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Home My WebLink AboutCOF Storm Drain Master Plan Rational Hydrology CITY OF FONTANA STORM DRAIN MASTER PLAN RATIONAL HYDROLOGY 10 YR. & 25 YR. - 60 M1N. PREPARED BY BILL MANN & ASSOCIATES AND • N. j \ \\ \ \ \ \ \ \ \ \ \ / /1 1I \1 \\ \\ \ 1 _ \ \ ' ---- �� / / / / - - - -- -- / / 1. -- - - - // / I / N / 1 i - / 1 SCALE t I I" = 9000' I I 1I I I \ 1 \ / \ / - \\ / -- �`�� \ a \ . \ / \ / \ /' / i \\ - \ _ \ / \ \ \ { \ N. 1,3 t, . • I LI' EXAMPLE PROBLEM SAN BERNARDINO COUNTY loo-YEAR, I -HOUR RAINFALL r 1 HYDROLOGY MANUAL ISOHYETALS 1 C ao,, •o,ss,, so, , ' `N. \ `� `•SO, pS•, \\\\ \ N \ CI? ------- i \ N. \, 1 \\ \\ \\ 1 \� \ i 1 � / I _ _ - ,_- - / \ _ I i / SCALE I" = 9000' -- ---- - i. A. i - -' - -- S ) \\N \ \ / \ / I 1 /I 1 1 \C \ ,. --- 35 L — 3.0 EXAMPLE PROBLEM SAN BERNARDINO COUNTY 100-YEAR, 6-HOUR RAINFALL HYDROLOGY MANUAL ISOHYETALS • 20,E , i6),, 's, 'sr,, N \ \ • . � . N • \ -..� N • \ \ N \ • j N• \ \ • y 1 \1 \ / I \\ 1 , r SCALE I" : 9000' • ` 10" i P . . . . : - --- --- ------, : i \ , • _ \ , . . i \ , t , , , j 0 I i , , \ N. i it „ e.- EXAMPLE PROBLEM SAN BERNARDINO COUNTY 100-YEAR, 24-HOUR RAINFALL HYDROLOGY MANUAL ISOHYETALS ; A 1 ' U 17 c Do v, .tt s Cr rJ 0 c c c � o 0 0 SCALE I" = 9000' m A 110 �, v LEGEND g E ,n E Soil Group Boundary U A Soil Group Designation o g B o B o M g 5 c i O to O B t • B 3 0 A N C o E D > u_ m E c 0 A B c B E N N SAN BERNARDINO COUNTY EXAMPLE PROBLEM WATERSHED-LOSS DETERMINATION HYDROLOGY MANUAL INFORMATION MAP E-54 - | ' , ^�� | 0 ^~� (�- �� 5�� "", � �-� �~. � -� / 74AO ^ '' '�« ~- ~� ~~' -'`° , ~- -^ `~�_� 1 J ' ( STUDY NAME: 4_^ //vE ~4 * --- Z / .4'' P44/1.4� � I CALCULATED BY: �%�� \ ! � | CHECKED BY: | . } 10. 0 YEAR STORM 1-HOUR RAINFALL (inch) = 1. 06; INTENSITY SLOPE = . 600 I PAGE NUMBER / OF 3 | ' CADVANCED ENGINEERING SOFTWAR E] iCONCENTRATION | SOIL | DEV. | AREA | I IC | 0 | Q ISLOPEISECTIONI V | PATH| T I Tc I HYDRAULICS | } POINT NUMBER | TYPE | TYPE | (ACRES) | in/h | | (SUB) | TOTAL | ft/ft | ! fps. | ft. | min. | min. | AND NOTES | | ---- | ----| |----| ---- | I | 1 - | ---- | ---- | ---- | |-` ) | ---- | ----| | ----| ----i I | | | ---- | ---- | ----| | | ---- } ----| i ---- | ---- | ----- } 1 . 02571 I | 1750112. 51 ! INITIAL SUBAREA| | 1. 001 1 | 1 | 25. 112. 721 . 827 | 56. 41 | | | ---- | ---- | ----| 12. 51 | | ---- | ---- | | ---- | ---- } ----- / 56. 41 . 03091D= 30. " 115. 9| 5501 . 61 | n=. 0130 Dn= 1. 7| | 2. 001 1 | 1 | 29. 3} 2. 651 . 826 } 64. 01 I | | ----| ----| ---- | 13. 1 | | ' � ------ / ---- } ---- | -------I ---- | ---- |----- i 120. 41 . 03191D= 39. " | 19. 4 | 7201 . 61 |n=. 0130 Dn= 2. 3| � 4. 001 1 | 5 | 49. 512. 571 . 728 | 92. 7 | ------ | | i ---- | ----| ----| 13. 71 | � 4. 001 1 | 5 | 22. 312. 571 . 728| 41. 81 I | -- | ---- | ----| ----| 13. 71 | . | | ---- | ----| / ----| ---- | I 254. 9 } . 0319 } D= 51. " | 23. 3 | 1350| 1. 01 | n=. 0130 Dn= 3. 1 | 6. 00 | 1 | 5 | 40. 312. 471 . 723| 71. 9| ------ | |-------| ---- } ---- | ----| 14. 71 | 6. 00| 1 | 5 | 41. 812. 471 . 723} 74. 71 | I | | ----| 14. 71 } ' � | ---- | ---- } |---- |---- | I 401. 61 . 0320|D= 60. " |26. 1 } 1000| . 61 |n=. 69130 Dn= 3. 7| } 7. 00 1 | 2 | 31. 012. 411 . 798 | 59 5i } | | | | | 15 3 | | . . ____ ____ ____ . , | | ---- ! ---- | | ---- | ---- | ----- | 461. 11 . 03201D= 63. " | 27. 0 | 2501 . 21 |n=. 0130 Dn= 3. 9| � 8. 00| 1 | 5 | 37. 312. 391 . 719 | 64. 21 | / / ---- | ----| ----| 15. 41 | � | - | ---- | ---- | } ---- | ---- |-----| 525. 3 | . 0023} D=108. " } 10. 4 |2600 | 4. 21 |n=. 0130 Dn= 6. 7| � ! | | ---- | ---- | | ---- | ---- | | ------ | | -- I ---- | ---- | ----| I | ' | CONFLUENCE | TC#1= 19. 6 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I | LARGEST | / ANALYSIS | Q#1= 525. 3 Q#2= 0. 0 Q#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 I | I CONFLUENCE | FOR POINT# | I#1= 2. 07 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I | I 0= 525. 3 | ` 11. 00 | 01 = 525. 3 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----| ----| | | ! ---- | ---- | } ---- I | ------ ) ----- | ------- |---- } I | | | -' | ---- | ---- | | ---- | ---- / I I | -- I ---- | ---- | ----| I | 1 -------- | ---- | ---- | -- | ---- | ---- | ----- | 1 . 03311 | 12600118. 01 | INITIAL SUBAREA| } 9. 00 | 1 I 5 | 49. 012. 181 . 706 | 75. 51 | | | ----| ---- | ---- | 18. 01 | � | - | ----| ---- | } ---- I ---- | ----- | 75. 51 . 0296 | D= 33. " | 16. 8113501 1. 31 |n=. 0130 Dn= 1. 9| , 10. 00| 1 I 5 | 40. 312. 091 . 699 | 58. 91 - | ----- | ------- | ---- | ----| ----| 19. 41 | ` � ---- | ---- | ---- | | ---- } ---- | ----- | 134. 41 . 0300 |D= 39. " 119. 111300| 1. 11 |n=. 0130 Dn= 2. 6| | 11. 00| 1 I 5 | 38. 812. 021 . 694 | 54. 4 } ------ | | -- } ---- | ---- |----| 20. 51 | | ---- | ---- | } ---- } ---- | ----- } ------ | ----- | ------- | ---- } ---- |---- | | | L i CONFLUENCE | TC#1= 19. 