. 002 0. 80. 0. 03 0. 001 17. 25. 0. 38 0. 006 0. 85. 0. 03 0. 001 15. 30. 0. 68 0. 113 6. 90. 0. 03 0. 001 13. 35. 0. 38 0. 321 21. 95. 0. 03 0. 001 10. - 40. 0.22 0. 164 29. 100. 0. 03 0. 001 7. 45. 0. 17 0. 118 31. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 31. 110. 0. 03 0. 001 3. 55. 0. 11 0. 060 29. 115. 0. 03 0.001 2. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3.12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 12 ACRE-FEET PEAK Q = 31. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5.6 INCHES/HOUR A = 24.9 ACRES Q = 45. CFS 1 U. D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 '� PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 - DRAW FARMS FILING NO. 2 BASIN ID: 39 -- BASIN COMMENT: Pond 2. 21 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SON") ( MI) ( MI) ( PCT) ( FT/FT) ( NII N) 0. 01 0. 17 0. 07 7. 60 0. 0294 5. 00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 158 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS - AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 - CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) - 7. 50 15.00 1211. 36 17. 44 0. 77 60 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 4. 72) WIDTH AT 50 = 25. MIN. WIDTH AT 75 = 13. MIN. K50 =0. 18 K75 =0. 25 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 9. 60. 8. 5. 15. 35. 9. 65. 8. 10. 16. 40. 8. 70. 8. 15. 11. 45. 8. 75. 8. - 20. 12. 50. 8. 80. 7. 25. 10. 55. 8. 85. 0. 1 BASIN ID: 39 -- BASIN COMMENT: Pond 2. 21 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR — INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP (CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0.000 0. 65. 0. 11 0.061 10. 5. 0.03 0.000 0. 70. 0. 05 0.007 9. 10. 0. 08 0. 001 0. 75. 0.05 0.007 9. 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 9. - 20. 0. 22 0. 002 0. 85. 0. 03 0. 001 8. 25. 0.38 0. 006 0. 90. 0. 03 0. 001 8. 30. 0.68 0.113 2. 95. 0. 03 0. 001 8. 35. 0. 38 0.321 7. 100. 0. 03 0. 001 8. - 40. 0.22 0.164 9. 105. 0. 03 0. 001 8. 45. 0.17 0.118 9. 110. 0. 03 0. 001 7. 50. 0. 14 0. 087 10. 115. 0. 03 0.001 4. 55. 0. 11 0. 060 10. 120. 0.03 0. 001 3. 60. 0. 11 0. 061 10. 125. 0. 00 0.000 2. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 78 ACRE-FEET - PEAK Q = 10. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX PERV. RET. =1.00 IN. MAX IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 1 INCHES/HOUR A = 9. 2 ACRES Q = 18. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17:47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 �- PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 61 BASIN ID: 40 -- BASIN COMMENT: Pond 2. 30 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION - ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) (MIN) 0.05 0. 40 0. 16 7. 60 0.0123 5. 00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 191 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED ..... IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH "' TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 21.67 1467. 80 76. 03 2. 76 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 8. 78) WIDTH AT 50 = 20. MIN. WIDTH AT 75 = 11. MIN. K50 =0. 22 K75 =0. 30 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH -, 0. 0. 25. 36. 50. 14. 5. 65. 30. 30. 55. 11. - 10. 69. 35. 24. 60. 9. 15. 57. 40. 20. 65. 8. 20. 46. 45. 17. 70. 0. 1 BASIN ID: 40 -- BASIN COMMENT: Pond 2. 30 '. **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0.000 0. 60. 0. 11 0.061 37. 5. 0. 03 0.000 0. 65. 0. 11 0.061 35. 10. 0. 08 0.001 0. 70. 0. 05 0.007 30. - 15. 0. 12 0.001 0. 75. 0. 05 0. 007 25. 20. 0. 22 0.002 0. 80. 0. 03 0.001 21. 25. 0. 38 0. 006 1. 85. 0. 03 0.001 17. --�.. 30. 0. 68 0.113 8. 90. 0. 03 0.001 14. - 35. 0. 38 0. 321 29. 95. 0. 03 0. 001 11. 62 "' 40. 0. 22 0. 164 40. I 100. 0. 03 0. 001 7. 45. 0. 17 0. 118 43. I 105. 0. 03 0.001 5. 50. 0.14 0.087 42. I 110. 0. 03 0.001 3. 55. 0. 11 0. 060 39. I 115. 0. 03 0. 001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 82 ACRE-FEET PEAK Q = 43. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY 0.00180 FNI NF = 0. 60 IN/HR MAX PERV. RET. =1.00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5.1 INCHES/HOUR A = 33.2 ACRES Q = 55. CFS �- 1 U. D. F. C.D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 41 -- BASIN COMMENT: Pond 2. 20 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ) MI) ( PCT) ( FT/FT) ( MIN) 0. 01 0. 09 0. 05 7. 60 0. 0332 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0.145 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ) DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 12.50 1111. 20 9.00 0. 43 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 3.87) WIDTH AT 50 = 27. MIN. WIDTH AT 75 = 14. MIN. K50 =0. 17 K75 x. 23 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1.00 IN. MAX IMPERVIOUS RET. =0. 00 IN. ,.�. INFILTRATION = 4.50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT I TIME UNIT TIME UNIT I 63 HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 5. 70. 6. - 5. 8. 40. 5. 75. 7. 10. 8. 45. 5. 80. 7. 15. 5. 50. 5. 85. 7. 20. 6. 55. 6. 90. 7. 25. 5. 60. 6. 95. 0. -. 30. 5. 65. 6. 0. 0. 1 BASIN ID: 41 -- BASIN COMMENT: Pond 2. 20 **** STORM NO. = ] **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM" INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MEN. ) ( IN) PRECIP (CFS) ( MIN. ) (IN) PRECIP (CFS) 0. 0. 00 0.000 0. 70. 0. 05 0.007 5. 5. 0. 03 0.000 0. 75. 0. 05 0.007 5. 10. 0. 08 0. 001 0. 80. 0. 03 0.001 5. 15. 0.12 0. 001 0. 85. 0. 03 0. 001 5. - 20. 0.22 0. 002 0. 90. 0. 03 0. 001 6. 25. 0. 38 0. 006 0. 95. 0. 03 0. 001 6. 30. 0. 66 0. 113 1. 100. 0. 03 0. 001 6. 35. 0. 38 0. 321 3. 105. 0. 03 0. 001 6. 40. 0. 22 0. 164 5. 110. 0. 03 0. 001 6. 45. 0. 17 0. 118 5. 115. 0. 03 0. 001 7. 50. 0. 14 0. 087 5. 120. 0. 03 0. 001 6. 55. 0. 11 0. 060 5. 125. 0. 00 0. 000 4. 60. 0. 11 0. 061 5. 130. 0. 00 0.000 3. 65. 0. 11 0.061 5. 135. 0. 00 0.000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 44 ACRE-FEET - PEAR Q = 7. CFS TIME OF PEAR = 115. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX. PERV. RET.=1.00 IN. MAX.IMP. RET. =0.00 IN. - RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR A = 5. 2 ACRES Q = 11. CFS 1 U. D. F. C.D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1996 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 - BASIN ID: 42 -- BASIN COMMENT: Pond 2. 23 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) (PCT) ( FT/FT) ( MIN) - 0. 09 0. 33 0. 13 7. 60 0. 0329 5. 00 COEFFICIENT COEFFICIENT --., ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 64 0. 135 0. 206 - THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQWII) ( CFS) ( AF) 7. 50 19. 72 1584. 32 136. 57 4. 60 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, - REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 51) WIDTH AT 50 = 19. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 24 K75 =0. 32 RAINFALL LOSSES INPUT WI BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX_ IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 59. 50. 18. 5. 117. 30. 47. 55. 15. 10. 125. 35. 37. 60. 12. 15. 99. 40. 29. 65. 9. 20. 77. 45. 23. 70. 0. 1 BASIN ID: 42 -- BASIN COMMENT: Pond 2. 23 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 60. 0.11 0.061 61. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 57. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 48. - 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 39. 20. 0. 22 0. 002 1. 80. 0. 03 0. 001 31. 25. 0.38 0. 006 1. 85. 0. 03 0. 001 25. 30. 0.68 0. 113 14. 90. 0. 03 0. 001 20. 35. 0.38 0. 321 52. 95. 0. 03 0. 001 15. 40. 0.22 0. 164 71. 100. 0.03 0.001 10. 45. 0.17 0. 118 75. 105. 0.03 0.001 7. 50. 0.14 0.087 73. 110. 0.03 0.001 5. 55. 0. 11 0. 060 67. 115. 0.03 0.001 3. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3.12 ( 1-HOUR RAIN = 2.70) EXCESS PRECIP. = 1. 020 INCHES 65 VOLUME OF EXCESS PRECIP = 4. 69 ACRE-FEET PEAK Q = 75. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX.IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 3 INCHES/HOUR A = 55. 2 ACRES Q = 96. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 43 -- BASIN COMMENT: Pond 2.22 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQNII) ( NII) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 08 0. 31 0. 12 7.60 0. 0186 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 205 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQNII) ( CFS) ( AF) 7. 50 19. 17 1572. 21 128. 76 4. 37 - '** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, - REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 94) WIDTH AT 50 = 19. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 24 K75 =0. 32 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNI NFL = 0. 60 IN. /HR TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 56. 50. 18. 5. 110. 30. 45. 55. 14. 10. 118. 35. 36. 60. 11. - 15. 93. 40. 28. 65. 9. 20. 73. 45. 22. 70. 0. 1 BASIN ID: 43 -- BASIN COMMENT: Pond 2.22 _ 66 '4°.--',*** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 58. 5. 0. 03 0. 000 0. 65. 0.11 0. 061 55. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 46. 15. 0. 12 0.001 0. 75. 0. 05 0. 007 37. 20. 0. 22 0.002 1. 80. 0. 03 0. 001 30. 25. 0. 38 0. 006 1. 85. 0.03 0.001 24. 30. 0. 68 0.113 14. 90. 0. 03 0. 001 19. 35. 0. 36 0. 321 49. 95. 0. 03 0. 001 14. 40. 0. 22 0. 164 67. 100. 0. 03 0. 001 9. 45. 0. 17 0. 118 71. 105. 0. 03 0. 001 6. 50. 0. 14 0.087 69. 110. 0. 03 0. 001 4. 55. 0. 11 0.060 63. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 4. 45 ACRE-FEET PEAK Q = 71. CFS TIME OF PEAK = 45. MIN. INFILT. = 4.50 IN/HR DECAY x. 00180 FNINF = 0.60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET.=0. 00 IN. _ RATIONAL FORMULA C = 0. 33 ^ I = 5. 4 INCHES/HOUR A = 52. 4 ACRES 0 = 93. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 44 -- BASIN COMMENT: Pond 2. 17 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) -- 0. 01 0. 08 0. 02 7. 60 0. 0199 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 144 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) -- R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH r TIME TO PEAR TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( MIN) ( MIN) (CFS/SQMI) ( CFS) ( AF) 67 7. 50 12. 22 1102. 79 8. 49 0. 41 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 51) WIDTH AT 50 = 27. MIN. WIDTH AT 75 = 14. MIN. 1(50 =0. 17 K75 =0. 22 RAINFALL LOSSES INPUT WI BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. �- INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNINFL = 0. 60 IN. /HR TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 4. 70. 6. 5. 7. 40. 5. 75. 6. 10. 8. 45. 5. 80. 7. 15. 5. 50. 5. 85. 7. 20. 6. 55. 5. 90. 7. 25. 5. 60. 6. 95. 0. 30. 4. 65. 6. 0. 0. 1 BASIN ID: 44 -- BASIN COMMENT: Pond 2. 17 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 70. 0.05 0. 007 5. 5. 0.03 0. 000 0. 75. 0.05 0. 007 5. 10. 0.08 0. 001 0. 80. 0. 03 0. 001 5. 15. 0. 12 0. 001 0. 85. 0.03 0. 001 5. 20. 0. 22 0. 002 0. 90. 0. 03 0. 001 5. - 25. 0. 38 0. 006 0. 95. 0. 03 0. 001 6. 30. 0. 68 0. 113 1. 100. 0. 03 0. 001 6. 35. 0. 38 0. 321 3. 105. 0. 03 0. 001 6. 40. 0.22 0. 164 4. 110. 0. 03 0. 001 6. _ 45. 0.17 0. 118 4. 115. 0. 03 0. 001 7. 50. 0.14 0. 087 5. 120. 0. 03 0. 001 6. 55. 0.11 0. 060 5. 125. 0. 00 0. 000 4. 60. 0. 11 0. 061 5. 130. 0. 00 0. 000 3. 65. 0. 11 0. 061 5. 135. 0. 00 0. 000 2. "" LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 0. 42 ACRE-FEET PEAK Q = 7. CFS TIME OF PEAK = 115. NEN. INFILT.= 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 7 INCHES/HOUR A = 4. 9 ACRES Q = 11. CFS - 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17:47 68 "' CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 45 -- BASIN COMMENT: Pond 2. 24 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 02 0. 25 0. 10 7. 60 0. 0023 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0. 159 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT 1 R= 0. 08 0= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 17. 22 1220. 01 18. 42 0. 81 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= B.44) WIDTH AT 50 = 25. MIN. WIDTH AT 75 = 13. MIN. K50 =0.18 K75 =0. 25 RAINFALL LOSSES INPUT WI BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 9. 60. 8. 5. 16. 35. 9. 65. 8. 10. 17. 40. 9. 70. 8. 15. 12. 45. 9. 75. 8. 20. 13. 50. B. 80. 7. 25. 10. 55. 8. 85. 0. 1 BASIN ID: 45 -- BASIN COMMENT: Pond 2.24 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH /^• ( MIN. ) (IN) PRECIP ( CFS) ( MIN.) (IN) PRECIP ( CFS) 0. 0. 00 0.000 0. 65. 0.11 0.061 10. 69 5. 0. 03 0. 000 0. 70. 0. 05 0. 007 10. 10. 0. 08 0. 001. 0. 75. 0. 05 0. 007 9. .--. 15. 0.12 0. 001 0. 80. 0. 03 0. 001 9. 20. 0. 22 0. 002 0. 85. 0. 03 0. 001 9. - 25. 0. 38 0, 00E 0. 90. 0. 03 0. 001 8. 3D. 0. 68 0. 113 2. 95. 0.03 0. 001 8. 35. 0.38 0. 321 7. 100. 0. 03 0. 001 8. 40. 0.22 0. 164 9. 105. 0. 03 0.001 8. 45. 0.17 0. 118 10. 110. 0. 03 0. 001 7. 50. 0. 14 0. 087 11. 115. 0. 03 0,. 001 4. 55. 0. 11 0. 060 10. 120. 0. 03 0. 001 3. 60. 0. 11 0. 061 10. 125. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 82 ACRE-FEET PEAK Q = 11. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 7 INCHES/HOUR .... A = 9.7 ACRES 0 = 18. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 46 -- BASIN COMMENT: Pond 2.24 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( ME) ( MI) ( PCT) (FT/FT) (MEN) 0. 01 0. 09 0. 07 7. 60 0. 0488 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.149 - THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED -. IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 0= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MEN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 12. 50 1143. 41 11.21 0. 52 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 91) WIDTH AT 50 = 26. MEN. WIDTH AT 75 = 14. MEN. K50 =0. 17 K75 =0. 23 70 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. "- TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH - 0. 0. 35. 6. 70. 7. 5. 10. 40. 6. 75. 7. 10. 10. 45. 6. 80. 7. 15. 7. 50. 6. 85. 7. 20. 8. 55. 6. 90. 0. _ 25. 7. 60. 6. 0. 0. 30. 6. 65. 7. 0. 0. 1 BASIN ID: 46 -- BASIN COMMENT: Pond 2. 24 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( NEN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 70. 0. 05 0. 007 6. 5. 0.03 0.000 0. 75. 0. 05 0. 007 6. 10. 0. 08 0.001 0. 80. 0. 03 0. 001 6. 15. 0. 12 0. 001 0. 85. 0. 03 0. 001 6. '� 20. 0. 22 0. 002 0. 90. 0. 03 0. 001 6. 25. 0. 38 0. 006 0. 95. 0.03 0.001 7. 30. 0.68 0. 113 1. 100. 0.03 0. 001 7. 35. 0. 38 0.321 4. 105. 0.03 0. 001 7. 40. 0. 22 0. 164 6. 110. 0. 03 0. 001 7. 45. 0. 17 0. 118 6. 115. 0. 03 0. 001 6. 50. 0. 14 0. 087 6. 120. 0. 03 0. 001 4. 55. 0.11 0. 060 6. 125. 0. 00 0. 000 3. - 60. 0. 11 0.061 6. 130. 0.00 0. 000 2. 65. 0. 11 0. 061 7. 135. 0.00 0. 000 1. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW - TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 53 ACRE-FEET PEAK Q = 7. CFS TIME OF PEAK = 110. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET.=1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0.33 I = 6.6 INCHES/HOUR A = 6. 3 ACRES Q = 14. CFS _ 1 U.D. F.C.D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 - PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 47 -- BASIN C0MMENT: Pond 2. 25 71 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) (PCT) ( FT/FT) ( MIN) 0. 01 0. 18 0. 04 7.60 0.0073 5. 00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 141 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS - AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) - 7. 50 15. 28 1084. 79 7. 49 0. 37 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 5. 02) WIDTH AT 50 = 28. MIN. WIDTH AT 75 = 14. MIN. K50 =0. 16 K75 =0. 22 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 4. 70. 6. - 5. 6. 40. 4. 75. 6. 10. 7. 45. 4. 80. 6. 15. 4. 50. 5. 85. 7. 20. 5. 55. 5. 90. 7. - 25. 5. 60. 5. 95. 0. 30. 4. 65. 5. 0. 0. 1 BASIN ID: 47 -- BASIN COMMENT: Pond 2. 25 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 70. 0. 05 0. 007 4. 5. 0.03 0. 000 0. 75. 0. 05 0. 007 4. 10. 0.08 0. 001 0. B0. 0. 03 0. 001 5. 15. 0.12 0. 001 0. 85. 0. 03 0. 001 5. - 20. 0.22 0. 002 0. 90. 0. 03 0. 001 5. 25. 0. 38 0. 006 0. 95. 0. 03 0. 001 5. 30. 0. 68 0. 113 1. 100. 0. 03 0. 001 5. 35. 0. 38 0. 321 3. 105. 0. 03 0. 001 6. - 40. 0. 22 0. 164 4. 110. 0. 03 0. 001 6. 72 45. 0. 17 0. 118 4. I 115. 0. 03 0. 001 6. I 50, 0. 14 0. 087 4. I 120. 0. 03 0. 001 6. I 55. 0. 11 0. 060 4. I 125. 0. 00 0. 000 4. 60. 0. 11 0.061 4. I 130. 0. 00 0.000 3. 65. 0. 11 0. 061 4. I 135. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME a ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW -. TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 38 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 115. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR ... MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 1 INCHES/HOUR A = 4.4 ACRES 0 = 9. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 48 -- BASIN COMMENT: Pond 2. 24 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ^ ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 07 0. 30 0. 23 7. 60 0.0175 5. 00 COEFFICIENT COEFFICIENT (REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 201 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF (MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 18. 89 1541. 15 110. 50 3. 62 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, a. REPLACING THE ONE COMPUTED BY CUHPF ( TP= 8.48) WIDTH AT 50 = 19. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 23 K75 =0. 31 RAINFALL LOSSES INPUT W/ BASIN DATA �� MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. 73 TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 49. 50. 17. 5. 94. 30. 40. 55. 13. 10. 101. 35. 32. 60. 11. 15. 81. 40. 26. 65. 9. _ 20. 64. 45. 21. 70. 0. 1 BASIN ID: 48 -- BASIN COMMENT: Pond 2. 24 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( NEN. ) ( IN) PRECIP ( CFS) ( NEN.) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 51. ".. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 48. 10. 0.08 0. 001 0. 70. 0. 05 0. 007 41. 15. 0. 12 0. 001 0. 75. 0.05 0. 007 33. 20. 0. 22 0. 002 0. 80. 0.03 0. 001 27. - 25. 0. 38 0. 006 1. 85. 0.03 0.001 22. 30. 0. 68 0. 113 12. 90. 0. 03 0.001 17. 35. 0. 38 0. 321 42. 95. 0. 03 0.001 13. 40. 0. 22 0. 164 58. 100. 0. 03 0. 001 9. 45. 0. 17 0. 118 61. 105. 0. 03 0. 001 6. 50. 0. 14 0. 087 60. 110. 0. 03 0. 001 4. 55. 0. 11 0. 060 55. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ^ - ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 3. 90 ACRE-FEET PEAK Q = 61. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX. PERV. RET. =1.00 IN. MAX.IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 5 INCHES/HOUR A = 45. 9 ACRES .... Q = 82. CFS 1 U. D. F. C. D. CUR? RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A (32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 49 -- BASIN COMMENT: Pond 2. 24 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 01 0. 11 0. 04 7.60 0. 0100 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0. 138 l'^ - THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES 74 - FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AEI 7. 50 13. 33 1062. 28 6. 37 0. 32 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 37) - WIDTH AT 50 = 28. MIN. WIDTH AT 75 = 15. MIN. K50 =0.16 K75 =0. 22 RAINFALL LOSSES INPUT WI BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT - HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 3. 70. 5. 5. 5. 40. 4. 75. 6. ^ 10. 6. 45. 4. 80. 6. 15. 3. 50. 4. 85. 6. 20. 5. 55. 4. 90. 7. 25. 4. 60. 5. 95. 7. 30. 3. 65. 5. 100. 0. 1 BASIN ID: 49 -- BASIN COMMENT: Pond 2. 24 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP (CFS) ( MIN. ) (IN) PRECIP (CFS) 0. 0.00 0.000 0. 70. 0.05 0. 007 4. 5. 0.03 0.000 0. 75. 0.05 0. 007 4. 10. 0. D8 0. 001 0. 80. 0.03 0. 001 4. 15. 0. 12 0. 001 0. 85. 0.03 0. 001 4. 20. 0. 22 0. 002 0. 90. 0. 03 0. 001 4. 25. 0. 38 0. 006 0. 95. 0. 03 0.001 5. 30. 0. 68 0. 113 1. 100. 0. 03 0.001 5. 35. 0.38 0. 321 2. 105. 0. 03 0.001 5. 40. 0.22 0. 164 3. 110. 0. 03 0. 001 6. 45. 0.17 0.118 3. 115. 0. 03 0. 001 6. 50. 0.14 0. 087 4. 120. 0. 03 0. 001 6. 55. 0. 11 0. 060 4. 125. 0. 00 0. 000 6. 60. 0. 11 0. 061 4. 130. 0.00 0. 000 4. - 65. 0. 11 0. 061 4. 135. 0.00 0. 000 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW • 75 TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 33 ACRE-FEET a, PEAK Q = 6. CFS TIME OF PEAK = 120. MIN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET.=1. 00 IN. MAX.IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 5 INCHES/HOUR A = 3. 8 ACRES Q = 8. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 491 -- BASIN COMMENT: Pond 2. 24 ( 49. 1) AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) (PCT) ( FT/FT) ( MIN) 0. 01 0. 10 0. 03 7. 60 0.0472 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 144 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM a ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH .... TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) ^ 7. 50 13. 06 1104. 92 8.62 0.42 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 50) WIDTH AT 50 = 27. MIN. WIDTH AT 75 = 14. MIN. K50 =0. 17 K75 =0. 23 '... RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1.00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNI NFL = 0.60 IN./HR. TIME UNIT TIME UNIT TIME UNIT _ HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 4. 70. 6. 5. 7. 40. 5. 75. 6. - 10. 8. 45. 5. 80. 7. 15. 5. 50. 5. 85. 7. 20. 6. 55. 5. 90. 7. ----. 25. 5. 60. 6. 95. 0. ,_ 30. 4. 65. 6. 0. 0. 76 - BASIN ID: 491 -- BASIN COMMENT: Pond 2. 24 ( 49. 1) **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR — I NCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MEN. ) (IN) PRECIP ( CFS) 0. 0. 00 0.000 0. 70. 0. 05 0. 007 5. 5. 0. 03 0. 000 0. 75. 0. 05 0.007 5. 10. 0. 08 0. 001 0. 80. 0. 03 0. 001 5. 15. 0. 12 0. 001 0. 85. 0. 03 0. 001 5. -' 20. 0. 22 0.002 0. 90. 0. 03 0. 001 5. 25. 0. 38 0. 006 0. 95. 0. 03 0.001 6. 30. 0. 68 0. 113 1. 100. 0. 03 0. 001 6. 35. 0. 38 0.321 3. 105. 0. 03 0. 001 6. - 40. 0. 22 0. 164 4. 110. 0. 03 0. 001 6. 45. 0. 17 0. 118 4. 115. 0. 03 0. 001 7. 50. 0. 14 0.087 5. 120. 0. 03 0.001 6. 55. 0. 11 0.060 5. 125. 0. 00 0. 000 4. 60. 0. 11 0. 061 5. 130. 0. 00 0. 000 3. - 65. 0. 11 0. 061 5. 135. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3.12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 0. 42 ACRE-FEET ^ PEAK Q = 7. CFS TIME OF PEAR = 115. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET.=1. 00 IN. MAX IMP. RET.=0. 00 IN. - RATIONAL FORMULA C = 0. 33 I = 6. 5 INCHES/HOUR A = 5. 0 ACRES Q = 11. CFS 1 U.D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 - BASIN ID: 50 -- BASIN COMMENT: Pond 2. 25 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.05 0. 34 0. 20 7. 60 0.0100 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0. 193 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED ice. IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM - ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 77 CALCULATED UNIT HYDROGRAPH .-. TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MI N) (CFS/SQMI) (CFS) ( AF) 7. 50 20. 00 1481. 06 81. 46 2. 93 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 9. 15) WIDTH AT 50 = 20. MIN. WIDTH AT 75 = 11. MIN. K50 =0.22 K75 =0. 30 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. ;:l.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT ^ HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 38. 50. 14. 5. 70. 30. 31. 55. 12. 10. 74. 35. 26. 60. 9. 15. 61. 40. 21. 65. 8. 20. 49. 45. 17. 70. 0. 1 BASIN ID: 50 -- BASIN COMMENT: Pond 2. 25 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 60. 0. 11 0. 061 39. 5. 0.03 0. 000 0. 65. 0. 11 0. 061 37. 10. 0.08 0. 001 0. 70. 0. 05 0. 007 32. 15. 0.12 0. 001 0. 75. 0. 05 0. 007 26. 20. 0.22 0. 002 0. 80. 0. 03 0. 001 22. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 18. _ 30. 0.68 0. 113 9. 90. 0. 03 0. 001 15. 35. 0. 38 0. 321 31. 95. 0. 03 0. 001 11. 40. 0. 22 0. 164 43. 100. 0. 03 0. 001 7. 45. 0. 17 0. 118 46. 105. 0.03 0. 001 5. 50. 0. 14 0. 087 45. 110. 0.03 0. 001 3. -. 55. 0. 11 0. 060 42. 115. 0.03 0.001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 99 ACRE-FEET - PEAK Q = 46. CFS TIME OF PEAK = 45. MIN. INFILT.= 4. 50 IN/HR DECAY =0.00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET.=0.00 IN. RATIONAL FORMULA C = 0.33 I = 5. 3 INCHES/HOUR A = 35.2 ACRES ---.. 0 = 61. CFS - 1 U.D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 78 -. CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 51 -- BASIN COMMENT: Pond 2. 15 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ▪ (SQME) (MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.01 0. 21 0.06 7. 60 0. 0163 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0.156 �- THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM - ( DEFAULT ) ( DEFAULT ) R= 0. 06 0= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CPS/SON') (CAS) ( AF) 7. 50 16. 11 1199. 69 16. 20 0.72 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5.24) WIDTH AT 50 = 25. NI N. WIDTH AT 75 = 13. MIN. K50 =0. 18 K75 =0. 24 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. - TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 8. 60. 8. 5. 14. 35. 8. 65. 8. - 10. 15. 40. 8. 70. 8. 15. 10. 45. 8. 75. 7. 20. 11. 50. 8. 80. 7. 25. 9. 55. 8. 85. 0. 1 BASIN ID: 51 -- BASIN COMMENT: Pond 2.15 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR ...— I NCREMENT TOTAL* STORM** I INCREMENT TOTAL* STORM** I !� TIME RAINFALL EXCESS HYDROGRAPH I TIME RAINFALL EXCESS HYDROGRAPH I ( MIN. ) ( IN) PRECIP (CFS) I ( MI N. ) ( IN) PRECIP ( CFS) I - I I 79 ^ 0. 0. 00 0. 000 0. 65. 0. 11 0. 061 9. 5. 0.03 0. 000 0. 70. 0. 05 0.007 9. 10. 0.08 0. 001 0. 75. 0. 05 0.007 9. 15. 0.12 0. 001 0. 80. 0. 03 0.001 8. .... 20. 0. 22 0. 002 0. 85. 0. 03 0.001 8. 25, 0. 38 0. 006 0. 90. 0. 03 0.001 B. 30. 0. 68 0. 113 2. 95. 0.03 0.001 8. 35. 0. 38 0. 321 6. 100. 0.03 0.001 B. 40. 0. 22 0. 164 8. 105. 0.03 0.001 B. - 45. 0.17 0. 118 9. 110. 0. 03 0.001 7. 50. 0.14 0.087 9. 115. 0. 03 0.001 4. 55. 0. 11 0. 060 9. 120. 0. 03 0.001 3. 60. 0. 11 0. 061 9. I25. 0. 00 0. 000 2. -. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 73 ACRE-FEET PEAK Q = 9. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET.=0.00 IN. RATIONAL FORMULA C = 0. 33 - I = 5. 9 INCHES/HOUR A = 8. 6 ACRES Q = 17. CFS 1 U.D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 52 -- BASIN COMMENT: Pond 2. 26 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) ( PCT) (FT/FT) ( MIN) 0. 01 0. 18 0.07 7.60 0.0990 5. 00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 145 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS -. AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 15. 28 1115. 27 9.26 0. 44 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 25) --�. 80 WIDTH AT 50 = 27. MIN. WIDTH AT 75 = 14. MIN. K50 =0. 17 K75 =0. 23 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 5. 70. 6. 5. 8. 40. 5. 75. 7. 10. 8. 45. 5. 80. 7. 15. 5. 50. 5. 85. 7. _ 20. 7. 55. 6. 90. 7. 25. 6. 60. 6. 95. 0. 30. 5. 65. 6. 0. 0. - 1 BASIN ID: 52 -- BASIN COMMENT: Pond 2.26 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR - INCREMENT TOTAL* STORM" INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 70. 0.05 0.007 5. 5. 0. 03 0.000 0. 75. 0.05 0. 007 5. 10. 0. 08 0. 001 0. 80. 0. 03 0. 001 5. ^ 15. 0. 12 0. 001 0. 85. 0. 03 0. 001 5. 20: 0.22 0. 002 0. 90. 0. 03 0. 001 6. 25. 0. 36 0.006 0. 95. 0. 03 0. 001 6. 30. 0. 68 0. 113 1. 100. 0.03 0.001 6. 35. 0. 38 0. 321 4. 105. 0. 03 0.001 6. 40. 0. 22 0. 164 5. 110. 0. 03 0. 001 7. 45. 0. 17 0. 118 5. 115. 0. 03 0. 001 7. 50. 0. 14 0. 087 5. 120. 0. 03 0. 001 6. - 55. 0. 11 0.060 5. 125. 0. 00 0. 000 4. 60. 0. 11 0.061 5. 130. 0. 00 0. 000 3. 65. 0. 11 0. 061 5. 135. 0.00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME - ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW - TOTAL PRECIP. = 3.12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 0. 45 ACRE-FEET PEAK Q = 7. CFS TIME OF PEAK = 115. MIN. INFILT. = 4.50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR a MAX. PERV. RET.=1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0.33 I = 6.1 INCHES/HOUR A = 5. 3 ACRES - Q = 11. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 a, DRAW FARMS FILING NO. 2 BASIN ID: 521 -- BASIN COMMENT: Pond 2.26 ( 5. 21) 81 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION .--. ( SQMI) ( MI) ( MI) ( POT) ( FT/FT) ( MEN) 0. 07 0. 29 0. 16 7. 60 0. 0107 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) - 0. 135 0. 199 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0.08 D= 0. 15 �' CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( MEN) ( MIN) ( CFS/SOME) ( CFS) (AF) 7. 50 18. 61 1525. 56 102. 21 3. 57 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 7. 96) WIDTH AT 50 = 20. MIN. WIDTH AT 75 = 10. MEN. K50 x. 23 K75 =0. 31 RAINFALL LOSSES INPUT W/ BASIN DATA .-. MAX. PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH ^ 0. 0. 25. 46. 50. 16. 5. 87. 30. 37. 55. 13. 10. 93. 35. 30. 60. 10. 15. 75. 40. 24. 65. 8. 20. 59. 45. 20. 70. 0. 1 BASIN ID: 521 -- BASIN COMMENT: Pond 2.26 ( 5. 21) **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MEN. ) ( IN) PRECIP ( CFS) ( MEN. ) ( IN) PRECIP ( CFS) - 0. 0. 00 0.000 0. 60. 0. 11 0. 061 48. 5. 0. 03 0. 000 0. 65. 0. 11 0.061 45. 10. 0. 08 0. 001 0. 70. 0.05 0. 007 38. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 31. 20. 0. 22 0. 002 0. B0. 0. 03 0.001 25. ^ 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 21. 30. 0. 68 0. 113 11. 90. 0. 03 0. 001 17. 35. 0. 38 0. 321 39. 95. 0. 03 0. 001 13. l-. 40. 0. 22 0. 164 53. 100. 0. 03 0.001 8. - 45. 0. 17 0.118 57. 105. 0. 03 0. 001 6. 82 - ..� 50. 0. 14 0.087 56. I 110. 0. 03 0. 001 4. 55. 0. 11 0. 060 51. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 3. 