6 TC#2= 20. 5 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I I LARGEST | / | ANALYSIS | 0#1= 525. 3 0#2= 188. 8 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I I CONFLUENCE | i FOR POINT# } I#1= 2. 07 I#2= 2. 02 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I | I Q= 705. 9 | | 11. 00 | 01 = 705. 9 02 = 700. 3 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----| ----| I | . | ---- | ---- | | ---- | ---- ) | ------ | | \ ----| | I I | ` ! - ---------- ------ --- | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=8F ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * � *7=SF ( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV(POOR COV) 00=UNDEV(FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | �m�� K � �� | ~�, �=-_ �n�~ | | STUDY NAME: � �� '�� v.__' � ��*, ��^ I CALCULATED BY: | [ �-� - ' �- « '~-^� ~~-~---' ~~ r~- =~^�^ ' ( | CHECKED BY: I , 10. 0 YEAR STORM 1-HOUR RAINFALL (inch)= 1. 06; INTENSITY SLOPE = . 600 I PAGE NUMBER 2OF 3 | \ | [ADVANCED ENGINEERING SOFTWARE] ' | ; CONCENTRATION | SOIL | DEV. | AREA | I | C | Q | Q |SLOPE | SECTION| V | PATH| T | Tc | HYDRAULICS 11 POINT NUMBER | TYPE| TYPE | (ACRES) | in/h | | (SUB) } TOTAL | ft/ft | } fps. | ft. | min. | min. | AND NOTES | , | |---- |---- | | ---- |---- |----- |------ | | - |---- |---- |---- | | ` | , | | ---- | ---- | | ---- | ---- } ----- } 705. 91 . 0105 | D= 90. " 119. 7115301 1. 31 | n=. 0130 Dn= 5. 71 / | 12. 00 | 1 | 5 | 33. 512. 001 . 6921 46. 41 ------ } ----- | -- 1 - | ---- |----| 20. 91 | |---- | ---- | | ---- | ---- 1 | 752. 21 . 01301D= 87. " 121. 5110001 . 81 | n=. 0130 Dn= 5. 71 | - - | ---- | ---- | i ---- } ---- }----- i ------ | | -------|---- | ---- | ---- | | | } CONFLUENCE | TC#1= 21. 7 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST | ! ANALYSIS | 0#1= 752. 2 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I | I CONFLUENCE I } FOR POINT# ! I#1= 1 . 95 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I | | 0= 752. 2 | \ 13. 00 | 01 = 752. 2 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01----| ---- 1 I | | ---- } ----| | ---- | ---- 1 | - | | } ----| I | I | | - | ---- | ---- | | ---- | ---- | ----- } } ----- |-- } ---- | ---- |----| | | , \ ---- | ----| | ---- ! ---- } ----- | 1 . 03271 I 12450117. 71 IINITIAL SUBAREA ) | 14. 00 | 1 | 5 | 29. 312. 211 . 7081 45. 81 | | -| ---- | ---- | ---- | 17. 71 I | --- | ---- | ---- | | ---- | ---- } | 45. 81 . 0280 | D= 27. " 114. 4125001 2. 91 | n=. 0130 Dn= 1. 71 17. 00 } 1 I 4 | 46. 412. 021 , 7411 69. 3 | ------! I | ---- |---- |----| 20. 51 | | - | ---- } ----| | ---- | ----| | 115. 11 . 02201D= 39. " 116. 41 5001 . 51 | n=. 0130 Dn= 2. 61 |------ |---- | ---- | - |---- | ---- }----- | - } |- | ---- |---- |---- | | I } CONFLUENCE | TC#1= 21. 7 TC#2= 21. 1 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST | | ANALYSIS | 0#1= 752. 2 0#2= 1 15. 1 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE | | FOR POINT# | I#1= 1. 95 I#2= 1. 99 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 865. 3 I i 13. 00 | 01 = 865. 3 02 = 845. 5 03 = 0. 0 04 = 0. 0 05 = 0. 0| ----| ---- | I I | ---- | ---- | | ---- | ----} 1 > ------- \ ---- | | | | | 1 | ---- | ---- | | ---- 1 ---- | ----- | 865. 31 . 0183 | D= 87. " 125. 412300 | 1. 51 |n=. 0130 Dn= 5. 61 18. 10 | 1 I 1 I 20. 011. 881 . 8161 30. 61 | | | ---- |---- |---- | 23. 21 | � | ----| ---- | | ---- | ---- | ----- | ------ |----- 1 ------- | ---- | ----| ---- | | | | CONFLUENCE | TC#1= 23. 2 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST | | ANALYSIS | 0#1= 895. 9 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I I CONFLUENCE | ' l FOR POINT# | I#1= 1. 88 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I | 0= 895. 9 I | 18. 10 } 01 = 895. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ---- | I I | | ---- | ----| 1---- | ---- } -----1 | i ----| | | | | | | ---- | ----| 1---- !---- | -----} | ----- | | ---- | ---- |---- | | | | | ---- | ----| 1---- i ---- \ | . 1272 / | 19999 } 42. 7 | IINITIAL SUBAREA ) | 15. 00 | 2 | 10 | 612. 0i1. 30 | . 517 |411. 7 !------ | | } ---- | ---- |---- | 42. 71 | : | | ---- | }----| ---- I ----- i 411. 7 0427 | B= 6 0 |24 6 } 3000 | 2 0 | | n= 0150 Dn= 1 9| ^ ^ ^ ^ ^ ^ ^ i | | | | | I I I | | | | | I | Z= 1. 5 Fr= 3. 621 i | | I | } | | | | I | | | ! I | � | - - --------- - | ' *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF ( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV (POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* i� � �� C NK z�~ 3^" STUDY NAME : / //VAF `AI ___. L 4rp, 1207,44N I CALCULATED BY: | i I CHECKED BY: | � 10. 0 YEAR STORM 1-HOUR RAINFALL( inch) = 1. 06; INTENSITY SLOPE = . 600 | PAGE NUMBER 3 OF 3 | - [ADVANCED ENGINEERING SOFTWAR E] ' | CONCENTRATION| SOIL | DEV. | AREA | I | C i Q 1 Q |SLOPE|SECTIONi V | PATH! T | Tc | HYDRAULICS | POINT NUMBER | TYPE | TYPE | (ACRES) | in/h | 1 (SUB) 1 TOTAL | ft/ft | Ifps. | ft. | min. | min. | AND NOTES | ---|---- | ----| } ----| ----} ----- | - I | -------} ---- | ---- | ---- } | ` | ---- | ---- | ---- | ! ----| ---- I | | | | ---- | ---- i ---- | CONFLUENCE | TC#1= 23. 2 TC#2= 44. 7 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | ANALYSIS | Q#1= 895. 9 0#2= 411. 7 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE | FOR POINT# | I#1= 1. 88 I#2= 1. 27 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | Q=1109. 6 } , 18. 10 | 01 =1109. 6 02 =1016. 2 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ----| ----| - |---- |---- \ |---- |---- | ----- } - |----- |------- 1 ---- | | ---- | ----| | ----1 ---- | } 1109. 6 | . 0211 | D= 93. " I28. 6| 950 | . 6| | n=. 01369 Dn= 5. 9 | � ------- | ---- | ---- | | ----| ---- � -----| ------| | -- | ---- | ----|---- | | | 18. 20 | | ! 1145. 9| 1. 271 ) | 1109. 61 | | | | | 23. 7 | Stream Summary| |---- i ---- } |----| ---- | -----! ------ } ----- | -- | ---- | ----| ----| i | ' (, , | | | | | | | | | } | | | | | | | | | | | | | | | | | | | | | | � - - -+ | � EDEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * � /7=SF( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV (POOR COV) , 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* I , I 1 I D 6 Ty of ity\r-r4"/A. , PASTele, 177364 peq-/N / 1 I I STUDY NAME: 1_//44F B / Y0474/- AyE. S14-- P/24/N I CALCULATED BY: -.5-MEN 4404; 1 I I I CHECKED BY: I I I 10. 0 YEAR STORM 1-HOUR RAINFALL (inch)= 1. 01 ; INTENSITY SLOPE = . 600 I PAGE NUMBER / OF / I I EADVANCED ENGINEERING S O F T W A R E] I I ICONCENTRATIONISOILIDEV. I AREA I I I C I Q I 0 ISLOPEISECTIONI V IPATHI T I Tc I HYDRAULICS I i POINT NUMBERITYPEITYPEI (ACRES) lin/hl I (SUB) I TOTALIft/ftl Ifps. I ft. Imin. I min. I AND NOTES I I I I ----I ---- I 1 ----- I ----• 1 ------ I I I I---- I----I ----I I ' - I I I I ---- I ---- I I ---- I ---- I I I I -- 1 ----I ---- I I I---- I ---- I I----- I ---- I I 1 . 02921 I 12400117. 91 ( INITIAL SUBAREA( I I 33. 00 1 1 I 5 I 59. 712. 091 . 6991 87. 1 1 I I I ----1 ---- I ----I 17. 9 1 I I 1 I ---- I----I I ---- I ---- I I 87. 11 . 01231D= 39. " I12. 3113001 1. 81 I n-. 0130 Dn- 2. 61 I 34. 00 1 1 I 5 I 61. 0 1 1. 97 1 . 691 1 83. 1 1 I I I ---- I ---- 1 ----I 19. 7 1 1 I I I ---- I ---- I I ---- 1 ---- I ------1 170. 1 1 . 0`40 I D= 45. " 118. 812000I 1. 8 1 I n=. 0130 Dn= 2. 91 37. 00 1 1 I 5 I 59. 7 1 1. 87 1 . 682 1 76. 2 1 I I 1 ---- 1---- I ---- I 21. 4 1 I I 1 I - --- I ---- I I ---- I ---- I I I I I----I----I ---- I I I I I CONFLUENCE I TC#1= 21. 4 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I 1 I ANALYSIS I Q#1= 246. 4 0#2= 0. 0 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I I I FOR POINT# ( I#1= 1. 87 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I I 0= 246. 4 I I 37. 00 1 01 = 246. 4 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01---- I I I ---- I ----I I ---- I I I I 1 I ----I I I I I I I - 1 - --- I ---- I I --.-- I I I I I ----I ---- I I I ---- I ----1 1 ----I I 1 . 03001 I 12400117. 81 ( INITIAL SUBAREA( I 36. 00 1 1 I 5 I 59. 7 1 2. 09 1 . 700 1 87. 51 I I ---- I ----I----1 17. 8 1 I I I 1 ---- 1 ----1 I---- 1 ---- I I 87. 5 1 . 00461D= 48. " I 8. 61 13001 2. 5 1 i n=. 0130 Dn= 3. 0 1 I I i ---- I---- I I---- I ---- I--- -- I I I I----I----I ---- I I I I I CONFLUENCE 1 TC#1= 21. 4 TC#2= 20. 3 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST 1 I I ANALYSIS I 0#1= 246. 4 0#2= 87. 5 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I I I FOR POINT(* 7. 1 I#1= 1. 87 I#2= 1. 93 I#3= 0. 007, I#4= 0. 00 I#5= 0. 001 I I I Q= 331. 1 I I 37. 00 I 01 = 331. 1 02 = 321. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01----- I I I ---- I ----- I I •---- 1 ----•-1 1 1 1 1 ----` 1 1 I ---- I ---- 1 I ---- I ---- I I 331. 1 I . 0300 I D= 54. " I23. 8113001 . 9 1 I n=. 0130 Dn= 3. 7 1 I I I ---- I ----I I---- 1 ---- I I I I I ----I ---- 1 1 CONFLUENCE I TC#1= 22. 4 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I I I ANALYSIS 1 Q#1= 331. 1 Q#2= 0. 0 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I I I FOR POINT# I I#1= 1. 83 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I I 0= 331. 1 I I 41. 00 1 01 = 331. 1 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----I 1 I ---- I ---- I 1---- I ---- ( I I I 1 ----- I I I I ----I ----I I ---- i ---- I I -------1 I I ---- I ---- I ----I I I I I 41. 001 I I 240. 1 1 1. 831 I 1 331. 11 I I 1 I 1 22. 4 1 Stream Summary 11 I I ---- 1 ----I I---- I ---- I I I I I ----I ----I I I I 1 I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * 4•7_gr.• r i -or.) _ A=C1F(r- -AC) - 9=UNDEV (POOR COV) . 10=UNDEV(FAIR COY) . 1 1=UNDEV (GOOD COV) 0, S=SPECIFIED COEFFICIENT* I / �^� �~�� ^��c | `~- ~-~ " ' ' x��' " ~ - P | | | STUDY NAME: � �^ " �� ^ �� 8� w^� I CALCULATED BY: | �~'"~�� v�� -----~ ~�u��,� � ,°�' . ~��°�rr ~�x=�"� -^v�"x,w" | | CHECKED BY: | } 10. 