64 ACRE-FEET PEAK Q = 57. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 _ I = 5. 5 INCHES/HOUR A = 42. 9 ACRES Q = 77. CFS 1 U.D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHP£/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 53 -- BASIN COMMENT: Pond 2.26 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMII ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.03 0. 22 0.03 7. 60 0. 0173 5. 00 ^ COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 173 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAR TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) 7. 50 16. 39 1326. 66 35. 02 1. 41 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 54) WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MIN. K50 0. 20 K75 =0.27 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1.00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH I HYDROGRAPH I HYDROGRAPH I - I I 83 0. 0. 30. 16. 60. 9. ,,,,� 5. 30. 35. 15. 65. 9. 10. 32. 40. 13. 70. 8. - 15. 24. 45. 12. 75. 0. 20. 23. 50. 11. 0. 0. 25. 18. 55. 10. 0. 0. 1 BASIN ID: 53 -- BASIN COMMENT: Pond 2. 26 — **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) -- 0. 0. 00 0.000 0. 60. 0. 11 0. 061 18. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 18. 10. 0. 08 0.001 0. 70. . 0.05 0. 007 17. - 15. 0. 12 0.001 0. 75. 0. 05 0. 007 15. 20. 0. 22 0.002 0. 80. 0.03 0. 001 14. 25. 0. 38 0.006 0. 85. 0. 03 0. 001 12. 30. 0. 68 0. 113 4. 90. 0. 03 0. 001 11. 35. 0. 38 0. 321 13. 95. 0. 03 0. 001 10. 40. 0. 22 0. 164 18. 100. 0. 03 0. 001 8. 45. 0. 17 0.118 19. 105. 0. 03 0. 001 6. 50. 0. 14 0.087 20. 110. 0. 03 0.001 4. 55. 0. 11 0.060 19. 115. 0. 03 0. 001 3. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 44 ACRE-FEET PEAK Q = 20. CFS TIME OF PEAK = 50. MIN. - INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. . 00 IN. RATIONAL FORMULA C = 0. 33 - I = 5. 9 INCHES/HOUR A = 16.9 ACRES Q = 32. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 - CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 ^ DRAW FARMS FILING NO. 2 BASIN ID: 54 -- BASIN COMMENT: Pond 2. 27 — AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 11 0. 53 0.17 7. 60 0. 0107 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) - 0. 135 0.213 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES ---. - FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS 84 - AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT 1 ( DEFAULT ) _ R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH - TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) (CFS) (AF) 7. 50 25. 56 1634. 69 173. 60 5. 66 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 10. 08) WIDTH AT 50 = 18. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 25 K75 =0. 33 - RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 56. 60. 13. 5. . 148. 35. 44. 65. 10. 10. 159. 40. 34. 70. 8. 15. 124. 45. 27. 75. 0. _ ^ 20. 95. 50. 21. 0. 0. 25. 72. 55. 16. 0. 0. 1 BASIN ID: 54 -- BASIN COMMENT: Pond 2. 27 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM" INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 65. 0. 11 0. 061 70. 5. 0.03 0. 000 0. 70. 0. 05 0.007 58. 10. 0. 08 0.001 0. 75. 0. 05 0.007 47. - 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 37. 20. 0. 22 0. 002 1. 85. 0. 03 0. 001 29. 25. 0.38 0. 006 2. 90. 0.03 0. 001 22. 30. 0.68 0. 113 18. 95. 0.03 0. 001 18. 35. 0. 38 0. 321 67. 100. 0. 03 0. 001 13. 40. 0. 22 0. 164 90. 105. 0. 03 0. 001 9. 45. 0. 17 0. 118 94. 110. 0. 03 0.001 6. 50. 0. 14 0. 087 91. 115. 0. 03 0.001 4. 55. 0.11 0. 060 83. 120. 0. 03 0.001 3. - 60. 0.11 0. 061 76. 125. 0.00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW r TOTAL PRECI P. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 5.78 ACRE-FEET _ PEAK Q = 94. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR 85 MAX. PERV.RET. =1. 00 IN. MAX. IMP. RET. =D. 00 IN. RATIONAL FORMULA C = 0. 33 I = 4. 6 INCHES/HOUR - A = 68. 0 ACRES Q = 103. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 - PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 55 -- BASIN COMMENT: Pond 2. 35 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION - ( SQl ) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 02 0. 16 0. 09 7.60 0. 0235 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0. 160 - THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED - IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH �-- TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MEN) (CFS/SQMI) ( CFS) ( AF) - 7. 50 14. 72 1228. 33 19. 41 0. 84 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 07) WIDTH AT 50 = 24. MIN. WIDTH AT 75 = 13. MIN. K50 =0.18 K75 =0.25 - RAINFALL LOSSES INPUT WI BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. -- INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 10. 60. 8. 5. 17. 35. 9. 65. 8. - 10. 18. 40. 9. 70. 8. 15. 13. 45. 9. 75. 8. 20. 13. 50. 9. 80. 0. 25. 11. 55. 8. 0. 0. - 1 BASIN ID: 55 -- BASIN COMMENT: Pond 2. 35 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR - 86 _ INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** - TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 65. 0. 11 0. 061 11. 5. 0. 03 0. 000 0. 70. 0. 05 0. 007 10. 10. 0. 08 0. 001 0. 75. 0. 05 0. 007 10. 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 9. 20. 0. 22 0. 002 0. 85. 0. 03 0. 001 9. - 25. 0. 38 0.006 0. 90. 0. 03 0. 001 9. 30. 0. 68 0. 113 2. 95. 0. 03 0. 001 8. 35. 0. 38 0. 321 7. 100. 0. 03 0. 001 8. 40. 0. 22 0. 164 10. 105. 0. 03 0. 001 7. 'a 45. 0. 17 0. 118 10. 110. 0. 03 0. 001 5. 50. 0. 14 0. 087 11. 115. 0. 03 0. 001 3. 55. 0. 11 0. 060 11. 120. 0. 03 0. 001 2. 60. 0. 11 0. 061 11. 125. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 86 ACRE-FEET PEAK Q = 11. CFS TIME OF PEAK = 50. MIN. INFI LT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6.2 INCHES/HOUR - A = 10.1 ACRES Q = 20. CFS 1 U. D. F. C.D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 .-, DRAW FARMS FILING NO. 2 BASIN ID: 56 -- BASIN COMMENT: Pond 2. 35 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 01 0.06 0. 06 7. 60 0. 0698 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 145 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS - AREA RECEIVING AREA DIRECTLY CONNECTED I MPERVIOUS DRAINAGE TO DRAINAGE SYSTEM (. DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH a- TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) .- 7. 50 11.67 1117. 27 9. 39 0.45 87 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, - REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 48) WIDTH AT 50 = 27. MIN. WIDTH AT 75 = 14. MIN. K50 =0. 17 K75 =0. 23 - RAINFALL LOSSES INPUT WI BASIN DATA MAX PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. - TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 5. 70. 6. 5. S. 40. 5. 75. 7. 10. 8. 45. 5. 80. 7. - 15. 5. 50. 5. 85. 7. 20. 7. 55. 6. 90. 0. 25. 6. 60. 6. 0. 0. 30. 5. 65. 6. 0. 0. - 1 BASIN ID: 56 -- BASIN COMMENT: Pond 2. 35 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR — INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 65. 0.11 0. 061 6. - 5. 0.03 0. 000 0. 70. 0. 05 0. 007 5. 10. 0. 08 0. 001 0. 75. 0. 05 0. 007 5. 15. 0.12 0. 001 0. 80. 0.03 0. 001 5. 20. 0. 22 0. 002 0. 85. 0. 03 0.001 6. 25. 0. 38 0. 006 0. 90. 0. 03 0. 001 6. - 30. 0. 68 0. 113 1. 95. 0. 03 0. 001 6. 35. 0. 38 0. 321 4. 100. 0. 03 0.001 6. 40. 0. 22 0.164 5. 105. 0. 03 0. 001 6. 45. 0. 17 0. 118 5. 110. 0. 03 0. 001 7. - 50. 0. 14 0. 087 5. 115. 0. 03 0. 001 6. 55. 0. 11 0. 060 5. 120. 0. 03 0. 001 4. 60. 0. 11 0. 061 5. 125. 0. 00 0. 000 3. * LESS ANY WATER QUALITY CAPTURE VOLUME - ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 46 ACRE-FEET PEAK Q = 7. CFS TIME OF PEAK = 110. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0.60 IN/HR - MAX PERT. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 1 = 6. 8 INCHES/HOUR A = 5. 4 ACRES - 0 = 12. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT TER) SEPTEMBER 10, 1998 88 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 57 -- BASIN COMMENT: Pond 2. 31 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION 1 SOME) ( MI) (MI) ( PCT) (FT/FT) ( MIN) 0.01 0. 08 0. 06 7. 60 0. 0374 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 142 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS - AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0.08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFSI ( AF) 7. 50 12. 22 1091. 74 7. 86 0. 38 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 84) WIDTH AT 50 = 27. MIN. WIDTH AT 75 = 14. MIN. K50 =0. 16 K75 =0. 22 RAINFALL LOSSES INPUT W/ BASIN DATA .= MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNINFL = 0. 60 IN. /HR. _ TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 4. 70. 6. 5. 7. 40. 4. 75. 6. 10. 7. 45. 5. 80. 7. 15. 4. 50. 5. 85. 7. 20. 6. 55. 5. 90. 7. 25. 5. 60. 5. 95. 0. 30. 4. 65. 6. 0. 0. 1 BASIN ID: 57 -- BASIN COMMENT: Pond 2. 31 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) r 0. 0.00 0. 000 0. 70. 0. 05 0. 007 5. 5. 0.03 0. 000 0. 75. 0. 05 0. 007 5. 89 10. 0. 08 0.001 0. 80. 0.03 0.001 5. 15. 0.12 0. 001 0. 85. 0. 03 0. 001 5. 20. 0. 22 0. 002 0. 90. 0. 03 0. 001 5. 25. 0.38 0. 006 0. ! 95. 0. 03 0.001 5. - 30. 0.68 0. 113 1. I 100. 0. 03 0.001 6. 35. 0. 38 0. 321 3. 105. 0. 03 0.001 6. 40. 0. 22 0. 164 4. 110. 0. 03 0. 001 6. 45. 0. 17 0. 118 4. 115. 0. 03 0.001 6. 50. 0. 14 0. 087 5. 120. 0. 03 0. 001 6. - 55. 0. 11 0.060 5. 125. 0. 00 0. 000 4. 60. 0. 11 0. 061 4. 130. 0. 00 0. 000 3. 65.. 0. 11 0.061 5. 135. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3.12 (1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 39 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 115. MIN. INFI LT. = 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR - MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6.7 INCHES/HOUR - A = 4.6 ACRES Q = 10. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17:47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 58 -- BASIN COMMENT: Pond 2. 28 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION - ( SONI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 01 0. 14 0.09 7. 60 0. 0116 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 142 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED - IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) - 7. 50 12. 61 1089. 45 7.74 0. 38 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 39) - WIDTH AT 50 = 28. MIN. WIDTH AT 75 = 14. NUN. K50 =0.16 K75 =0. 22 90 - RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0.60 IN. /HR. a TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH - 0. 0. 35. 4. 70. 6. 5. 7. 40. 4. 75. 6. 10. 7. 45. 4. 80. 6. 15. 4. 50. 5. 85. 7. 20. 6. 55. 5. 90. 7. 25. 5. 60. 5. 95. 0. 30. 4. 65. 6. 0. 0. 1 BASIN ID: 58 -- BASIN COMMENT: Pond 2.28 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0.000 0. 70. 0.05 0.007 5. 5. 0. 03 0. 000 0. 75. 0. 05 0.007 5. 10. 0. 08 0. 001 0. 80. 0. 03 0.001 5. 15. 0. 12 0. 001 0. 85. 0. 03 0. 001 5. "^ 20. 0.22 0. 002 0. 90. 0. 03 0. 001 5. 25. 0.38 0. 006 0. 95. 0.03 0. 001 5. 30. 0.68 0.113 1. 100. 0.03 0. 001 5. 35. 0. 38 0. 321 3. 105. 0.03 0. 001 6. - 40. 0. 22 0. 164 4. 110. 0. 03 0. 001 6. 45. 0. 17 0. 118 4. 115. 0. 03 0. 001 6. 50. 0.14 0.087 4. 120. 0. 03 0. 001 6. 55. 0.11 0.060 4. 125. 0. 00 0. 000 4. .-. 60. 0. 11 0. 061 4. 130. 0.00 0. 000 3. 65. 0. 11 0. 061 5. 135. 0.00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 39 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 115. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR A = 4. 5 ACRES Q = 10. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 59 -- BASIN COMMENT: Pond 2. 28 91 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) - . 0. 01 0. 15 0. 06 7. 60 0. 0138 5.00 _ COEFFICIENT COEFFICIENT ( REFLECTING TINE TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 155 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 11. 89 1190. 14 15. 23 0.68 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 95) WIDTH AT 50 = 25. MIN. WIDTH AT 75 = 13. MIN. K50 =0. 18 K75 x. 24 RAINFALL LOSSES INPUT WI BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. '-, INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. - TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 8. 60. 7. -- 5. 13. 35. 8. 65. 7. 10. 14. 40. 8. 70. 7. 15. 10. 45. 8. 75. 7. 20. 11. 50. 8. 80. 7. 25. 9. 55. 8. 85. 0. 1 BASIN ID: 59 -- BASIN COMMENT: Pond 2. 28 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) - 0. 0.00 0. 000 0. 65. 0. 11 0. 061 9. 5. 0.03 0. 000 0. 70. 0. 05 0. 007 8. 10. 0.08 0. 001 0. 75. 0. 05 0. 007 8. 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 8. 20. 0. 22 0. 002 0. 85. 0. 03 0. 001 8. 25. 0. 38 0. 006 0. 90. 0. 03 0.001 8. 30. 0. 68 0. 113 -. 95. 0. 03 0. 001 8. 35. 0. 38 0. 321 6. 100. 0. 03 0.001 8. "--. 40. 0. 22 0. 164 B. 105. 0.03 0. 001 8. _ 45. 0. 17 0. 118 6. 110. 0. 03 0.001 7. 92 50. 0. 14 0.087 9. I 115. 0. 03 0. 001 4. 55. 0. 11 0. 060 9. I 120. 0. 03 0.001 3. I 60. 0. 11 0. 061 9. I 125. 0. 00 0. 000 2. I * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 0. 70 ACRE-FEET PEAK Q = 9. CFS TIME OF PEAK = 65. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 8 INCHES/HOUR A = B. 2 ACRES 0 = 18. CFS 1 U.D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 - DRAW FARMS FILING NO. 2 BASIN ID: 60 -- BASIN COMMENT: Pond 2. 28 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) (MI) ( PCT) ( FT/FT) ( MIN) 0. 10 0. 45 0. 18 7. 60 0.0258 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0.210 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES - FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SOME) ( CFS) ( AF) 7. 50 23. 33 1615. 85 158. 84 5. 24 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 8.29) WIDTH AT 50 = 19. MIN. WIDTH AT 75 = 10. MIN. K50 =0. 24 K75 =0. 33 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT I TIME UNIT I TIME UNIT I HYDROGRAPH I HYDROGRAPH I HYDROGRAPH I 93 0. 0. 30. 53. 60. 12. 5. 136. 35. 41. 65. 10. - 10. 145. 40. 32. 70. 8. 15. 114. 45. 25. 75. 0. 20. 88. 50. 20. 0. 0. 25. 67. 55. 16. 0. 0. 1 BASIN ID: 60 -- BASIN COMMENT: Pond 2. 28 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR — INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH - ( MIN. ) ( IN) PRECIP (CFS) (MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 65. 0. 11 0. 061 65. 5. 0. 03 0. 000 0. 70. 0. 05 0. 007 54. - 10. 0. 08 0. 001 0. 75. 0. 05 0.007 44. 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 34. 20. 0. 22 0. 002 1. 85. 0.03 0. 001 27. 25. 0. 38 0. 006 1. 90. 0. 03 0. 001 21. _ 30. 0. 68 0. 113 17. 95. 0. 03 0. 001 17. 35. 0. 38 0. 321 61. 100. 0. 03 0. 001 13. 40. 0. 22 0. 164 83. 105. 0. 03 0. 001 8. 45. 0. 17 0. 118 87. 110. 0. 03 0. 001 6. 50. 0. 14 0. 087 84. 115. 0. 03 0. 001 4. - 55. 0. 11 0. 060 76. 120. 0.03 0. 001 3. 60. 0. 11 0.061 70. 125. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME - ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECIP. = 1. 020 INCHES - VOLUME OF EXCESS PRECIP = 5. 