0 YEAR STORM 1-HOUR RAINFALL( inch) = 1. 01 ; INTENSITY SLOPE = . 600 I PAGE NUMBER / OF 3 I [ADVANCED ENGINEERING S O F T W A R E] | \ CONCENTRATION| SOIL | DEV. | AREA | I IC } 0 ! 0 ISLOPEISECTIONI V |PATH| T \ Tc | HYDRAULICS | | POINT NUMBER | TYPE | TYPE| (ACRES) | in/h | i (SUB) 1 TOTAL | ft/ft | ! fps. | ft. |min. | min. | AND NOTES I | - |---- | ---- | I ---- |---- i | 1 -----| | ---- \ ----|----| F---- | | | ---- | ----| 1 ----| ---- | | | -----| | ---- | ----| ---- | | | | ------ | ---- | ---- | ------- | ---- | ---- | ----- | 1 . 01801 | | 1500112. 61 ! INITIAL SUBAREA! | 24. 00 \ 1 | 1 | 24. 112. 571 . 826 | 51. 2 | I I I ---- |---- | ---- | 12. 61 I \------------- |---- | ---- | |---- 1---- | | 51. 21 . 0311 |D= 27. " 115. 3 4501 . 51 |n=. 0130 Dn= 1. 81 | 25. 00 | 1 5 | 53. 012. 521 . 725 | 96. 71 | | |---- |---- | ---- | 13. 11 | | -------- |---- | ---- | 1---- }---- | ----- | 147. 91 . 0257 |D= 42. " | 18. 6 | 3501 . 31 |n=. 0130 Dn= 2. 71 | 26. 00| 1 | 2 | 22. 812. 481 . 799 | 45. 21 I I | ---- | ----| ---- | 13. 41 | | ------------- } ----1 ---- | | ---- | ---- | I 193. 11 . 0313| D= 45. " | 21. 4 | 8001 . 61 |n=. 0130 Dn= 2. 91 \ 27. 00 } 1 | 4 | 32. 012. 411 . 759 | 58. 61 | I | ----| ----| ---- | 14. 01 | | ------ ----| ---- | - } ---- 1 ---- | ----- | 251. 71 . 0333 | D= 48. " | 23. 2 | 1501 . 11 }n=. 0130 Dn= 3.21 28. 00 } 1 I 5 | 43. 412. 401 . 719 | 75. 01 I | | ---- | ---- |---- | 14. 21 | � -------------| ---- | ---- | i ---- } ---- \ ----- | 326. 71 . 0£92 | D= 54. " | 23. 5 | 1300| . 91 |n=. 0130 Dn= 3. 71 } 30. 001 I . 4 | 44. 8} 2. 31 } . 755 | 78. 21 I | | ---- | ----| ---- | 15. 11 | 30. 00 | 1 | 4 | 43. 412. 311 . 75575. 8| ------ | | | ---- | ----| ---- | 15. 11 | } ---- | ---- \ \ ---- | ---- | ----- } 480. 71 . 02541D= 66. " | 24. 9 | 130@| . 91 | n=. 0130 Dn= 4. 21 ------------- | ----| ----| ------- | ---- |---- } ----- | 480. 71 . 00111B= 6. 01 6. 7 | 180601 4. 41 |n=. 0150 Dn= 5. 21 ! | I | | | | \ | I | | | I | Z= 1. 5 Fr= . 651 | 38. 001 | 4 | 53. 1 | 1. 93i . 736 | 75. 41 ------ |----- 1 -- } ---- | ----| ---- | 20. 4 | | | | ---- | ---- | i ---- i ---- } I 556. 11 . 0025 | B= 6. 01 9. 4 | 8001 1. 41 | n=. 0150 Dn= 4. 61 } | I | I | | | i | | | | I | Z= 1. 5 Fr= . 961 | - | ---- | ---- | | ---- |---- | I I | ! ----|---- | ---- | I ) CONFLUENCE | TC#1= 21. 8 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I I LARGEST | | ANALYSIS | 0#1= 556. 1 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE | | FOR POINT# | I#1= 1. 85 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I I 0= 556. 1 | | 39. 00 | 01 = 556. 1 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01---- | ---- | I | \-------- |---- }---- | ------- |---- |---- |----- | I i | ---- | | | i � } ---- |---- } | ---- |---- 1 | |----- | | ---- |---- | ---- | I | | ---- | ---- |---- | | ---- i---- |----- | 1 . 02501 I | 2400118. 51 ! INITIAL SUBAREA| 31. 00| 1 I 5 52. 312. 051 . 6961 74. 6 | ------ i i | ---- i ----| ----| 18. 51 | |-------- | ---- } ---- | |---- | ---- | ----- } 74. 61 . 2900 |D= 24. " 139. 9 | 2001 . 11 |n=. 0130 Dn= 1. 1 | | 32. 00| 1 | 5 | 50. 112. 041 . 6961 71. 21 - | | | ----| ---- !---- | 18. 61 | -------------| ---- | ---- | ------- | ---- |---- |----- | 145. 81 . 02691D= 42. " | 18. 9 | 1300| 1. 11 |n=. 0130 Dn= 2. 6| } | } | i i | | ! | i | | | | | | | | } / | | | ! | 1 | I | | | | | I | | \ | / | | | | | | I | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * --' - ~- '~ = °,` "-'mmc« 'nnnp rnV) ' 10=UNDEV(FAIR COV) . 11=UNDEV (GOOD COV) 0' 5=SPECIFIED COEFFICIENT* 0 C/Ty of Fey\17-AA/A /Vorele, 5-7a/ZM ,<,,N402) I STUDY NAME: 4/NE •/3 51Ad-9M iT ,4 per+/N I CALCULATED BY: gl'Er/ 4/3786 i 1 CHECKED BY: 1 I 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 01 ; INTENSITY SLOPE = . 600 I PAGE NUMBER 2 OF 3 I - [ADVANCED ENGINEERINGSOFTWARE] i ICONCENTRATIONISOILIDEV. I AREA I I I C 1 0 1 0 ISLOPEISECTIONI V IPATHI T 1 Tc I HYDRAULICS 1 i POINT NUMBERITYPEITYPEI (ACRES) Iin/hI I (SUB) I TOTALIft/ftl Ifps. 1 ft. Imin. I min. I AND NOTES I I - --- i---- 1 ---- I I---- I---_ I ____.._1 --1 I 1 I 1 I I• I I I ---- 1 ---- I I---- 1---- I-- --- 1--- --- I I I---- I ---- I ---- I. I I CONFLUENCE I TC#1= 21. 8 TC#2= 19. 7 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST ANALYSIS I 0#1= 556. 1 0#2= 145. 8 0#.3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I I FOR POINT# I 1#1= 1. 85 I#2= 1. 97 I#3= 0. 00 E#4= 0. 00 I#5= 0. 001 I I I 0= 693. 3 I I 9. 00 1 01 = 693. 3 02 = 648. 1 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 - 1 -1 ____ I 1---.-- I___- i ___.._- I_ -._-_ I 1 -- 1__-_- 1 I I I I i 39. 00 1 1 I 5 I 23. 9 1 1. 85 I . 680 1 30. 1 1 1 ------ 1 I ----I ---- 1 ----1 21. 8 1 I I---- --- - 1 ---- I ---- 1 I --_-- I ----I ------ I 723. 4 I . 00371B= 6. 0111. 81 8001 1. 1 1 I n=. 0150 Dn= 4. 71 I I I I I I I I I I 1 I I I I Z= 1. 5 Fr= 1. 19 1 I 40. 00 I 1 I 5 I 23. 9 1 1. 80 1 . 675 1 29. 01 I I 1 ---- I ---- I ---- I 22. 91 I I i ---- I ---- I 1 ---- I ---- I 1 752. 4 I . 01171B= 6. 0117. 9118001 1. 7 1 I n=. 0150 Dn= 3. 71 I I I 1 I I I I I I I I I I I Z= 1. 5 Fr= 2. 01 1 I 41. 00 1 1 1 5 I 53. 111. 721 . 668 I 61. 11 I 1 I---- I ---- I---- I 24. 61 I 1 -- - --- I --__ I __ -- I 1 - --- I ---- I __ ___. 1 i I -- I___-I ---- I ---- I I I I CONFLUENCE I TC#1= 24. 6 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I I ANALYSIS 1 0#1= 813. 5 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I 1 I CONFLUENCE I I FOR POINT# 1 I#1= 1. 72 I#2= 0. 00 I#3= 0. 00 1#4= 0. 00 I#5= 0. 001 I I I 0= 813. 5 I I 41. 00 I 01 = 813. 5 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----•-- I- 1 -1 1 ---- I 1 I 1 I------ I 1 I I I I-__.»___•I - 1 »._-__ 1 ____-- 1_ - I _.__--_ 1 1____ ( _-.__ I - I I I I I I I 1331. 11 I i I I I I Assumed Data I 41. 00 I I I 240. 11 I I I 1 ------ I I---- I ---- I----I 22. 4 1 1 I I ---- I ---- I I --_-_ 1 ____ 1 ______I ___--._..-I I I ----I ----1 - I CONFLUENCE I TC#1= 24. 6 TC#2= 22. 4 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I I ANALYSIS I 0#1= 813. 5 0#2= 331. 1 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I I FOR POINT# I I#1= 1. 72 I#2= 1. 83 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I I 0=1126. 1 I 41. 00 1 01 =1126. 1 02 =1070. 1 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----I- 1 -I ---- I -_______I _-_.- i --- - i -- - -- I I I 1 ---- I I I I I I I ---- 1 ---- I I ---- 1 ----I 11126. 11 . 00691B= 8. 0116. 3113001 1. 3 1 I n=. 0150 Dn= 4. 61 I I I I I 1 I I 1 I I I I I IZ= 1. 5 Fr= 1. 611 42. 00 1 1 I 5 I 38. 811. 671 . 662 1 42. 91 I I 1 -----I --•-- I -----I 25. 91 I I -_-- I ---- I ---- I I ---- I---- I 1 1 169. 0 1 . 01 15 I B= 8. 0120. 0 1 13001 1. 1 1 I n=. 0150 Dn= 4. 1 1 I I I I I I I I I I I I I I I Z= 1. 5 Fr= 2. 08 1 I 43. 00 I 1 I 5 I 38. 8 1 1 . 63 1 . 657 1 41. 51 I I 1----I ---- I----- i 27. 01 I I I 1 I 1 1 I 1 1 1 1 I 1 I 1 1 1 -- I *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, S=SF ( 1/4-AC) , 6=5F ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF ( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV(POOR COV) , 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | STUDY : � �^�� •• � ' __� `)��v4�� /�- ��;��^ �� | ��LCULATED 8Y: / °__ «�� ~ ' - ' . | I CHECKED BY: I | 10. 0 YMSTORM 1-HOUR RAINFALL( inch) = 1. 01 ; INTENDY SLOPE = . 600 I PAGE NUMBER OFI | [ADVANCED ENGINEERING SOFTWARE] I |CONCENTRATION | SOIL | DEV. | AREA I I | C | Q | Q |SLOPE |SECTION| V | PATHi T | Tc I HYDRAULICS I | POINT NUMBER | TYPE | TYPE | (ACRES) | in/h | I (SUB) 1 TOTAL | ft/ft | | fps. | ft. |min. | min. | AND NOTES I | - | ----| ---- } |---- |---- | I | | | ---- |----|----| I | � ------ | ---- | ---- | |---- | ---- | ----- | 1210. 5 | . 0131 |B= 8. 0121. 011300| 1. 0| | n=. 01569 Dn= 4. 11 | | I I I I | | | I | | | | | Z= 1. 5 Fr= 2. 191 | 44. 00 | 1 I 5 I 38. 811. 591 . 6531 40. 41 I } | 28. 11 | | -------- | ---- | ---- | i---- | ---- | | I | | ---- | ---- | ---- | I I ) CONFLUENCE | TC#1= 28. 1 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I ' LARGEST | � ANALYSIS | 0#1=1250. 9 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE I | FOR POINT# i I#1= 1. 59 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I Q=1250. 9 I 44. 00 | 01 =1250. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- } ---- | I | | ---- | ---- | ---- | | ---- ! ---- | | | | } ---- | | | | | | - ------ | ----| ---- | }---- i---- I | | -----| 1---- | ----|---- | | | ) ---- | ---- | | ---- | ---- | I | . 02591 | | 4400 | 19. 2 | | INITIAL SUBAREA ! ) 19. 001 1 I 2 | 61. 012. 001 . 7871 96. 01 | ----- | | ---- |---- |----| 19. 21 I | -- | ---- | ----| |---- / ----| ----- | 96. 0 | . 0225 | D= 36. " | 15. 7 | 800 | . 8| | n=. 0130 Dn= 2. 41 | 21. 001 1 I 9 } 58. 811. 951 . 5271 60. 41 i |------- |---- /---- |---- | 20. 11 | | 21. 001 1 | 5 | 50. 711. 951 . 6891 68. 11 i | | ---- | ----| ---- | 20. 11 I | --------| ---- | ---- 1 >---- | ---- } ----- | 224. 5| . 0215| D= 51. " 119. 3 ! 1300| 1. 1 | |n=. 0130 Dn= 3. 21 | 23. 001 1 | 6 | 41. 311. 891 . 6501 50. 61 ! I i---- |---- |---- | 21. 21 I � 23. 001 1 I 9 | 58. 311. 891 . 5171 56. 81 |----- | | ---- | ---- | ---- | 21. 21 I | i---- \ ---- } _ |----| ---- | I 332. 0 | . 0192 | D= 60. " } 20. 4 | 1300 | 1. 1 | | n=. 01369 Dn= 3. 91 | ------------- / ---- | ---- | - |---- | ---- i | ) | | ---- | ---- | ---- | I | | CONFLUENCE I TC#1= 28. 1 TC#2= 22. 2 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST I | ANALYSIS | 0#1=1250. 9 0#2= 332. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE I | FOR POINT# | I#1= 1. 59 I#2= 1. 83 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0=1539. 6 | � 44. 