35 ACRE-FEET PEAR Q = 87. CFS TIME OF PEAR = 45. MEN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. - RATIONAL FORMULA C = 0. 33 I = 4. 9 INCHES/HOUR A = 62. 9 ACRES Q = 100. CFS - 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 61 -- BASIN COMMENT: Pond 2. 31 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SOME) ( ME) ( MI) ( PCT) ( FT/FT) ( MEN) - 0. 04 0. 19 0.10 7. 60 0. 0238 5. 00 COEFFICIENT COEFFICIENT - ( REFLECTING TIME TO PEAK) ( RELATED TO PEAR RATE OF RUNOFF) 0.135 0. 183 --1 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES - 94 - ~ FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED - IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM , ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MEN) ( MIN) (CFS/SQMI) ( CFS) ( AF) 7. 50 15. 56 1405. 54 54. 53 2.07 *** NOTE : THE TINE TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 51) --- WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 =0.21 K75 =0.29 RAINFALL LOSSES INPUT W/ BASIN DATA _ MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TINE UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 27. 50. 13. 5. 47. 30. 23. 55. 11. 10. 50. 35. 20. 60. 9. 15. 40. 40. 17. 65. 8. 20. 34. 45. 15. 70. 0. 1 BASIN ID: 61 -- BASIN COMMENT: Pond 2. 31 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 27. 5. 0. 03 0.000 0. 65. 0. 11 0.061 27. 10. 0. 08 0.001 0. 70. 0. 05 0. 007 23. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 20. 20. 0.22 0. 002 0. 80. 0. 03 0. 001 17. 25. 0. 38 0.006 0. 85. 0. 03 0.001 15. 30. 0. 68 0.113 6. 90. 0. 03 0.001 13. 35. 0. 38 0. 321 21. 95. 0.03 0. 001 10. 40. 0.22 0. 164 28. 100. D. 03 0. 001 7. 45. 0. 17 0.118 31. 105. 0. 03 0. 001 5. 50. 0. 14 0.087 31. 110. 0. 03 0.001 3. 55. 0. 11 0. 060 29. 115. 0. 03 0.001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 11 ACRE-FEET a. PEAK Q = 31. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR 95 MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 0 INCHES/HOUR - A = 24. 8 ACRES Q = 49. CFS 1. U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A 132-BIT VER) SEPTEMBER 10, 1998 - PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 - BASIN ID: 62 -- BASIN COMMENT: Pond 2. 32 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 16 0. 38 0. 33 7. 60 0. 0095 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 226 _ THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH .---. TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 11. 66 19. 78 949. 00 151. 75 8. 53 WIDTH AT 50 = 32. MIN. WIDTH AT 75 = 16. MIN. K50 =0. 22 X75 =0. 30 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 45. 59. 90. 17. 5. 83. 50. 52. 95. 15. 10. 148. 55. 45. 100. 13. - 15. 142. 60. 39. 105. 11. 20. 115. 65. 34. 110. 10. 25. 108. 70. 29. 115. 8. 30. 94. 75. 26. 120. 0. -- 35. 80. 80. 22. 0. 0. 40. 68. 85. 19. 0. 0. 1 BASIN ID: 62 -- BASIN COMMENT: Pond 2. 32 **** STORM Na = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** I INCREMENT TOTAL* STORM** I 96 ^ TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( FUN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP (CFS) 0. 0. 00 0. 000 0. 85. 0.03 0. 001 60. 5. 0. 03 0. 000 0. 90. 0. 03 0. 001 52. 10. 0. 08 0.001 0. 95. 0. 03 0. 001 45. 15. 0. 12 0. 001 0. 100. 0. 03 0. 001 39. 20. 0. 22 0. 002 1. 105. 0.03 0. 001 34. 25. 0. 38 0. 006 1. 110. 0. 03 0. 001 30. 30. 0. 68 0.113 11. 115. 0. 03 0. 001 26. 35. 0. 38 0. 321 45. 120. 0. 03 0. 001 23. 40. 0. 22 0. 164 78. 125. 0. 00 0.000 20. 45. 0. 17 0. 118 94. 130. 0.00 0. 000 18. 50. 0. 14 0. 087 98. 135. 0. 00 0. 000 15. 55. 0. 11 0. 060 100. 140. 0. 00 0. 000 13. .4. 60. 0. 11 0. 061 97. 145. 0. 00 0. 000 11. 65. 0. 11 0.061 95. 150. 0.00 0.000 7. 70. 0. 05 0.007 88. 155. 0.00 0. 000 5. 75. 0. 05 0. 007 78. 160. 0. 00 0. 000 3. 80. 0. 03 0. 001 68. 165. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 8. 70 ACRE-FEET PEAK Q = 100. CFS TIME OF PEAK = 55. MIN. INFILT. = 4. 50 IN/HR DECAY x. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0.33 '..., I. = 5. 3 INCHES/HOUR A = 102. 3 ACRES Q = 178. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 63 -- BASIN COMMENT: Pond 2. 29 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) - 0. 03 0. 21 0.09 7. 60 0.0063 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.174 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH /"1"- TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 97 7. 50 12. 50 1334.80 36. 71 1. 47 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 44) - WIDTH AT 50 = 22. MIN. WIDTH AT 75 = 12. MIN. K50 =0. 20 K75 =0. 27 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1.00 IN. MAX IMPERVIOUS RET. =0.00 IN. - INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT I TIME UNIT TIME UNIT _ HYDROGRAPH I HYDROGRAPH HYDROGRAPH 0. 0. 30. 17. 60. 9. 5. 31. I 35. 15. 65. 9. ^ 10. 33. I 40. 14. 70. 8. 15. 26. 45. 13. 75. 0. 20. 24. 50. 11. 0. 0. 25. 19. I 55. 10. 0. 0. - 1 BASIN ID: 63 -- BASIN COMMENT: Pond 2.29 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR — INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH - ( MIN. ) ( IN) PRECIP (CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 60. 0. 11 0. 061 19. _ 5. 0. 03 0.000 0. 65. 0. 11 0. 061 19. 10. 0.08 0.001 0. 70. 0. 05 0. 007 17. 15. 0. 12 0.001 0. 75. 0. 05 0.007 16. 20. 0. 22 0.002 0. 80. 0.03 0. 001 14. 25. 0. 38 0.006 0. 85. 0.03 0. 001 13. - 30. 0. 68 0.113 4. 90. 0. 03 0. 001 11. 35. 0. 38 0. 321 14. 95. 0. 03 0. 001 10. 40. 0. 22 0.164 19. 100. 0. 03 0. 001 9. 45. 0. 17 0. 118 20. 105. 0. 03 0.001 6. 50. 0. 14 0. 087 21. 110. 0. 03 0.001 4. 55. 0. 11 0. 060 20. 115. 0.03 0.001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW ^ TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES --. VOLUME OF EXCESS PRECIP = 1. 50 ACRE-FEET PEAK Q = 21. CFS TIME OF PEAK = 50. MEN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR MAX. PERV. RET.=1. 00 IN. MAX. IMP. RET. =0. 00 IN. - RATIONAL FORMULA C = 0. 33 I = 6.6 INCHES/HOUR A = 17.6 ACRES Q = 38. CFS - 1 U. D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 98 DRAW FARMS FILING NO. 2 BASIN ID: 64 -- BASIN COMMENT: Pond 2. 30 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( IC) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 02 0. 16 0. 09 7. 60 0. 0047 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.167 "'� THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 0= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) (CFS) ( AF) -- 7. 50 12. 78 1285. 52 27. 51 1. 14 _ *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, ^ REPLACING THE ONE COMPUTED BY CUHPF (TP= 6. 43) WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MIN. K50 =0. 19 K75 =0.26 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 13. 60. 9. 5. 23. 35. 12. 65. 8. -- 10. 25. 40. 12. 70. 8. 15. 19. 45. 11. 75. 7. 20. 18. 50. 10. 80. 0. 25. 15. 55. 10. 0. 0. 1 BASIN ID: 64 -- BASIN COMMENT: Pond 2.30 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP (CFS) .4,-. 0. 0. 00 0.000 0. 65. 0.11 0. 061 15. 5. 0. 03 0.000 0. 70. 0. 05 0. 007 14. _ 10. 0. 08 0.001 0. 75. 0. 05 0. 007 13. 15. D. 12 0.001 0. 80. 0. 03 0. 001 12. 99 20. 0. 22 0. 002 0. 85. 0.03 0. 001 11. 25. 0. 38 0.006 0. 90. 0.03 0. 001 10. 30. 0. 68 0. 113 3. 95. 0. 03 0. 001 10. 35. 0. 38 0. 321. 11. 100. 0. 03 0. 001 9. - 40. 0. 22 0. 164 14. 105. 0.03 0. 001 8. 45. 0. 17 0.118 15. 110. 0.03 0. 001 5. 50. 0. 14 0. 087 16. 115. 0.03 0. 001 4. 55. 0. 11 0. 060 15. 120. 0. 03 0. 001 2. 60. 0. 11 0.061 15. 125. 0. 00 0. 000 2. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 16 ACRE-FEET _ PEAK Q = 16. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR A = 13.7 ACRES 0 = 29. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 65 -- BASIN COMMENT: Pond 2. 32 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.01 0. 22 0. 07 7. 60 0.0174 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 155 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 - CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 11. 94 1192.91 15. 51 0. 69 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 30) WIDTH AT 50 = 25. MEN. WIDTH AT 75 = 13. MIN. K50 =0. 18 K75 =0. 24 RAINFALL LOSSES INPUT W/ BASIN DATA 100 - ...., MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =D. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 8. 60. 8. 5. 13. 35. 8. 65. 8. 10. 14. 40. B. 70. 7. - 15. 10. 45. B. 75. 7. 20. 11. 50. B. 80. 7. 25. 9. 55. 8. 85. 0. - 1 BASIN ID: 65 -- BASIN COMMENT: Pond 2. 32 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MEN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 65. 0. 11 0.061 9. 5. 0. 03 0. 000 0. 70. 0. 05 0.007 9. 10. 0. 08 0. 001 0. 75. 0.05 0. 007 e. - 15. 0. 12 0.001 0. 80. 0.03 0. 001 8. 20. 0. 22 0. 002 0. 85. 0.03 0. 001 8. 25. 0. 36 0. 006 0. 90. 0. 03 0. 001 8. 30. 0. 68 0. 113 2. 95. 0. 03 0. 001 8. 35. 0. 38 0. 321 6. 100. 0. 03 0. 001 B. 40. 0. 22 0.164 8. 105. 0. 03 0. 001 8. 45. 0. 17 0. 118 B. 110. 0.03 0. 001 7. 50. 0. 14 0. 087 9. 115. 0.03 0. 001 4. 55. 0. 11 0. 060 9. 120. 0. 03 0. 001 3. 60. 0. 11 0. 061 9. 125. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES - VOLUME OF EXCESS PRECIP = 0. 71 ACRE-FEET PEAK Q = 9. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX PERV. RET. =1.00 IN. MAX. IMP. RET.=0. 00 IN. - RATIONAL FORMULA C = 0.33 I = 6.8 INCHES/HOUR A = 8. 3 ACRES Q = 18. CFS - 1 U.D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 - BASIN ID: 66 -- BASIN COMMENT: Pond 2. 32 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION /' ( SQMII ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 00 0. 09 0. 04 7.60 0. 0109 5. 00 101 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) ,--- 0. 135 0. 131 - THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS _ AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT I R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MEN) ( MINI ( CFS/SQPII) ( CFS) ( AF) 7. 50 11. 28 1003. 31 4.11 0. 22 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4.13) WIDTH AT 50 = 30. MIN. WIDTH AT 75 = 16. MIN. K50 =0. 15 K75 =0. 20 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT - HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 40. 2. 80. 5. - 5. 4. 45. 3. 85. 5. 10. 4. 50. 3. 90. 6. 15. 2. 55. 3. 95. 6. 20. 3. 60. 3. 100. 7. 25. 3. 65. 4. 105. 0. -. 30. 2. 70. 4. 0. 0. 35. 2. 75. 4. 0. 0. 1 BASIN ID: 66 -- BASIN COMMENT: Pond 2. 32 —. **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP (CFS) 0. 0. 00 0.000 0. 75. 0.05 0. 007 3. 5. 0. 03 0. 000 0. 80. 0.03 0. 001 3. 10. 0. 08 0. 001 0. 85. 0.03 0. 001 3. - 15. 0.12 0. 001 0. 90. 0. 03 0. 001 3. 20. 0. 22 0. 002 0. 95. 0.03 0. 001 3. 25. 0. 38 0. 006 0. 100. 0. 03 0. 001 4. 30. 0. 68 0. 113 0. 105. 0. 03 0. 001 4. 35. 0. 38 0. 321 2. 110. 0. 03 0. 001 4. -. 40. 0. 22 0. 164 2. 115. 0. 03 0. 001 5. 45. 0. 17 0.118 2. 120. 0. 03 0. 001 5. 50. 0. 14 0.087 2. 125. 0. 00 0. 000 6. .-^'-. 55. 0. 11 0.060 2. 130. 0. 00 0. 000 5. - 60. 0. 11 0.061 2. 135. 0. 00 0. 000 3. 102 65. 0.11 0. 061 2. 140. 0. 00 0. 000 2. 70. 0. 05 0. 007 2. 145. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 22 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 125. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 9 INCHES/HOUR A = 2. 6 ACRES Q = 6. CFS 1 U.D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 67 -- BASIN COMMENT: Pond 2. 32 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQbII) ( ?C) ( MI) ( PCT) ( FT/FT) ( MIN) 0.01 0. 12 0.04 7. 60 0. 0215 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.143 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0.08 0= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 11.28 1096. 23 8. 11 0. 39 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4.15) WIDTH AT 50 = 27. MIN. WIDTH AT 75 = 14. MIN. K50 0. 16 1(75 =0. 22 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNI NFL = 0. 60 IN. /HR. _ TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH I HYDROGRAPH I HYDROGRAPH I I I 103 0. 0. 35. 4. 70. 6. 5. 7. 40. 4. 75. 6. 10. 7. 45. 5. 80. 7. 15. 5. 50. 5. 85. 7. 20. 6. 55. 5. 90. 7. 25. 5. 60. 5. 95. 0. 30. 4. 65. 6. 0. 0. - 1 BASIN ID: 67 -- BASIN COMMENT: Pond 2. 32 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR — INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH (MIN. ) ( IN) PRECIP (CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 70. 0. 05 0. 007 5. 5. 0.03 0. 000 0. 75. 0. 05 0. 007 5. - 10. 0. 08 0. 001 0. 80. 0. 03 0. 001 5. 15. 0. 12 0.001 0. 85. 0.03 0. 001 5. 20. 0. 22 0.002 0. 90. 0.03 0. 001 5. 25. 0. 38 0. 006 0. 95. 0. 03 0. 001 5. - 30. 0. 68 0. 113 1. ' 100. 0. 03 0.001 6. 35. 0. 38 0. 321 3. 105. 0. 03 0.001 6. 40. 0. 22 0. 164 4. 110. 0. 03 0. 001 6. 45. 0. 17 0.118 4. 115. 0. 03 0. 001 6. 50. 0. 14 0. 087 5. 120. 0.03 0. 001 6. 55. 0. 11 0. 060 5. 125. 0.00 0. 000 4. 60. 0. 11 0. 061 5. 130. 0.00 0. 000 3. 65. 0. 11 0. 061 5. 135. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ... ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 40 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 115. MIN. INFILT.= 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR - MAX. PERV.RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 9 INCHES/HOUR - A = 4. 7 ACRES Q = 11. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A (32-BIT VER) SEPTEMBER 10, 1998 ', PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 68 -- BASIN COMMENT: Pond 2. 32 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( I) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 04 0. 08 0. 04 7.60 0.0474 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAR RATE OF RUNOFF) 0. 135 0.186 104 r THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT 1 ( DEFAULT ) R= 0. 08 O= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( MIN) ( MIN) ( CFS/SOME) ( CFS) ( AF) 7. 50 11.28 1432. 30 63. 02 2. 35 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 3. 58) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 =0. 21 K75 =0.29 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. s. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 30. 50. 13. '.... 5. 54. 30. 26. 55. 11. 10. 57. 35. 22. 60. 9. 15. 47. 40. 18. 65. 8. 20. 39. 45. 15. 70. 0. 1 BASIN ID: 68 -- BASIN COMMENT: Pond 2. 32 — **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH - ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 60. 0.11 0. 061 31. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 30. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 26. 15. 0. 12 0. 001 0. 75. 0. 05 0.007 22. 20. 0. 22 0. 002 0. 80. 0. 03 0.001 19. ._ 25. 0.38 0. 006 1. 85. 0. 03 0.001 16. 30. 0.68 0.113 7. 90. 0. 03 0.001 13. 35. 0.38 0. 321 24. 95. 0. 03 0. 001 10. 40. 0. 22 0. 164 33. 100. 0.03 0. 001 7. _ 45. 0. 17 0. 118 35. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 35. 110. 0.03 0. 001 3. 55. 0. 11 0. 060 33. 115. 0.03 0. 001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 39 ACRE-FEET PEAK Q = 35. CFS TIME OF PEAK = 45. MIN. 105 INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 - I = 6. 