001 01 =1539. 6 02 =1323. 4 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- |----| I I } 1 ---- } ---- | I----1 ---- | I | I | ---- | | | I | | ---- | ---- } | ---- | ---- | ----- | 1539. 6 . 0177 } B= 8. 0127. 811300| . 8 | |n=. 69130 Dn= 4. 01 | | | | l | I | | | | | | | Z= 1. 5 Fr= 2. 941 45. 001 1 I 5 | 86. 511. 571 . 649 | 88. 11 ------ | | -------I ----| ---- | ---- | 28. 81 I ! 1 I---- | ---- | 11627. 7 . 01651B- 8. 0124. 712300 | 1. 5| | n=. 0150 Dn= 4. 51 | | | | 1 | | I | | | | | | | Z= 1. 5 Fr= 2. 491 | 46. 001 1 I 5 | 60. 711. 521 . 643 59. 31 | | | ---- | ----| ----| 30. 41 I | | ---- | ---- | |---- | - | 1687. 0/ . 0015 } B= 10. 0110. 31 100| . 2 | | n=. 0150 Dn= 7. 61 | | | | / 1 | | | | | | | | | Z= 1. 5 Fr= . 811 I I i I I } | | | 1 | | i | | | | | | I | | | | I | | | I | � ----- - I *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TyPES: 1=A, 2=B, 3=C, 4=D, * | *7=SF( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV (POOR COV) , 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* .^'��`• '•��Y�|" • • ��^i� � � � `�``�.�7! �� `' �� ' ' �� `` � �� <� �'`�7 43 C/TY -F x~7-A-^v A /0.577‹ ~' - - � || i | | | ! ^ / STUDY NAME: ��v0� � _� AVE . .0,‹44"/", I CALCULATED BY: 4��A2| | CHECKED BY: I | 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 01 ; INTENSITY SLOPE = . 600 I PAGE NUMBER ^^ OF S. | [ADVANCED ENGINEERING SOFTWAR E] ' I |CONCENTRATION | SOIL | DEV. | AREA | I IC } 0 | 0 | SLOPE | SECTION | V | PATH| T I Tc I HYDRAULICS | | POINT NUMBER | TYPE | TYPE | (ACRES) | in/h | (SUB) TOTAL | ft/ft | | fps. | ft. | min. | min. | AND NOTES I | - } ---- | ---- | ! ---- | ---- | ----- } | ----- | } ---- | ---- | ----| | ' | ( � ---- | ----| l ----i ---- | } ) ) | ---- |----| ----| | | | -------------| ---- | ---- | } ---- | ----| | 1 . 02671 | 12640117. 31 IINITIAL SUBAREA| / 101. 20 | 1 | 4 } 20. 012. 131 . 747 | 31. 81 i | | ---- 1---- | ---- | 17. 31 I - 1 ---- i ---- } I 31. 81 . 0021 |D= 39. " } 5. 01 3301 1. 11 | n=. 0130 Dn= 2. 31 | 101. 20 | 1 | 4 | 20. 012. 051 . 743 } 30. 51 ------ | I | ---- | ----| ---- | 18. 41 | � - | ---- | ---- | | ---- |---- } ----- | 62. 21 . 00231D= 48. " | 6. 01 6601 1. 81 |n=. 0130 Dn= 3. 11 | 101. 00 | 1 | 4 | 40. 011. 941 . 736 57. 11 | ) | ---- } ---- |---- | 20. 2 | | � | ---- | ---- | / ---- } - i 119. 31 . 0231 | D= 39. " | 16. 8| 2640| 2. 61 |n=. 69130 Dn= 2. 61 | ! ---- | ----| | ---- | ----| I 119. 31 . 0015 !B= 6. 0| 5. 2126401 8. 41 | n=. 0150 Dn= 2. 41 I } / I | | | } I | | Z= 1. 5 Fr= . 701 102. 00 | 1 | 2 | 80. 011. 491 . 766 | 91. 41 | | | ---- | ---- | ---- | 31. 31 | | . | ---- 1 - | 210. 71 . 0008 | B= 6. 0\ 4. 7126401 9. 41 | n=. 0150 Dn= 3. 81 | I | } | I | | I I | Z= 1. 5 Fr= . 521 | 104. 00 | 1 | 4 | 80. 011. 271 . 677 | 69. 11 | | -- | ---- | ---- | ----| 40. 71 | | | ---- | ---- | | ---- } ---- | ----- | 279. 81 . 00301B= 6. 0 | 8. 41264691 5. 21 | n=. 0150 Dn= 3. 11 } | i I I I | | I I | Z= 1. 5 Fr= 1. 011 } 105. 00 | 1 | 4 | 80. 011. 191 . 664| 63. 01 \ | l ---- | ---- | ----| 45. 91 I } -- | ---- | ---- | | ---- 1 ---- | I 342. 91 . 0054 | B= 6. 0| 11. 0| 1300| 2. 01 | n=. 0150 Dn= 3. 691 I | | I ! | | I | I | Z= 1. 5 Fr= 1. 341 � 108. 00 | 1 | 5 } 80. 011. 161 . 578| 53. 5} ------ | i -- | ---- | ----| ----| 47. 91 I � | ---- \ ----| | ---- | ---- i I | I | ---- | ---- | | | � CONFLUENCE ! TC#1= 47. 9 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 ! | | LARGEST I | ANALYSIS | 0#1= 396. 3 0#2= 0. 0 0#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 | I I CONFLUENCE I | FOR POINT# | I#1= 1. 16 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I I 0= 396. 3 I } 108. 00| 01 = 396. 3 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----1 ----| I | ! | ---- } ---- | | ---- | ---- } I - | ----- | I | | | | | ---- | ---- | |---- |---- ) 1 | | ---- | ---- |---- | I | } - | ---- | ---- | | ---- I ---- } | | . 02441 | 12900120. 01 } INITIAL SUBAREA| | 103. 00 | 1 I 5 | 80. 0 | 1. 95 \ . 689| 107. 5 | \ | | ----| ----| ---- | 20. 01 | | - ! ---- | ---- | } ---- } ----) | 107. 5 | . 0076 | D= 48. " 110. 911320| 2. 01 | n=. 0130 Dn= 2. 91 106. 00 | 1 I 5 | 80. 0 | 1. 84 | . 679} 100. 1 | | | |---- | ---- |---- | 22. 01 | | ---- | ---- | } ---- } ----! ----- | 207. 7 | . 0077 | D= 60. " 112. 9113001 1. 71 |n=. 0130 Dn= 3. 81 | 107. 690 | 1 | 5 | 80. 011. 761 . 672| 94. 71 | I | ---- |----| ---- | 23. 71 | |-- | ---- | ---- | } ---- | ----| -----| 302. 41 . 0242 | D= 57. " 121. 912600 | 2. 01 | n=. 0130 Dn= 3. 41 | | | | | ! | I | | I | | I | | | - -- - - ------ I *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * | | 0 0 0 | | | | } STUDY NAME: L ^/s/E ~ � / ___~ H/4,,,f1_,40%/0 44/E , I CALCULATED BY: | CHECKED BY: | ) 10. 0 YEAR STORM 1-HOUR RAINFALL( inch) = 1. 01 ; INTENSITY SLOPE = . 600 I PAGE NUMBER S OF 3- [ADVANCED ENGINEERING S O F T W A R E] ' | / CONCENTRATION | SOIL \DEV. | AREA I I I C | Q } Q } SLOPE| SECTION| V |PATH| T | Tc | HYDRAULICS | i POINT NUMBER | TYPE| TYPENACRES) | in/h \ | (SUB) | TOTAL | ft/ft } | fps. | ft. | min. | min. | AND NOTES | | - | ---- | ---- } |---- | ---- | 1 } ) |---- } ---- | ---- | [ | | | ---- | ----| | ---- 1 ---- | 1 I I | ---- | ---- | ----| | | | CONFLUENCE | TC#1= 47. 9 TC#2= 25. 7 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST i | ANALYSIS | 0#1= 396. 3 0#2= 302. 4 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I | CONFLUENCE | } FOR POINT# | I#1= 1. 16 I#2= 1. 68 I#3= 0. 00 I44= 0. 00 I#5= 0. 001 | | | 0= 604. 4 | 108. 00| 01 = 604. 4 02 = 515. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0| ---- | ----| | | | ------ | ---- \ ---- } | ---- i ---- } ----- } - | ----- | - | ---- | | | | | | ----| ---- | } ---- | ---- | ----- | 604. 4 | . 0062 }B= 6. 0113. 4 | 1300 | 1. 61 | n=. 0150 Dn= 3. 81 | } I } | I | | | | I I | I | Z= 1. 5 Fr= 1. 481 | 109. 00 } 1 I 5 I 80. 011. 131 . 573) 51. 91 I I ---- | ---- | ----| 49. 51 I | ---- ! ---- | ---- ! } ---- | ---- } I 656. 4 . 0092 } B= 6. 0115. 911300| 1. 41 | n=. 0150 Dn= 3. 61 | | I | 1 I | | } | I | | | Z= 1. 5 Fr= 1. 791 112. 00 | 1 I 5 I 80. 011. 12 } . 568} 50. 71 I | ---- | ----! ---- | 50. 91 | | ---- | ---- ! ) ---- | ----| I | | | ---- | ---- | ----| | | | CONFLUENCE | TC#1= 50. 9 TC#2= 0. 0 TC#3= 0. 69 TC#4= 0. 0 TC#5= 0. 01 | I I LARGEST I | ANALYSIS | 0#1= 707. 1 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I | CONFLUENCE I } FOR POINT# | I#1= 1. 12 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I I Q= 707. 1 I | 112. 00 | 01 = 707. 1 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- | I | | | ---- | ---- |-- } ---- } ---- i | ! -----| } ---- | | | I | | | ---- | ----| l ---- | ---- \ ----- | ------ | | i ---- | ---- | ----| I I | ---- | ---- | -------| ---- | - | \ . 02591 I |2700 | 19. 2| | INITIAL SUBAREA! 110. 10 1 | 5 | 40. 012. 001 . 693 | 55. 41 ------ | I / ---- | ---- | ----| 19. 21 -- | | | ---- | ---- } -- | ---- |---- } -----| 55. 4 | . 0077 } D= 36. " I 9. 21 650 1. 21 |n=. 0130 Dn= 2. 41 | 110. 001 1 | 5 I 40. 011. 931 . 687 | 53. 01 | ----- 1 | ---- | ---- | ---- | 20. 41 | | - | ---- } ---- | | ---- | ---- | ----- | 108. 4 | . 0100 | D= 45. " 112. 111300 } 1. 81 |n=. 69130 Dn= 2. 81 111. 001 1 i 5 I 80. 011. 831 . 679 } 99. 61 | ----- | | ---- | ---- | ---- | 22. 21 I | | ---- | ---- | --| ---- | ---- | ----- | 208. 69i . 02271D= 48. " 119. 112600 } 2. 31 | n=. 0130 Dn= 3. 21 | ---- � ---- | l ---- } ---- | | | | i ---- } ---- | ----| I | | CONFLUENCE | TC#1= 50. 9 TC#2= 24. 5 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST I | ANALYSIS | 0#1= 707. 1 Q#2= 208. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I I CONFLUENCE I | FOR POINT# | I#1= 1. 12 I#2= 1. 73 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 841. 1 I | 112. 00 | 01 = 841. 1 02 = 548. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- | | | | ---- | ---- | | ---- } ----I ----- | | | | ---- | } | I | � | ----| ---- | | ---- I ---- | I 841. 11 . 0100|B= 6. 0117. 4113069| 1. 21 | n=. 0150 Dn= 4. 01 } | I I | I } | i | } | | | | Z= 1. 5 Fr= 1. 881 | 113. 001 1 | 5 I 80. 011. 101 . 5641 49. 61 I | | ---- | ----) ---- | 52. 11 | . | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF (1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * ||/ 411) CO .i s,..._ `9 | | | - | STUDY NAME: ,~ ^ ____' k� . I CALCULATED BY: �HE�� 4/5�un60- | | CHECKED BY: I | 10. 0 YEAR STORM 1-HOUR RAINFALL (inch)= 1. 01 ; INTENSITY SLOPE = . 600 I PAGE NUMBER 3 OF *� I | [ADVANCED ENGINEERING SOFTWARE] | �CONCENTRATION | SOIL ) DEV. | AREA \ I | C 1 Q | Q | SLOPE } SECTION | V | PATH| T | Tc | HYDRAULICS I POINT NUMBERiTYPE | TYPE| (ACRES) | in/h1 } (SUB) } TOTAL ) ft/ft } | fps. | ft. | min. ! min. | AND NOTES I | | ---- | ---- } | ---- | ---- 1 i ------| | -- | ---- | ----}---- | | | | - | ---- | ---- } ------- | ---- ) ---- | ----- I 890. 71 . 0115 | B= 6. 0118. 7113001 1. 2 | | n=. 0150 Dn= 4. 01 } I | I | I | I | | } | | | Z= 1. 5 Fr= 2. 021 116. 001 1 | 5 | 80. 011. 081 . 5601 48. 61 | ----- 1 | ---- l ---- | ---- | 53. 31 | | ---- | ---- | i ---- | ---- | | ------ } ----- | -- | ---- |----| ---- | | | | CONFLUENCE I TC#1= 53. 3 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST I } ANALYSIS I 0#1= 939. 3 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 I | | CONFLUENCE I � FOR POINT# | I#1= 1. 08 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 939. 3 I 116. 001 01 = 939. 3 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 |---- |---- | | I | ---- | ---- | | ---- | ----i I | | 1 ---- | | } | ' | I ---- } ---- | | ---- i ---- } I ------ I I | ---- } ---- | ---- } | | } ) ---- | ---- | \ ---- | ---- | ----- I 1 . 02631 | 12700119. 2| ' INITIAL SUBAREA| } 114. 101 1 5 | 40. 012. 001 . 6931 55. 51 - | } - | ---- | ----|----| 19. 