9 INCHES/HOUR A = 28. 2 ACRES = 64. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 69 -- BASIN COMMENT: Pond 2. 33 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 01 0. 21 0. 05 7. 60 0. 0039 5.00 -� COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAR) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.143 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS - AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF _ ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 11. 50 1100. 63 8. 36 0.41 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 96) WIDTH AT 50 = 27. MIN. WIDTH AT 75 = 14. MIN. K50 =0. 17 F75 =0. 22 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HE TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 4. 70. 6. 5. 7. 40. 5. 75. 6. 10. 8. 45. 5. 80. 7. 15. 5. 50. 5. 85. 7. 20. 6. 55. 5. 90. 7. - 25. 5. 60. 6. 95. 0. 30. 4. 65. 6. 0. 0. 1 BASIN ID: 69 -- BASIN COMMENT: Pond 2. 33 106 •*** STORM N0. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) (MIN. ) (IN) PRECIP ( CFS) - 0. 0. 00 0. 000 0. 70. 0. 05 0. 007 5. 5. 0.03 0. 000 0. 75. 0. 05 0. 007 5. 10. 0. 08 0. 001 0. 80. 0. 03 0. 001 5. 15. 0. 12 0. 001 0. 85. 0. 03 0.001 5. 20. 0. 22 0. 002 0. 90. 0. 03 0.001 5. 25. 0. 38 0. 006 0. 95. 0.03 0. 001 5. 30. 0.68 0. 113 1. 100. 0. 03 0. 001 6. 35. 0. 38 0. 321 3. 105. 0. 03 0. 001 6. 40. 0. 22 0. 164 4. 110. 0. 03 0. 001 6. 45. 0. 17 0. 118 4. 115. 0. 03 0. 001 7. 50. 0. 14 0. 087 5. 120. 0. 03 0. 001 6. - 55. 0. 11 0. 060 5. 125. 0. 00 0.000 4. 60. 0. 11 0. 061 5. 130. 0. 00 0. 000 3. 65. 0. 11 0. 061 5. 135. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW '.. TOTAL PRECIP. = 3.12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 0. 41 ACRE-FEET PEAK Q = 7. CFS TIME OF PEAK = 115. MIN. INFILT.= 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET.=1.00 IN. MAX IMP.RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 9 INCHES/HOUR A = 4. 9 ACRES ..... 0 = 11. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 ^ PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 70 -- BASIN COMMENT: Pond 2. 33 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION `- ( SOME) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 00 0.06 0. 03 7. 60 0.0332 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 119 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF 107 ( MIN) (WN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 10. 83 913.86 2. 01 0.12 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF I TP= 3. 34) - WIDTH AT 50 = 33. MIN. WIDTH AT 75 = 17. MIN. K50 =0. 14 K75 =0. 19 RAINFALL LOSSES INPUT WI BASIN DATA -. MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 45. 1. 90. 4. 5. 2. 50. 1. 95. 4. 10. 2. 55. 2. 100. 5. 15. 1. 60. 2. 105. 5. - 20. 1. 65. 2. 110. 6. 25. 1. 70. 2. 115. 7. 30. 1. 75. 3. 120. 0. 35. 1. 80. 3. 0. 0. 40. 1. 85. 3, 0. 0. 1 BASIN ID: 70 -- BASIN COMMENT: Pond 2.33 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** - TINE RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0.000 0. 80. 0. 03 0. 001 1. -- 5. 0. 03 0.000 0. 85. 0. 03 0. 001 1. 10. 0. 08 0.001 0. 90. 0. 03 0. 001 2. 15. 0. 12 0.001 0. 95. 0. 03 0. 001 2. 20. 0. 22 0.002 0. 100. 0.03 0. 001 2. - 25. 0. 38 0.006 0. 105. 0.03 0. 001 2. 30. 0. 68 0.113 0. 110. 0.03 0. 001 3. 35. 0. 38 0. 321 1. 115. 0.03 0.001 3. 40. 0. 22 0.164 1. 120. 0. 03 0.001 3. 45. 0. 17 0.118 1. 125. 0. 00 0. 000 4. 50. 0. 14 0. 087 1. 130. 0. 00 0.000 4. 55. 0. 11 0.060 1. 135. 0. 00 0. 000 5. 60. 0. 11 0. 061 1. 140. 0. 00 0. 000 5. 65. 0. 11 0.061 1. 145. 0. 00 0. 000 5. - 70. 0. 05 0.007 1. 150. 0. 00 0. 000 3. 75. 0. 05 0.007 1. 155. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME - ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECIP. = 1. 020 INCHES - VOLUME OF EXCESS PRECIP = 0. 12 ACRE-FEET PEAK Q = 5. CFS TIME OF PEAK = 140. MIN. INFILT.= 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR i� MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. - 108 ,.,,1 RATIONAL FORMULA C = 0. 33 I = 7. 1 INCHES/HOUR A = 1. 4 ACRES .- 0 = 3. CFS 1 U. D. F. C. D. CUSP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 71 -- BASIN COMMENT: Pond 2.35 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MINI 0. 01 0. 16 0. 02 7. 60 0. 0282 5.00 "" COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 135 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 0= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MINI ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 10. 56 1039. 72 5. 41 0. 28 -- *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 68) WIDTH AT 50 = 29. MIN. WIDTH AT 75 = 15. MIN. K50 =0. 16 K75 D. 21 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. '.. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0.60 IN./HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 3. 70. 5. - 5. 5. 40. 3. 75. 5. 10. 5. 45. 3. 80. 6. 15. 3. 50. 4. 85. 6. 20. 4. 55. 4. 90. 6. 25. 3. 60. 4. 95. 7. - 30. 3. 65. 4. 100. 0. 1 BASIN ID: 71 -- BASIN COMMENT: Pond 2. 35 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR 109 INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH I MIN. 1 ( IN) PRECIP (CFS) ( MIN. ) (IN) PRECIP (CFS) - 0. 0. 00 0. 000 0. 70. 0. 05 0. 007 3. 5. 0. 03 0.000 0. 75. 0. 05 0. 007 3. 10. 0.08 0.001 0. 80. 0. 03 0.001 3. -. 15. 0. 12 0. 001. 0. 85. 0. 03 0. 001 4. 20. 0. 22 0. 002 0. 90. 0. 03 0. 001 4. 25. 0. 38 0. 006 0. 95. 0. 03 0. 001 4. 30. 0. 68 0. 113 1. 100. 0. 03 0. 001 4. - 35. 0.38 0. 321 2. 105. 0. 03 0. 001 5. 40. 0.22 0. 164 3. 110. 0. 03 0. 001 5. 45. 0. 17 0. 118 3. 115. 0. 03 0. 001 5. 50. 0. 14 0. 087 3. 120. 0. 03 0. 001 6. - 55. 0. 11 0.060 3. 125. 0. 00 0. 000 5. 60. 0. 11 0.061 3. 130. 0. 00 0. 000 3. 65. 0.11 0. 061 3. 135. 0. 00 0. 000 3. * LESS ANY WATER QUALITY CAPTURE VOLUME - ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 28 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 120. MIN. INFILT.= 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 7. 1 INCHES/HOUR A. 3. 3 ACRES - Q = 8. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 - PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 72 -- BASIN COMMENT: Pond 2.33 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION - (SQMI) ( MI) ( MI) ( PCT) ( FT/FT) (MIN) 0.04 0. 17 0. 13 7. 60 0. 0322 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 186 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED - IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH - TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) ^„ - 7. 50 13. 94 1427. 37 61. 38 2. 29 110 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 51) - WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 '.1. 21 K75 =0. 29 RAINFALL LOSSES INPUT W/ BASIN DATA ... MAX. PERVIOUS RET. =1.00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 30. 50. 13. - 5. 52. 30. 25. 55. 11. 10. 56. 35. 21. 60. 9. 15. 45. 40. 18. 65. 8. 20. 38. 45. 15. 70. 0. 1 BASIN ID: 72 -- BASIN COMMENT: Pond 2. 33 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0.061 30. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 29. - 10. 0. 08 0. 001 0. 70. 0. 05 0.007 26. 15. 0. 12 0. 001 0. 75. 0. 05 0.007 22. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 18. 25. 0. 38 0. 006 1. 85. 0. 03 0.001 15. '- 30. 0.68 0. 113 6. 90. 0. 03 0. 001 13. 35. 0. 38 0. 321 24. 95. 0. 03 0. 001 10. 40. 0.22 0.164 32. 100. 0. 03 0.001 7. 45. 0. 17 0.118 34. 105. 0. 03 0.001 5. 50. 0. 14 0.087 34. 110. 0. 03 0. 001 3. 55. 0. 11 0.060 32. 115. 0. 03 0. 001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 34 ACRE-FEET PEAK Q = 34. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 3 INCHES/HOUR A = 27. 5 ACRES Q = 57. CFS - 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 111 BASIN ID: 721 -- BASIN COMMENT: Pond 2. 34 ( 72. 1) AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 02 0. 17 0. 12 7. 60 0. 0384 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 168 -. THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0.08 D= 0. 15 - CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MEN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) -. 7. 50 13. 39 1289. 10 28. 10 1. 16 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5.16) WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MEN. K50 =0.19 K75 =0. 26 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 13. 60. 9. _ 5. 24. 35. 13. 65. 8. 10. 26. 40. 12. 70. 8. 15. 19. 45. 11. 75. 7. 20. 19. 50. 10. 80. 0. - 25. 15. 55. 10. 0. 0. 1 BASIN ID: 721 -- BASIN COMMENT: Pond 2.34 ( 72.1) **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** -, TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP (CFS) ( MIN. ) ( IN) PRECIP (CFS) 0. 0.00 0.000 0. 65. 0. 11 0. 061 15. - 5. 0. 03 0.000 0. 70. 0. 05 0.007 14. 10. 0.08 0.001 0. 75. 0. 05 0.007 13. 15. 0.12 0.001 0. 80. 0. 03 0.001 12. 20. 0. 22 0.002 0. 85. 0.03 0.001 11. - 25. 0.38 0.006 0. 90. 0.03 0.001 10. 112 30. 0. 68 0. 113 3. 95. 0.03 0. 001 10. 35. 0. 38 0. 321 11. 100. 0.03 0. 001 9. 40. 0. 22 0. 164 14. 105. 0.03 0. 001 8. 45. 0. 17 0. 118 15. 110. 0.03 0. 001 5. 50. 0. 14 0. 087 16. 115. 0. 03 0. 001 4. 55. 0. 11 0. 060 15. 120. 0. 03 0. 001 2. 60. 0.11 0. 061 15. 125. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1.19 ACRE-FEET PEAK Q = 16. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY x. 00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 4 INCHES/HOUR A = 14. 0 ACRES Q = 29. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 73 -- BASIN COMMENT: Pond 2. 34 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 04 0. 37 0. 17 7.60 0. 0209 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 185 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES - FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) (CFS/SQMI) ( CFS) ( AF) 7. 50 15.11 1417.73 58.27 2. 19 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 7. 98) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 =0. 21 K75 =0. 29 /3/4. RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. 113 TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 28. 50. 13. 5. 50. 30. 24. 55. 11. - 10. 53. 35. 21. 60. 9. 15. 43. 40. 18. 65. 8. 20. 36. 45. 15. 70. 0. 1 BASIN ID: 73 -- BASIN COMMENT: Pond 2. 34 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) - 0. 0.00 0. 000 0. 60. 0. 11 0.061 29. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 28. 10. 0. 08 0.001 0. 70. 0. 05 0. 007 25. - 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 21. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 18. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 15. 30. 0. 68 0. 113 6. 90. 0. 03 0. 001 13. 35. 0. 38 0.321 22. 95. 0. 03 0. 001 10. 40. 0. 22 0.164 30. 100. 0. 03 0. 001 7. 95. 0. 17 0. 118 33. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 33. 110. 0. 03 0.001 3. 55. 0. 11 0. 060 31. 115. 0. 03 0. 001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2. 24 ACRE-FEET PEAK Q = 33. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX PERV. RET. =1.00 IN. MAX IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 1 INCHES/HOUR A = 26.3 ACRES Q = 52. CFS 1 U.D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 74 -- BASIN COMMENT: Pond 2. 34 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 05 0. 15 0.16 7. 60 0. 0127 5.00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) i"� - 0. 135 0. 191 114 - THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) - R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH - TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MI N) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 14. 61 1469. 07 76.54 2. 78 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 6. 34) WIDTH AT 50 = 20. MIN. WIDTH AT 75 = 11. MIN. K50 =0. 22 K75 =0. 30 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH "-.. 0. 0. 25. 36. 50. 14. 5. 65. 30. 30. 55. 11. 10. 70. 35. 24. 60. 9. 15. 57. 40. 20. 65. 8. - 20. 46. 45. 17. 70. 0. 1 BASIN ID: 74 -- BASIN COMMENT: Pond 2. 34 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP (CFS) - 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 37. 5. 0. 03 0. 000 0. 65. 0.11 0.061 35. 10. 0. 08 0.001 0. 70. 0. 05 0. 007 30. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 25. - 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 21. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 17. 30. 0. 68 0. 113 8. 90. 0. 03 0. 001 14. 35. 0. 38 0.321 29. 95. 0. 03 0. 001 11. 40. 0. 22 0.164 40. 100. 0. 03 0. 001 7. 45. 0. 17 0. 118 43. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 42. 110. 0. 03 0.001 3. 55. 0. 11 0. 060 39. 115. 0. 03 0. 001 2. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2.83 ACRE-FEET 115 PEAK Q = 43. CFS TIME OF PEAK = 45. MIN. IN£ILT. = 4. 50 IN/HR DECAY =0.00180 FNI NF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 2 INCHES/HOUR A = 33. 3 ACRES 0 = 67. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 - DRAW FARMS FILING NO, 2 BASIN ID: 75 -- BASIN COMMENT: Pond 2. 36 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( NII) ( PCT) (FT/FT) ( MEN) 0. 03 0. 24 0. 03 7.60 0.0103 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.172 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME,OF RUNOFF ( MIN) ( MIN) ( CFS/SQML) ( CFS) ( AF) 7. 50 10. 89 1322. 09 34. 11 1. 38 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 77) - WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MIN. K50 =0. 20 1(75 =0. 27 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 16. 60. 9. 5. 29. 35. 14. 65. 9. 10. 31. 40. 13. 70. 8. 15. 24. 45. 12. 75. 0. - 20. 22. 50. 11. 0. 0. 25. 18. 55. 10. 0. 0. 1 BASIN ID: 75 -- BASIN COMMENT: Pond 2. 36 _ 116 '*** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0.00 0. 000 0. 60. 0. 11 0. 061 18. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 18. 10. 0. 08 0. 001 0. 70. 0.05 0. 007 16. 15. 0.12 0.001 0. 75. 0. 05 0. 007 15. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 13. 25. 0. 38 0. 006 0. 85. 0. 03 0.001 12. 30. 0. 68 0.113 4. 90. 0.03 0. 001 11. _ 35. 0. 38 0. 321 13. 95. 0. 03 0. 001 10. 40. 0. 22 0. 164 18. 100. 0. 03 0. 001 8. 45. 0. 17 0. 118 19. 105. 0. 03 0. 001 5. 50. 0.14 0.087 19. 110. 0.03 0. 001 4. 55. 0.11 0. 060 18. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 40 ACRE-FEET PEAR Q = 19. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 7. 0 INCHES/HOUR A = 16. 5 ACRES Q = 38. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 76 -- BASIN COMMENT: Pond 2.34 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQ? ) ( MI) ( MI) (PCT) ( FT/FT) ( MIN) 0.02 0. 22 0. 13 7.60 0.0312 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0.171 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMO ( CFS) ( AF) 117 7. 50 13. 89 1312. 68 32. 29 1. 31 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 89) - WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MIN. K50 =0.20 K75 =0. 27 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. - INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 15. 60. 9. 5. 28. 35. 14. 65. 9. - 10. 29. 40. 13. 70. 8. 15. 22. 45. 12. 75. 0. 20. 21. 50. 11. 0. 0. 25. 17. 55. 10. 0. 0. 1 BASIN ID: 76 -- BASIN COMMENT: Pond 2. 34 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH - .--. ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 17. - 5. 0. 03 0. 000 0. 65. 0.11 0.061 17. 10. 0. 08 0. 001 0. 70. 0.05 0. 007 16. 15. 0. 12 0. 001 0. 75. 0.05 0.007 14. 20. 0. 22 0. 002 0. 80. 0.03 0.001 13. 25. 0. 38 0. 006 0. 85. 0. 03 0.001 12. - 30. 0. 68 0. 113 3. 90. 0. 03 0.001 11. 35. 0. 38 0. 321 12. 95. 0. 03 0.001 10. 40. 0. 22 0. 164 17. 100. 0. 03 0.001 8. 45. 0. 17 0. 118 18. 105. 0. 03 0. 001 5. - 50. 0. 14 0. 087 18. 110. 0. 03 0. 001 4. 55. 0. 11 0. 060 18. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES --- VOLUME OF EXCESS PRECIP = 1. 34 ACRE-FEET PEAK Q = 18. CFS TIME OF PEAK = 50. MIN. INFILT.= 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 3 INCHES/HOUR A = 15. 7 ACRES Q = 33. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 - PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 118 DRAW FARMS FILING NO. 2 BASIN ID: 77 -- BASIN COMMENT: Pond 2. 36 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 03 0. 20 0. 05 7. 60 0.0197 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 173 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) "' 7. 50 11. 61 1325.90 34. 87 1. 40 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 87) WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MIN. 1(50 =0. 20 1(75 =0. 27 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HP, DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 16. 60. 9. 5. 30. 35. 15. 65. 9. 10. 32. 40. 13. 70. 8. 15. 24. 45. 12. 75. 0. 20. 23. 50. 11. 0. 0. 25. 18. 55. 10. 0. 0. 1 BASIN ID: 77 -- BASIN COMMENT: Pond 2. 36 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP (CFS) ( MEN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0.061 18. ,_ 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 18. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 17. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 15. 119 20. 0. 22 0. 002 0. 80. 0. 03 0.001 14. 25. 0. 38 0. 006 0. 65. 0.03 0. 001 12. 30. 0. 68 0. 113 4. 90. 0. 03 0.001 11. 35. 0. 38 0. 321 13. 95. 0. 03 0.001 10. - 40. 0.22 0. 164 18. 100. 0. 03 0.001 8. 45. 0. 17 0. 118 19. 105. 0. 03 0.001 5. 50. 0. 14 0. 087 20. 110. 0. 03 0.001 4. 55. 0. 11 0. 060 19. 115. 0. 03 0. 001 3. - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 43 ACRE-FEET PEAK Q = 20. CFS TIME OF PEAK = 50. MIN. .... INFILT. = 4. 50 IN/HR DECAY -0. 00160 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6.9 INCHES/HOUR A = 16. 6 ACRES Q = 38. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TINE 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 78 -- BASIN COMMENT: Pond 2. 37 .-. AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 04 0. 18 0. 14 7. 60 0. 0167 5. 00 - COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.185 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS - AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) (CFS/SQMI) (CFS) ( AF) - 7. 50 14. 17 1424.37 60. 39 2. 26 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 21) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 =0. 21 K75 =0. 29 RAINFALL LOSSES INPUT W/ BASIN DATA '8-8. MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. 120 INFILTRATION = 4. 50 IN. /HR DECAY = 0. 00180/SECOND FNINFL = 0.60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 25. 29. 50. 13. 5. 52. 30. 25. 55. 11. 10. 55. 35. 21. 60. 9. 15. 45. 40. 18. 65. 8. - 20. 37. 45. 15. 70. 0. 1 BASIN ID: 78 -- BASIN COMMENT: Pond 2. 37 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR I NCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) - 0. 0.00 0. 000 0. 60. 0. 11 0. 061 30. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 29. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 25. 15. 0. 12 0. 001 0. 75. 0. 05 0.007 22. 20. 0. 22 0. 002 0. 80. 0. 03 0.001 18. 25. 0. 38 0. 006 1. 85. 0. 03 0.001 15. 30. 0. 68 0. 113 6. 90. 0. 03 0.001 13. 35. 0. 38 0. 321 23. 95. 0. 03 0. 001 10. 40. 0. 22 0. 164 32. 100. 0. 03 0. 001 7. - 45. 0. 17 0. 118 34. 105. 0. 03 0. 001 5. r 50. 0. 14 0. 087 34. 110. 0. 03 0. 001 3. 55. 0. 11 0. 060 32. 115. 0. 03 0. 001 2. * LESS ANY WATER QUALITY CAPTURE VOLUME .... ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 2.31 ACRE-FEET PEAK Q = 34. CFS TIME OF PEAR = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR - MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 3 INCHES/HOUR A = 27.1 ACRES '.. Q = 56. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 79 -- BASIN COMMENT: Pond 2. 36 AREA LENGTH OF BASIN D1ST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SAME) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.03 0. 24 0.11 7. 60 0.0220 5.00 is COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 121 0. 135 0.174 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) (MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 13. 33 1336. 98 37. 17 1. 48 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 06) WIDTH AT 50 = 22. MIN. WIDTH AT 75 = 12. MIN. K50 =0.20 175 =0.27 RAINFALL LOSSES INPUT W/ BASIN DATA .... MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. x. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 17. 60. 9. 5. 32. 35. 15. 65. 9. 10. 34. 40. 14. 70. 8. 15. 26. 45. 13. 75. 0. 20. 24. 50. 11. 0. 0. 25. 19. 55. 10. 0. 0. 1 BASIN ID: 79 -- BASIN COMMENT: Pond 2. 36 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MI N. ) ( IN) PRECIP (CFS) ( MEN. ) (IN) PRECIP (CFS) 0. 0. 00 0.000 0. 60. 0. 11 0. 061 19. 5. 0. 03 0.000 0. 65. 0. 11 0. 061 19. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 18. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 16. - 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 14. 25. 0. 38 0. 006 0. 85. 0. 03 0. 001 13. 30. 0. 68 0. 113 4. 90. 0.03 0. 001 11. 35. 0. 38 0. 321 14. 95. 0. 03 0. 001 10. - 40. 0. 22 0. 164 19. 100. 0. 03 0. 001 9. 45. 0. 17 0. 118 21. 105. 0. 03 0. 001 6. 50. 0. 14 0. 087 21. 110. 0.03 0. 001 4. 55. 0. 11 0. 060 20. 115. 0.03 0. 001 3. - * LESS ANY WATER QUALITY CAPTURE VOLUME • ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW 122 TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 51 ACRE-FEET PEAK Q = 21. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0.60 IN/HR MAX PERV. RET. =1. 00 IN. MAX.IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 5 INCHES/HOUR A = 17. 8 ACRES Q = 38. CFS 1 D. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 80 -- BASIN COMMENT: Pond 2. 41 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( ME) ( ME) ( PCT) ( FT/FT) ( MIN) 0.03 0. 12 0. 07 7. 60 0. 0307 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0. 178 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF (MIN) ( MIN) ( CFS/SAME) ( CFS) ( AF) 7. 50 12. 06 1370. 56 44. 95 1. 75 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 41) WIDTH AT 50 = 22. MIN. WIDTH AT 75 = 11. MIN. K50 =0. 21 K75 =0. 28 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TINE UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 20. 60. 9. 5. 38. 35. 18. 65. 8. 10. 41. 40. 16. 70. 7. 15. 32. 45. 14. 75. 0. 20. 28. 50. 12. 0. 0. 25. 22. 55. 11. 0. 0. 123 1 BASIN ID: 80 -- BASIN COMMENT: Pond 2. 41 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TINE RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. 1 ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) - 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 23. 5. 0. 03 0.000 0. 65. 0. 11 0. 061 23. - 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 20. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 18. 20. 0. 22 0. 002 0. 80. 0.03 0. 001 16. 25. 0. 38 0. 006 0. 85. 0.03 0. 001 14. - 30. 0. 68 0. 113 5. 90. 0. 03 0. 001 12. 35. 0. 38 0. 321 17. 95. 0. 03 0. 001 11. 40. 0. 22 0. 164 23. 100. 0. 03 0. 001 9. 45. 0. 17 0. 118 25. 105. 0. 03 0. 001 6. 50. 0. 14 0. 087 25. 110. 0. 03 0. 001 4. "" 55. 0. 11 0. 060 24. 115. 0.03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW .... TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. ,= 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 78 ACRE-FEET - PEAK Q = 25. CFS TIME OF PEAK = 50. MIN. INFILT.= 4. 50 IN/HR DECAY =0. 00180 FNINF = 0.60 IN/HR MAX. PERV. RET.=1. 00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 7 INCHES/HOUR A = 21. 0 ACRES Q = 46. CFS _ 1 U.D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 - DRAW FARMS FILING NO. 2 BASIN ID: 81 -- BASIN COMMENT: Pond 2. 40 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SOME) ( MI) (MI) ( PCT) ( FT/FT) ( MIN) 0. 01 0. 11 0.05 7. 60 0. 0432 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) - 0. 135 0. 157 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES - FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) - R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH - - TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF 124 _. „` ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 11. 61 1206. 25 16. 89 0. 75 - *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4.00) WIDTH AT 50 = 25. MIN. WIDTH AT 75 = 13. MIN. K50 =0. 18 K75 =0. 25 - RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 8. 60. 8. 5. 14. 35. 8. 65. 8. 10. 15. 40. 8. 70. 8. ,_ 15. 11. 45. 8. 75. 8. 20. 12. 50. 8. 80. 7. 25. 10. 55. 8. 85. 0. "" 1 BASIN ID: 81 -- BASIN COMMENT: Pond 2. 40 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR ^ INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM'* TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0.000 0. 65. 0.11 0.061 10. 5. 0. 03 0.000 0. 70. 0.05 0.007 9. .- 10. 0.08 0. 001 0. 75. 0. 05 0. 007 9. 15. 0.12 0. 001 0. 80. 0. 03 0. 001 9. 20. 0. 22 0. 002 0. 85. 0. 03 0. 001 8. 25. 0. 38 0. 006 0. 90. 0. 03 0. 001 8. 30. 0.68 0.113 2. 95. 0. 03 0. 001 B. =-• 35. 0. 38 0. 321 6. 100. 0. 03 0.001 8. 40. 0. 22 0. 164 9. 105. 0. 03 0. 001 8. 45. 0. 17 0. 118 9. 110. 0. 03 0. 001 7. 50. 0. 14 0. 087 10. 115. 0. 03 0. 001 4. - 55. 0.11 0.060 9. 120. 0.03 0. 001 3. 60. 0. 11 0. 061 9. 125. 0.00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3.12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1.020 INCHES - VOLUME OF EXCESS PRECIP = 0. 76 ACRE-FEET PEAK Q = 10. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX PEPS. RET. =1. 00 IN. MAX IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 9 INCHES/HOUR +. A = 9.0 ACRES Q = 20. CFS 1 U. D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 125 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 82 -- BASIN COMMENT: Pond 2. 42 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) ( POT) ( FT/FT) ( MIN) 0.03 0. 23 0.09 7. 60 0.0095 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 173 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 12.78 1325. 90 34.87 1.40 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 42) WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. NUN. K50 20 K75 =0. 27 RAINFALL LOSSES INPUT WI BASIN DATA MAX. PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 16. 60. 9. 5. 30. 35. 15. 65. 9. 10. 32. 40. 13. 70. 8. 15. 24. 45. 12. 75. 0. 20. 23. 50. 11. 0. 0. 25. 18. 55. 10. 0. 0. 1 BASIN ID: 82 -- BASIN COMMENT: Pond 2. 42 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** ... TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 18. 126 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 18. 10. 0. 08 0.001 0. 70. 0. 05 0. 007 17. - 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 15. 20. 0. 22 0. 002 0. 80. 0.03 0. 001 14. 25. 0. 38 0. 006 0. 85. 0. 03 0. 001 12. 30. 0. 68 0. 113 4. 90. 0. 03 0.001 11. 35. 0. 38 0. 321 13. 95. 0. 03 0. 001 10. 40. 0. 22 0. 164 18. 100. 0.03 0. 001 8. 45. 0. 17 0. 118 19. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 20. 110. 0. 03 0. 001 4. 55. 0. 11 0. 060 19. 115. 0. 03 0. 001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 43 ACRE-FEET PEAK Q = 20. CFS TIME OF PEAK = 50. MIN. '- INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 I = 6.6 INCHES/HOUR A = 16. 8 ACRES Q = 36. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 83 -- BASIN COMMENT: Pond 2.38 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) (MI) ( PCT) ( FT/FT) ( MEN) 0.07 0. 29 0. 21 7.60 0. 0051 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) ,., 0. 135 0. 202 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS "' AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MEN) ( MIN) ( CFS/SQME) ( CFS) ( AF) 7. 50 16. 28 1550. 66 115.83 3. 98 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 10.11) r WIDTH AT 50 = 19. MIN. WIDTH AT 75 = 10. MIN. 1450 =0. 23 1475 =0. 32 127 RAINFALL LOSSES INPUT W/ BASIN DATA ^ MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. - TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH - 0. 0. 25. 51. 50. 17. 5. 99. 30. 41. 55. 13. 10. 106. 35. 33. 60. 11. 15. 85. 40. 26. 65. 8. 20. 66. 45. 21. 70. 0. 1 BASIN ID: 83 -- BASIN COMMENT: Pond 2. 38 .-. **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. 1 ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 53. 5. 0. 03 0.000 0. 65. 0. 11 0. 061 50. 10. 0.08 0.001 0. 70. 0. 05 0. 007 42. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 34. .-. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 27. 25. 0. 38 0. 006 1. 85. 0. 03 0. 001 22. 30. 0. 68 0. 113 12. 90. 0. 03 0. 001 18. 35. 0. 38 0. 321 45. 95. 0. 03 0. 001 13. �' 40. 0. 22 0. 164 60. 100. 0. 03 0.001 9. 45. 0. 17 0. 118 64. 105. 0. 03 0.001 6. 50. 0. 14 0. 087 62. 110. 0. 03 0.001 4. 55. 0. 11 0. 060 57. 115. 0.03 0.001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 4. 06 ACRE-FEET PEAK Q = 64. CFS TIME OF PEAK = 45. MIN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 5. 9 INCHES/HOUR -' A = 47. 8 ACRES Q = 92. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 831 -- BASIN COMMENT: Pond 2. 35 ((33.1) AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MI) ( MI) ( PCT) ( FT/FT) ( MEN) 0. 27 0.46 0. 33 7. 60 0. 0068 5. 00 - 128 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) - 0. 135 0. 244 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF _ ( MIN) ( MIN) ( CFS/SOME) ( CFS) ( AF) 13. 35 19.61 865. 13 231. 08 14. 25 --- WIDTH AT 50 = 35. MIN. WIDTH AT 75 = 18. MIN. K50 =0.23 K75 =0. 31 RAINFALL LOSSES INPUT W/ BASIN DATA - MAX. PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT - HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 50. 88. 100. 23. 5. 106. 55. 77. 105. 20. • 10. 213. 60. 68. 110. 18. 15. 228. 65. 59. 115. 15. 20. 194. 70. 52. 120. 14. 25. 172. 75. 45. 125. 12. - 30. 156. 80. 40. 130. 10. 35. 136. 85. 35. 135. 9. 40. 116. 90. 30. 140. 8. 45. 101. 95. 26. 145. 0. 1 BASIN ID: 831 -- BASIN COMMENT: Pond 2. 35 ( 83. 1) **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 100. 0. 03 0.001 68. - 5. 0.03 0.000 0. 105. 0. 03 0.001 60. 10. 0.08 0. 001 0. 110. 0. 03 0.001 53. 15. 0. 12 0. 001 0. 115. 0.03 0. 001 46. 20. 0. 22 0. 002 1. 120. 0.03 0. 001 41. 25. 0.38 0.006 2. 125. 0. 00 0. 000 36. 30. 0.68 0.113 14. 130. 0. 00 0.000 31. 35. 0. 38 0. 321 60. 135. 0. 00 0.000 27. 40. 0. 22 0. 164 113. 140. 0. 00 0. 000 24. 45. 0. 17 0. 118 144. 145. 0. 00 0. 000 21. - 50. 0. 14 0. 087 155. 150. 0.00 0. 000 18. 55. 0.11 0.060 158. 155. 0. 00 0. 000 16. 60. 0. 11 0.061 157. 160. 0. 00 0. 000 14. /-. 65. 0. 11 0. 061 153. 165. 0. 00 0.000 12. - 70. 0. 05 0.007 144. 170. 0. 00 0. 000 10. 75. 0. 05 0. 007 130. 175. 0.00 0. 000 6. 80. 0.03 0.001 115. 180. 0.00 0. 000 4. 129 85. 0. 03 0.001 101. I 185. 0. 00 0. 000 3. I 90. 0. 03 0. 001 89. 190. 0. 00 0. 000 2. .� 95. 0. 03 0. 001 78. I 195. 0. 00 0. 000 1. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 14. 53 ACRE-FEET PEAK Q = 158. CFS TIME OF PEAK = 55. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR -- MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 I = 5.4 INCHES/HOUR A = 170. 9 ACRES Q = 299. CFS *** WARNING : THE AREA IS TOO LARGE ( GREATER THAN 160 ACRES) FOR AN APPLICATION OF THE RATIONAL ^ FORMULA AND THE ABOVE ESTIMATED PEAK MAY NOT BE RIGHT. 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 64 -- BASIN COMMENT: Pond 2. 43 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( ME) ( MI) ( POT) ( FT/FT) ( MEN) ^ 0. 01 0. 30 0.09 7. 60 0.0205 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) -� 0. 135 0.158 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES ^ FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) (CFS/SQMI) ( CFS) ( AF) 7. 50 12. 56 1215. 11 17. 86 0. 78 .--. *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6. 09) WIDTH AT 50 = 25. MIN. WIDTH AT 75 = 13. MEN. K50 =0.18 K75 =0.25 RAINFALL LOSSES INPUT W/ BASIN DATA 130 MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. - INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 9. 60. 8. 5. 15. 35. 9. 65. 8. - 10. 16. 40. 9. 70. 8. 15. 11. 45. 8. 75. 8. 20. 12. 50. B. 80. 7. 25. 10. 55. 8. 85. 0. 1 BASIN ID: 84 -- BASIN COMMENT: Pond 2. 43 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH - ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 65. 0. 11 0. 061 10. .... 5. 0. 03 0. 000 0. 70. 0. 05 0. 007 10. 10. 0. 08 0. 001 0. 75. 0. 05 0. 007 9. 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 9. 20. 0. 22 0. 002 0. 85. 0. 03 0.001 9. 25. 0. 38 0. 006 0. 90. 0. 03 0.001 8. - ^ 30. 0. 68 0. 113 2. 95. 0.03 0.001 8. 35. 0. 38 0. 321 7. 100. 0. 03 0. 001 8. 40. 0. 22 0. 164 9. 105. 0.03 0. 001 8. 45. 0. 17 0. 118 10. 110. 0.03 0. 001 7. 50. 0. 14 0. 087 10. 115. 0. 03 0. 001 4. 55. 0. 11 0. 060 10. 120. 0. 03 0. 001 3. 60. 0. 11 0. 061 10. 125. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW - TOTAL PRECI P. = 3.12 ( 1-HOUR RAIN = 2.70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 80 ACRE-FEET PEAK Q = 10. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1.00 IN. MAX IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR A = 9. 4 ACRES Q = 20. CFS 1 U.D. F.C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17:47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 85 -- BASIN COMMENT: Pond 2.43 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION - ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 03 0. 27 0. 15 7. 60 0. 0185 5. 00 131 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.174 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES - FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 - CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF - ( MIN) ( MIN) ( CFS/SOME) ( CFS) ( AF) 7. 50 14. 33 1332. 61 36.25 1. 45 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 6.95) WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MIN. K50 =0. 20 K75 =0. 27 RAINFALL LOSSES INPUT W/ BASIN DATA - MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. x.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH - 0. 0. 30. 17. 60. 9. 5. 31. 35. 15. 65. 9. 10. 33. 40. 14. 70. 8. 15. 25. 45. 12. 75. 0. 20. 23. 50. 11. 0. 0. - 25. 19. 55. 10. 0. 0. 1 BASIN ID: 85 -- BASIN COMMENT: Pond 2. 43 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP (CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 19. 5. 0.03 0. 000 0. 65. 0. 11 0. 061 19. 10. 0.08 0. 001 0. 70. 0. 05 0.007 17. 15. 0.12 0. 001 0. 75. 0. 05 0.0.07 15. 20. 0.22 0. 002 0. B0. 0. 03 0.001 14. 25. 0. 38 0. 006 0. 85. 0. 03 0.001 12. 30. 0.68 0. 113 4. 90. 0. 03 0.001 11. 35. 0. 38 0. 321 14. 95. 0. 03 D.001 10. 40. 0. 22 0. 164 19. 100. 0. 03 0.001 9. - 45. 0. 17 0. 118 20. 105. 0. 03 0.001 6. 50. 0. 14 0. 087 21. 110. 0. 03 0.001 4. 55. 0. 11 0. 060 20. 115. 0. 03 0.001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME 132 ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 48 ACRE-FEET PEAK Q = 21. CFS TIME OF PEAK = 50. MIN. !"" INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1, 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 2 INCHES/HOUR A = 17. 4 ACRES Q = 36. CFS 7. U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 86 -- BASIN COMMENT: Pond 2. 41 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) (MI) ( MC) ( PCT) ( FT/FT) ( MIN) 0. 01 0. 07 0. 03 7. 60 0. 0157 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TI ME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 141 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MI N) ( CFS/S QMI) (CFS) ( AF) 7. 50 11.00 1082. 42 7. 36 0. 36 ^ *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3.72) WIDTH AT 50 = 28. MIN. WIDTH AT 75 = 14. MIN. K50 x. 16 K75 *D. 22 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1.00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HP,. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 4. 70. 6. 5. 6. 40. 4. 75. 6. 10. 7. 45. 4. 80. 6. 133 15. 4. I 50. 5. I 85. 7. 20. 5. I 55. 5. I 90. 7. I 25. 5. I 60. 5. I 95. 0. I 30. 4. I 65. 5. I 0. 0. I - 1 BASIN ID: 86 -- BASIN COMMENT: Pond 2. 41 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL' STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH - ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 70. 0. 05 0. 007 4. 5. 0.03 0. 000 0. 75. 0. 05 0.007 4. -. 10. 0. 08 0. 001 0. 80. 0. 03 0. 001 5. 15. 0. 12 0. 001 0. 85. 0.03 0. 001 5. 20. 0. 22 0. 002 0. 90. 0.03 0. 001 5. 25. 0. 38 0. 006 0. 95. 0.03 0. 001 5. -- 30. 0. 68 0. 113 1. 100. 0. 03 0. 001 5. 35. 0. 38 0. 321 3. 105. 0. 03 0.001 6. 40. 0. 22 0. 164 4. 110. 0. 03 0.001 6. 45. 0.17 0. 118 4. 115. 0. 03 0.001 6. - 50. 0. 14 0. 087 4. 120. 0. 03 0. 001 6. 55. 0. 11 0. 060 4. 125. 0.00 0. 000 4. 60. 0. 11 0. 061 4. 130. 0.00 0. 000 3. 65. 0. 11 0. 061 4. 135. 0.00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 37 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 115. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR "" MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 7. 0 INCHES/HOUR „- A = 4. 4 ACRES Q = 10. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 .... BASIN ID: 861 -- BASIN COMMENT: Pond 2. 41 (86.1) AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0.01 0. 16 0. 08 7. 60 0. 0138 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0.141 - THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS - AREA RECEIVING AREA DIRECTLY CONNECTED 134 w IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 12. 44 1084. 79 7. 49 0. 37 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5.35) WIDTH AT 50 = 28. MIN. WIDTH AT 75 = 14. MIN. K50 =0. 16 K75 =0. 22 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HP, DECAY = 0.00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 4. 70. 6. 5. 6. 40. 4. 75. 6. 10. 7. 45. 4. 80. 6. 15. 4. 50. 5. 65. 7. 20. 5. 55. 5. 90. 7. '� 25. 5. 60. 5. 95. 0. 30. 4. 65. 5. 0. 0. 1 BASIN ID: 861 -- BASIN COMMENT: Pond 2. 41 ( 86. 1) — **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP (CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 70. 0. 05 0. 007 4. 5. 0.03 0. 000 0. 75. 0. 05 0. 007 4. 10. 0. 06 0.001 0. 80. 0. 03 0. 001 5. ..' 15. 0. 12 0.001 0. 85. 0. 03 0. 001 5. 20. 0. 22 0. 002 0. 90. 0. 03 0.001 5. 25. 0. 38 0. 006 0. 95. 0.03 0. 001 5. 30. 0.68 0. 113 1. 100. 0.03 0. 001 5. ... 35. 0. 38 0.321 3. 105. 0. 03 0. 001 6. 40. 0. 22 0. 164 4. 110. 0. 03 0. 001 6. 45. 0. 17 0. 118 4. 115. 0. 03 0. 001 6. 50. 0.14 0. 087 4. 120. 0. 03 0. 001 6. 55. 0.11 0.060 4. 125. 0. 00 0. 000 4. - 60. 0. 11 0.061 4. 130. 0.00 0. 000 3. 65. 0. 11 0.061 4. 135. 0. 00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW /***- TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES - VOLUME OF EXCESS PRECIP = 0. 38 ACRE-FEET PEAK Q = 6. C£5 TIME OF PEAK = 115. MIN. 135 INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. 0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6.7 INCHES/HOUR A = 4. 4 ACRES Q = 10. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 87 -- BASIN COMMENT: Pond 2. 41 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SOME) ( MC) ( MI) ( PCT) ( FT/FT) ( MIN) 0.01 0. 10 0. 05 7. 60 0. 0192 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 143 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMII) ( CFS) ( AF) 7. 50 11. 56 1098. 99 8. 29 0. 40 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 4. 18) WIDTH AT 50 = 27. MIN. WIDTH AT 75 = 14. MIN. K50 =0.16 1(75 =0.22 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 4. 70. 6. 5. 7. 40. 5. 75. 6. 10. 7. 45. 5. 80. 7. 15. 5. 50. 5. 85. 7. 20. 6. 55. 5. 90. 7. 25. 5. 60. 5. 95. 0. 30. 4. 65. 6. 0. 0. 1 BASIN ID: 87 -- BASIN COMMENT: Pond 2. 41 136 ,*** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( IC N. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 70. 0. 05 0. 007 5. 5. 0. 03 0. 000 0. 75. 0.05 0. 007 5. 10. 0. 08 0. 001 0. 80. 0.03 0. 001 5. 15. 0.12 0. 001 0. 85. 0.03 0. 001 5. 20. 0. 22 0. 002 0. 90. 0.03 0. 001 5. 25. 0. 38 0. 006 0. 95. 0.03 0. 001 5. 30. 0. 68 0. 113 1. 100. 0. 03 0. 001 6. 35. 0. 38 0. 321 3. 105. 0. 03 0. 001 6. 40. 0.22 0. 164 4. 110. 0. 03 0. 001 6. 45. 0. 17 0. 118 4. 115. 0.03 0. 001 7. 50. 0. 14 0. 087 5. 120. 0.03 0. 001 6. -- 55. 0. 11 0. 060 5. 125. 0.00 0. 000 4. 60. 0. 11 0. 061 5. 130. 0.00 0. 000 3. 65. 0. 11 0. 061 5. 135. 0.00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW -- TOTAL PRECI P. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 41 ACRE-FEET PEAK Q = 7. CFS TIME OF PEAK = 115. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX.IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 9 INCHES/HOUR A = 4. 8 ACRES Q = 11. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 88 -- BASIN COMMENT: Pond 2.36 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION -'- ( SQMII) ( MI) ( MI) ( PCT) ( FT/FT) ( MINI 0.02 0. 14 0.09 7. 60 0.0194 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 159 .... THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES • FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF 137 ( MIN) ( MIN) ( CFS/SQPC) ( CFS) ( AF) 7. 50 12. 67 1222. 42 18. 70 0. 82 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 08) WIDTH AT 50 = 25. MIN. WIDTH AT 75 = 13. MIN. 1450 =0. 18 K75 =0. 25 RAINFALL LOSSES INPUT W/ BASIN DATA - MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNINFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 9. 60. 8. 5. 16. 35. 9. 65. 8. 10. 17. 40. 9. 70. 8. 15. 12. 45. 9. 75. 8. - 20. 13. 50. 8. 80. 7. 25. 10. 55. 8. 85. 0. 1 BASIN ID: 88 -- BASIN COMMENT: Pond 2. 36 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR 1--. INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 65. 0.11 0. 061 11. 5. 0.03 0.000 0. 70. 0.05 0. 007 10. 10. 0.08 0. 001 0. 75. 0.05 0. 007 10. 15. 0. 12 0. 001 0. 80. 0.03 0. 001 9. - 20. 0. 22 0. 002 0. 85. 0.03 0. 001 9. 25. 0. 38 0. 006 0. 90. 0.03 0. 001 9. 30. 0. 68 0. 113 2. 95. 0.03 0. 001 8. 35. 0. 38 0. 321 7. 100. 0.03 0. 001 8. _, 40. 0. 22 0. 164 10. 105. 0.03 0. 001 8. 45. 0. 17 0. 118 10. 110. 0.03 0. 001 7. 50. 0. 14 0. 087 11. 115. 0.03 0. 001 4. 55. 0. 11 0. 060 10. 120. 0.03 0. 001 3. 60. 0.11 0. 061 10. 125. 0.00 0. 000 2. ` * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3.12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 0.83 ACRE-FEET PEAK Q = 11. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX PERU. RET.=1.00 IN. MAX. IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 6 INCHES/HOUR A = 9. 8 ACRES 0 = 21. CFS i-. 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 138 -- ..^ CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 89 -- BASIN COMMENT: Pond 2. 36 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) - 0. 02 0. 10 0. 05 7. 60 0. 0056 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 169 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQDII) (CFS) ( AF) 7. 50 11. 39 1295.22 29.14 1. 20 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF (TP= 4. 65) - WIDTH AT 50 = 23. MIN. WIDTH AT 75 = 12. MIN. K50 =0. 19 K75 =0. 26 RAINFALL LOSSES INPUT W/ BASIN DATA MAX PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN./HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 14. 60. 9. 5. 25. 35. 13. 65. 8. 10. 26. 40. 12. 70. 8. 15. 20. 45. 11. 75. 0. 20. 19. 50. 10. 0. 0. 25. 15. 55. 10. 0. 0. 1 BASIN ID: 89 -- BASIN COMMENT: Pond 2. 36 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM" INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH /'^, ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 16. 139 5. 0. 03 0. 000 0. 65. 0. 11 0.061 16. 10. 0. 08 0. 001 0. 70. 0.05 0.007 14. �+. 15. 0. 12 0. 001 0. 75. 0. 05 0. 007 13. 20. 0. 22 0. 002 0. 80. 0. 03 0. 001 12. - 25. 0. 38 0. 006 0. 85. 0. 03 0. 001 11. 30. 0. 68 0. 113 3. 90. 0. 03 0. 001 10. 35. 0. 38 0. 321 11. 95. 0.03 0. 001 10. 40. 0. 22 0. 164 15. 100. 0.03 0. 001 8. _ 45. 0. 17 0. 118 16. 105. 0.03 0. 001 5. 50. 0. 14 0. 087 17. 110. 0.03 0.001 4. 55. 0. 11 0. 060 16. 115. 0. 03 0.001 3. * LESS ANY WATER QUALITY CAPTURE VOLUME - ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3.12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 1. 22 ACRE-FEET PEAK Q = 17. CFS TIME OF PEAK = 50. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. - RATIONAL FORMULA C = 0. 33 I = 6. 9 INCHES/HOUR A = 14. 4 ACRES Q = 33. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 891 -- BASIN COMMENT: Pond 2. 34 ( 89. 1) AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION - ( SQMI) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 01 0. 17 0. 04 7. 60 0. 0188 5. 00 COEFFICIENT COEFFICIENT ^ ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0.135 0.137 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM -. ( DEFAULT ) ( DEFAULT ) R= 0.08 0= 0. 15 CALCULATED UNIT HYDROGRAPH -- TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( MIN) ( MIN) ( CFS/SQMI) ( ors) ( AF) 7. 50 11. 28 1051. 35 5. 89 0. 30 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, - REPLACING THE ONE COMPUTED BY CUHPF ( TP= 4. 50) WIDTH AT 50 = 29. MIN. WIDTH AT 75 = 15. MIN. K50 =0. 16 K75 =0. 21 - 140 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 3. 70. 5. - 5. 5. 40. 3. 75. 5. 10. 5. 45. 4. 80. 6. 15. 3. 50. 4. 85. 6. 20. 4. 55. 4. 90. 7. 25. 4. 60. 4. 95. 7. 30. 3. 65. 5. 100. 0. 1 BASIN ID: 891 -- BASIN COMMENT: Pond 2. 34 ( 89. 1) **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( PEN. ) ( IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP ( CFS) 0. 0.00 0.000 0. 70. 0. 05 0. 007 4. 5. 0.03 0. 000 0. 75. 0.05 0. 007 4. 10. 0.08 0. 001 0. 80. 0. 03 0.001 4. 15. 0. 12 0. 001 0. 85. 0. 03 0. 001 4. r 20. 0. 22 0. 002 0. 90. 0. 03 0. 001 4. 25. 0. 38 0. 006 0. 95. 0. 03 0. 001 4. 30. 0. 68 0.113 1. 100. 0. 03 0. 001 5. 35. 0. 38 0. 321 2. 105. 0. 03 0. 001 5. 40. 0. 22 0.164 3. 110. 0. 03 0. 001 5. 45. 0. 17 0.118 3. 115. 0.03 0. 001 6. 50. 0. 14 0. 087 3. 120. 0.03 0.001 6. 55. 0. 11 0. 060 3. 125. 0. 00 0. 000 6. 60. 0.11 0. 061 3. 130. 0. 00 0. 000 4. - 65. 0.11 0. 061 4. 135. 0. 00 0. 000 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 (1-HOUR RAIN = 2. 70) EXCESS PRECIP. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 30 ACRE-FEET .-. PEAK Q = 6. CFS TIME OF PEAK = 120. MIN. INFILT. = 4. 50 IN/HR DECAY =0.00180 FNINF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 9 INCHES/HOUR A = 3. 6 ACRES Q = 8. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 90 -- BASIN COMMENT: Pond 2. 42 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION 141 ( S0(C) ( MI) ( MI) ( PCT) ( FT/FT) ( MIN) 0. 00 0. 07 0.03 7. 60 0.0394 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 122 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED - IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 - CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF (MIN) ( MEN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 10. 89 937. 05 2. 44 0.14 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 43) WIDTH AT 50 = 32. MIN. WIDTH AT 75 = 17. MIN. K50 x.14 K75 d). 19 RAINFALL LOSSES INPUT WI BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT - HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 40. 1. 80. 3. 5. 2. 45. 2. 85. 4. - 10. 2. 50. 2. 90. 4. 15. 1. 55. 2. 95. 5. 20. 1. 60. 2. 100. 5. 25. 2. 65. 2. 105. 6. - 3D. 1. 70. 3. 110. 7. 35. 1. 75. 3. 115. 0. 1 BASIN ID: 90 -- BASIN COMMENT: Pond 2. 42 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP (CFS) 0. 0. 00 0. 000 0. 80. 0. 03 0. 001 2. 5. 0. 03 0. 000 0. 85. 0. 03 0. 001 2. 10. 0. 08 0. 001 0. 90. 0. 03 0. 001 2. 15. 0.12 0. 001 0. 95. 0. 03 0. 001 2. - 20. 0.22 0. 002 0. 100. 0. 03 0. 001 2. 25. 0. 38 0. 006 0. 105. 0. 03 0. 001 3. 30. 0. 68 0. 113 0. 110. 0. 03 0. 001 3. ^, 35. 0. 38 0. 321 1. 115. 0. 03 0. 001 3. 40. 0. 22 0. 164 1. 120. 0. 03 0. 001 4. 142 45. 0. 17 0. 118 1. 125. 0. 00 0.000 4. 50. 0. 14 0. 087 1. 130. 0. 00 0. 000 5. 55. 0. 11 0. 060 1. 135. 0. 00 0. 000 5. 60. 0. 11 0. 061 1. 140. 0. 00 0. 000 5. 65. 0. 11 0. 061 1. 145. 0. 00 0.000 3. 70. 0. 05 0. 007 1. 150. 0. 00 0.000 2. 75. 0. 05 0. 007 1. 155. 0.00 0. 000 2. LESS AG? WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 0. 14 ACRE-FEET PEAK Q = 5. CFS TIME OF PEAK = 135. MIN. INFILT.= 4. 50 IN/HR DECAY x.00180 £NI NF = 0. 60 IN/HR MAX. PERV. RET. =1. 00 IN. MAX. IMP. RET.=0. 00 IN. RATIONAL FORMULA C = 0. 33 I = 7. 0 INCHES/HOUR A = 1. 7 ACRES Q = 4. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 91 -- BASIN COMMENT: Pond 2. 38 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQhII) ( HII) ( MI) ( PCT) ( FT/FT) ( MIN) 0.04 0. 18 0. 13 7.60 0.0223 5.00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 183 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF �. ( MIN) ( MIN) ( CFS/SQMII) ( CFS) ( AF) 7. 50 13.72 1401.70 53. 40 2.03 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 5. 78) WIDTH AT 50 = 21. MIN. WIDTH AT 75 = 11. MIN. K50 =0. 21 1475 =0.29 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX IMPERVIOUS RET. x. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0. 00180/SECOND FNI NFL = 0. 60 IN. /HR. 143 TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH - 0. 0. 25. 26. 50. 13. 5. 46. 30. 23. 55. 11. - 10. 49. 35. 20. 60. 9. 15. 39. 40. 17. 65. 8. 20. 33. 45. 15. 70. 0. 1 BASIN ID: 91 -- BASIN COMMENT: Pond 2. 38 — **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM** TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) ( MIN. ) ( IN) PRECIP (CFS) 0. 0. 00 0. 000 0. 60. 0. 11 0. 061 27. 5. 0. 03 0. 000 0. 65. 0. 11 0. 061 26. 10. 0. 08 0. 001 0. 70. 0. 05 0. 007 23. -- 15. 0. 12 0.001 0. 75. 0. 05 0. 007 20. 20. 0. 22 0.002 0. B0. 0. 03 0. 001 17. 25. 0. 38 0.006 0. 85. 0. 03 0. 001 15. 30. 0.68 0. 113 6. 90. 0. 03 0. 001 13. _ 35. 0. 38 0. 321 21. 95. 0. 03 0. 001 10. 40. 0. 22 0. 164 28. 100. 0. 03 0. 001 7. 45. 0. 17 0. 116 30. 105. 0. 03 0. 001 5. 50. 0. 14 0. 087 30. 110. 0. 03 0. 001 3. 55. 0. 11 0. 060 28. 115. 0. 03 0. 001 2. ^ - * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2. 70) EXCESS PRECI P. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 2. 07 ACRE-FEET PEAK Q = 30. CFS TIME OF PEAK = 50. MEN. - INFILT.= 4. 50 IN/HR DECAY =0.00180 FNI NF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET. =0. 00 IN. RATIONAL FORMULA C = 0. 33 - I = 6. 4 INCHES/HOUR A = 24. 4 ACRES Q = 51. CFS 1 U. D. F. C. D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 92 -- BASIN COMMENT: Pond 2. 42 — AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION ( SQMI) ( ME) ( DC) ( PCT) ( FT/FT) ( MIN) 0. 01 0. 08 0. 04 7. 60 0. 0149 5. 00 '.. COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 139 144 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 D= 0.15 CALCULATED UNIT HYDROGRAPH - TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF (MIN) ( MIN) (CFS/SQMI) ( CFS) ( AF) 7. 50 11. 28 1067. 52 6. 62 0. 33 *** NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 93) WIDTH AT 50 = 28. MIN. WIDTH AT 75 = 15. MEN. K50 =0. 16 K75 =0. 22 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0.00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNI NFL = 0. 60 IN. /HR. a. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 35. 3. 70. 5. 5. 6. 40. 4. 75. 6. 10. 6. 45. 4. 80. 6. 15. 4. 50. 4. 85. 6. 20. 5. 55. 4. 90. 7. 25. 4. 60. 5. 95. 7. 30. 3. 65. 5. 100. 0. "" 1 BASIN ID: 92 -- BASIN COMMENT: Pond 2. 42 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR INCREMENT TOTAL* STORM** INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) ( IN) PRECIP ( CFS) ( MIN. ) (IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 70. 0. 05 0. 007 4. 5. 0. 03 0. 000 0. 75. 0. 05 0. 007 4. 10. 0. 08 0. 001 0. 80. 0.03 0. 001 4. 15. 0. 12 0.001 0. 85. 0.03 0.001 4. 20. 0. 22 0.002 0. 90. 0. 03 0.001 4. 25. 0. 38 0. 006 0. 95. 0. 03 0.001 5. 30. 0. 68 0. 113 1. 100. 0. 03 0. 001 5. 35. 0. 38 0. 321 3. 105. 0. 03 0. 001 5. 40. 0. 22 0.164 3. 110. 0. 03 0. 001 6. 45. 0. 17 0. 118 3. 115. 0.03 0. 001 6. 50. 0. 14 0.087 4. 120. 0.03 0. 001 6. 55. 0. 11 0.060 4. 125. 0. 00 0. 000 6. 60. 0.11 0. 061 4. 130. 0. 00 0.000 4. 65. 0. 11 0. 061 4. 135. 0. 00 0.000 3. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW 145 TOTAL PRECI P. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECI P. = 1. 020 INCHES VOLUME OF EXCESS PRECIP = 0. 34 ACRE-FEET PEAK Q = 6. CFS TIME OF PEAK = 120. MIN. INFILT. = 4. 50 IN/HR DECAY =0. 00180 FNINF = 0. 60 IN/HR MAX PERV. RET. =1. 00 IN. MAX. IMP. RET. 00 IN. RATIONAL FORMULA C = 0. 33 I = 6. 9 INCHES/HOUR A = 4. 0 ACRES Q = 9. CFS 1 U. D. F. C.D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 7/30/2002 AT TIME 17: 47 CUHPF/PC RELEASE 2A ( 32-BIT VER) SEPTEMBER 10, 1998 PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7 DRAW FARMS FILING NO. 2 BASIN ID: 93 -- BASIN COMMENT: Pond 2.43 AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION (SQML) ( MI) ( MI) ( PCT) (FT/FT) ( MIN) 0. 01 0. 10 0. 03 7. 60 0.0145 5. 00 COEFFICIENT COEFFICIENT ( REFLECTING TIME TO PEAK) ( RELATED TO PEAK RATE OF RUNOFF) 0. 135 0. 153 THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS AREA RECEIVING AREA DIRECTLY CONNECTED IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM ( DEFAULT ) ( DEFAULT ) R= 0. 08 0= 0. 15 CALCULATED UNIT HYDROGRAPH TIME TO PEAK TIME OF CONCENTRATION PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF ( NEN) ( MIN) ( CFS/SQMI) ( CFS) ( AF) 7. 50 10.78 1172. 70 13. 60 0. 62 ... NOTE : THE TIME TO PEAK IS CALCULATED BASED ON THE TIME OF CONCENTRATION PROVIDED BY THE USER, REPLACING THE ONE COMPUTED BY CUHPF ( TP= 3. 82) WIDTH AT 50 = 26. MIN. WIDTH AT 75 = 13. MIN. K50 =0.18 K75 =0. 24 RAINFALL LOSSES INPUT W/ BASIN DATA MAX. PERVIOUS RET. =1. 00 IN. MAX. IMPERVIOUS RET. =0. 00 IN. INFILTRATION = 4. 50 IN. /HR. DECAY = 0.00180/SECOND FNI NFL = 0. 60 IN. /HR. TIME UNIT TIME UNIT TIME UNIT HYDROGRAPH HYDROGRAPH HYDROGRAPH 0. 0. 30. 7. 60. 7. 5. 12. 35. 7. 65. 7. 10. 12. 40. 7. 70. 7. 15. 8. 45. 7. 75. 7. 20. 9. 50. 7. B0. 7. 146 25. 8. I 55. 7. I 85. 0. I '.-.1 BASIN ID: 93 -- BASIN COMMENT: Pond 2. 43 **** STORM NO. = 1 **** DATE OR RETURN PERIOD = 100-YEAR -. INCREMENT TOTAL* STORM" INCREMENT TOTAL* STORM" TIME RAINFALL EXCESS HYDROGRAPH TIME RAINFALL EXCESS HYDROGRAPH ( MIN. ) (IN) PRECIP ( CFS) (MIN. ) ( IN) PRECIP ( CFS) 0. 0. 00 0. 000 0. 65. 0. 11 0. 061 8. 5. 0. 03 0. 000 0. 70. 0. 05 0. 007 8. 10. 0. 08 0. 001 0. 75. 0. 05 0. 007 7. 15. 0. 12 0. 001 0. 80. 0. 03 0. 001 7. a 20. 0. 22 0. 002 0. 85. 0.03 0. 001 7. 25. 0. 38 0. 006 0. 90. 0. 03 0.001 7. 30. 0. 68 0. 113 1. 95. 0.03 0.001 7. 35. 0. 38 0. 321 5. 100. 0. 03 0.001 7. 40. 0.22 0. 164 7. 105. 0. 03 0. 001 7. 45. 0.17 0. 118 7. 110. 0. 03 0. 001 6. 50. 0.14 0. 087 8. 115. 0. 03 0. 001 4. 55. 0.11 0. 060 8. 120. 0.03 0. 001 3. 60. 0. 11 0. 061 8. 125. 0.00 0. 000 2. * LESS ANY WATER QUALITY CAPTURE VOLUME ** INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW TOTAL PRECIP. = 3. 12 ( 1-HOUR RAIN = 2.70) EXCESS PRECIP. = 1.020 INCHES VOLUME OF EXCESS PRECIP = 0. 63 ACRE-FEET ... PEAK 0.= 8. CFS TIME OF PEAK 65. MIN. a, INFILT. = 4. 50 IN/HR DECAY x. 00180 FNINF = 0. 60 IN/HR MAX PERV. RET.=1. 00 IN. MAX.IMP. RET. =0.00 IN. RATIONAL FORMULA C = 0. 33 I = 7. 1 INCHES/HOUR A = 7. 4 ACRES Q = 17. CFS 147 APPENDIX D Retention Pond Volume Summary r Retention Volumes Filing 2 — Pond 2.1 Pond 2.2 Basin ID Vol. Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 1 4.15 2 2.51 19 2.57 21.1 1.14 — Total 6.72 23 1.31 100-yr Retention Vol. 6.7 Total 4.96 Vol.Required 8.1 100-yr Retention Vol. 5.0 — Vol. Required 6.0 Pond 2.3 Pond 2.4 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 3 1.85 4 0.54 5 1.74 Total 0.54 28 1.49 100-yr Retention Vol. 0.5 — Total 5.08 Vol. Required 0.6 100-yr Retention Vol. 5.1 Vol.Required 6.1 Pond 2.5 Pond 2.6 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 6 1.34 18 2.12 — 6.1 0.73 20 5.02 21 2.55 22 0.9 24 0.29 Total 8.04 — ^ Total 4.91 100-yr Retention Vol. 8.0 100-yr Retention Vol. 4.9 Vol.Required 9.6 Vol. Required 5.9 Pond 2.7 Pond 2.8 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 16 2.14 17 1.55 — Total 2.14 Total 1.55 100-yr Retention Vol. 2.1 100-yr Retention Vol. 1.6 Vol. Required 2.6 Vol.Required 1.9 Pond 2.9 Pond 2.10 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 11.1 0.18 7 1.54 — 26 3.35 25 3.34 Total 3.53 27 0.21 100-yr Retention Vol. 3.5 Total 5.09 — Vol. Required 4.2 100-yr Retention Vol. 5.1 Vol.Required 6.1 _ Pond 2.11 Pond 2.12 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 7.1 2.26 9 0.22 8 5.69 10 1.07 — Total 7.95 Total 1.29 100-yr Retention Vol. 8.0 100-yr Retention Vol. 1.3 e...... Vol. Required 9.5 Vol.Required 1.5 Pond 2.13 Pond 2.14 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 11 3.85 12 0.7 — Total 3.85 13 0.33 100-yr Retention Vol. 3.9 15 1.84 Vol. Required 4.6 Total 2.87 — 100-yr Retention Vol. 2.9 Vol. Required 3.4 Pond 2.15 Pond 2.16 — Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 30 2.39 32 3.29 31 4.25 Total 3.29 — 51 0.73 100-yr Retention Vol. 3.3 Total 7.37 Vol. Required 3.9 100-yr Retention Vol. 7.4 Vol. Required 8.8 Pond 2.17 Pond 2.18 Basin ID Vol. Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 33 0.29 35 1.15 34 0.57 Total 1.15 44 0.42 100-yr Retention Vol. 1.2 Total 1.28 Vol. Required 1.4 100-yr Retention Vol. 1.3 Vol. Required 1.5 - Pond 2.19 Pond 2.20 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 36 1.35 37 1.76 Total 1.35 41 0.44 - 100-yr Retention Vol. 1.4 Total 2.20 Vol. Required 1.6 100-yr Retention Vol. 2.2 Vol. Required 2.6 Pond 2.21 Pond 2.22 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 38 2.12 43 4.45 - 39 0.78 Total 4.45 Total 2.90 100-yr Retention Vol. 4.5 100-yr Retention Vol. 2.9 Vol.Required 5.3 Vol. Required 3.5 Pond 2.23 Pond 2.24 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol. Excess Precip.(ac-ft) 42 4.69 45 0.82 Total 4.69 46 0.53 100-yr Retention Vol. 4.7 48 3.9 Vol. Required 5.6 49 0.33 49.1 0.42 Total 6.00 — 100-yr Retention Vol. 6.0 Vol. Required 7.2 Pond 2.25 Pond 2.26 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol. Excess Precip.(ac-ft) ^ 47 0.38 52 0.45 50 2.99 52.1 3.64 — Total 3.37 53 1.44 100-yr Retention Vol. 3.4 Total 5.53 Vol. Required 4.0 100-yr Retention Vol. 5.5 — Vol. Required 6.6 Pond 2.27 Pond 2.28 Basin ID Vol. Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) - 54 5.78 58 0.39 Total 5.78 59 0.7 100-yr Retention Vol. 5.8 60 5.35 Vol. Required 6.9 Total 6.44 100-yr Retention Vol. 6.4 Vol. Required 7.7 Pond 2.29 Pond 2.30 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 63 1.5 40 2.82 Total 1.50 64 1.16 100-yr Retention Vol. 1.5 Total 3.98 Vol.Required 1.8 100-yr Retention Vol. 4.0 Vol.Required 4.8 Pond 2.31 Pond 2.32 Basin ID Vol. Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) - ^ 57 0.39 62 8.7 61 2.11 65 0.71 Total 2.50 66 0.22 100-yr Retention Vol. 2.5 67 0.4 - Vol. Required 3.0 68 2.39 Total 12.42 100-yr Retention Vol. 12.4 - Vol.Required 14.9 Pond 2.33 Pond 2.34 - Basin ID Vol. Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 69 0.41 73 2.24 70 0.12 74 2.83 72 2.34 76 1.34 Total 2.87 72.1 1.19 100-yr Retention Vol. 2.9 89.1 0.3 Vol. Required 3.4 Total 7.90 - 100-yr Retention Vol. 7.9 Vol.Required 9.5 Pond 2.35 Pond 2.36 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 55 0.86 75 1.4 56 0.46 77 1.43 — 71 0.28 79 1.51 83.1 14.53 88 0.83 Total 16.13 89 1.22 100-yr Retention Vol. 16.1 Total 6.39 Vol. Required 19.4 100-yr Retention Vol. 6.4 Vol. Required 7,7 — Pond 2.37 Pond 2.38 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) 78 2.31 83 4.06 Total 2.31 91 2.07 — 100-yr Retention Vol. 2.3 Total 6.13 Vol. Required 2.8 100-yr Retention Vol. 6.1 Vol. Required 7.4 Pond 2.39 Pond 2.40 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) N/A 0 81 0.76 Total 0.00 Total 0.76 100-yr Retention Vol. 0.0 100-yr Retention Vol. 0.8 Vol. Required 0.0 Vol.Required 0.9 Pond 2.41 Pond 2.42 'Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol.Excess Precip.(ac-ft) — 80 1.78 90 0.14 86 0.37 92 0.34 86.1 0.38 82 1.43 87 0.41 Total 1.91 Total 2.94 100-yr Retention Vol. 1.9 100-yr Retention Vol. 2.9 Vol. Required 2.3 Vol. Required 3.5 Pond 2.43 To Filing 1 Basin ID Vol.Excess Precip.(ac-ft) Basin ID Vol. Excess Precip.(ac-ft) 84 0.8 29 2.43 — 85 1.48 Total 2.43 93 0.63 100-yr Retention Vol. 2.4 Total 2.91 Vol.Required 2.9 0— 100-yr Retention Vol. 2.9 Vol. Required 3.5 J Drainage Report contains oversized Drainage Plan map Please see original file Hello