21 | � ------ } ---- | ----| | ---- | ----| ----- | 55. 51 . 0108|D= 36. " 110. 71 6501 1. 0| | n=. 0130 Dn= 2. 11 | 114. 001 1 5 \ 40. 011. 941 . 6881 53. 41 -| I | ---- } ----|---- | 20. 21 | l - --- | ---- | ---- | 1---- |---- | | 109. 01 . 01381D= 42. " 113. 611300| 1. 6| | n=. 0130 Dn= 2. 71 115. 00 | 1 | 5 | 80. 0 | 1. 86 | . 681 } 101. 0} ------ 1 ----- | | ---- I ----|----| 21. 81 | l ---- | ---- | - I ---- 1 ---- 1 -----| 210. 01 . 0212 } D= 51. " 119. 012600 | 2. 3| | n=. 0130 Dn= 3. 11 i ---- ---- } ---- | ---- 1 ------- | ---- | ---- |----- | ------ } ----- } -- | ---- | ---- | ----| I I | CONFLUENCE TC#1= 53. 3 TC#2= 24. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST | | ANALYSIS | 0#1= 939. 3 0#2= 210. 0 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE I | FOR POINT# | I#1= 1. 08 I#2= 1. 75 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I | I 0=1069. 6 I 116. 00 | 01 =1069. 6 02 = 634. 1 03 = 0. 0 04 = 0. 0 05 = 0. 0l ---- |---- | I I | | ---- | ----| | ---- ) } | | 1 ---- 1 | | | | - - | ---- \ ---- i | ---- }---- | ----- | 1069. 6 | . 0123 |B= 8. 0119. 9113001 1. 1i |n=. 0150 Dn= 3. 91 | � | | | } I | | } I I | | Z= 1. 5 Fr= 2. 121 | 117. 00i 1 I 5 I 80. 011. 071 . 557 47. 71 | I } ----|---- | ---- | 54. 31 | | � ---- | ---- 1 } ---- | ---- | | 1117. 4 } . 0123 } B= 8. 0120. 1113001 1. 1 | | n=. 0150 Dn= 4. 01 ) | | | 1 I | I | | | I I | | Z= 1. 5 Fr= 2. 121 | 120. 00 | 1 I 5 I 80. 011. 06 } . 553 } 46. 91 } | ! ----| ----| ----| 55. 41 I � | ---- | ----| | ---- i----| | | I } ---- | ---- |----| | | | CONFLUENCE | TC#1= 55. 4 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST | } ANALYSIS | 0#1=1164. 2 0#2= 0. 0 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE \ | FOR POINT# | I#1= 1. 06 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I | I 0=1164. 2 | \ 120. 00 | 01 =1164. 2 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0| ----| ----| I I � | ---- |---- i |---- } ---- | 1 | | | ---- | | | | | } - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * `,-,'- ' " -»r` n=QP (2' =.-nc) ' 9=UNDEV(POOR COV)" 10=UNDEV(FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | ` } � � �-� �_� D~�. | | / � STUDY NAME : / WE ‘C. _--^ ^ 9404*�� | CALCULATED BY: ! ' | CHECKED BY: . | 10. 0 YEAR STORM 1-HOUR RAINFALL( inch) = 1. 01 ; INTENSITY SLOPE = . 600 | PAGE NUMBER ^% OF s- | [A D V A N C E D ENGINEERING SOFTWARE] ' | } CONCENTRATION| SOIL | DEV. | AREA | I } C ) Q | Q | SLOPE| SECTION | V } PATH| T | Tc | HYDRAULICS | | POINT NUMBER1TYPE | TYPE| (ACRES) | in/h1 1 (SUB) | TOTAL | ft/ft | | fps. | ft. | min. | min. ! AND NOTES | | ------ \ ---- | ---- \ | ---- | ---- | ----- 1 I I -- | ---- | ---- |---- | |` | | | ---- | ---- } |---- | ---- | ----- | I I |----| ---- |---- | I } -------- i ---- | ---- | I ---- I ---- } ----- | } . 0244 } 1 12700119. 41 ! INITIAL SUBAREA| | 118. 10 | 1 I 5 | 40. 011. 991 . 6921 54. 91 I I | ----| ---- | ---- ! 19. 41 | | - | ---- | ---- } | ---- | ---- | ----- | 54. 91 . 0123 |D= 33. " 111. 0 | 65691 1. 01 | n=. 0130 Dn= 2. 2| } 118. 00 | 1 I 5 | 40. 011. 931 . 6871 53. 01 I | - l ----| ---- | ----| 20. 41 | i ---- | ---- | | ---- | ---- |----- | 107. 91 . 0131 |D= 42. " 113. 3113001 1. 61 |n=. 0130 Dn= 2. 8| | 119. 00 | 1 | 5 ! 80. 0 \ 1. 84 | . 679 | 100. 0 | I I | ----| ---- i ---- | 22. 11 |----- ! ---- | ---- | ! ---- | ---- | I 207. 91 . 0200 |D= 51. " 118. 5126001 2. 31 | n=. 0130 Dn= 3. 1 | i | ----| ---- | | ---- | ----i I I I | ---- | ---- | ---- | I | | CONFLUENCE \ TC#1= 55. 4 TC#2= 24. 4 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | I LARGEST | | ANALYSIS i Q#1=1164. 2 Q#2= 207. 9 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I I CONFLUENCE | | FOR POINT# \ I#1= 1. 06 I#2= 1. 73 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I I Q=1291. 3 | 120. 00 | 01 =1291. 3 02 = 720. 5 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----| ---- 1 | } |---- | ---- | | ---- | ---- | } ------ ) | ------- | ---- | I I I | | ---- | | ---- i ---- | ----- | 1291. 31 . 0108 ) B= 8. 0120. 0113001 1. 11 | n=. 0150 Dn= 4. 41 ! | | | | | | I I I ! I | | Z= 1. 5 Fr= 2. 021 121. 00 | 1 I 1 | 80. 011. 051 . 790 ) 66. 21 i I I ----| ---- | ---- | 56. 51 | | ---- | ---- } 1 ---- | ---- i 11357. 5i . 0092 } B= 8. 0119. 2113001 1. 11 |n=. 0150 Dn= 4. 71 ! ) | ! I I | 1 | I I I I I | Z= 1. 5 Fr= 1. 891 122. 00 1 I 1 | 73. 511. 031 . 789 | 60. 01 ------} ----- 1 ------- 1 ---- 1----1----| 57. 61 ---| | � ---- I ---- | |---- 1 ---- i ----- 11417. 5 | . 0088 |B= 8. 0118. 9112501 1. 11 | n=. 0150 Dn= 4. 91 � | I | } } ) | | I I | I I | Z= 1. 5 Fr= 1. 831 ) 124. 00 ! 1 I 5 | 52. 811. 021 . 543 | 29. 31 I \ ---- | ----| ---- | 58. 71 I | -- | ---- |---- | | ---- | |------ | ----- | ------- | ---- |---- | ---- | | | } CONFLUENCE | TC#1= 58. 7 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I | LARGEST | } ANALYSIS | 0#1=1446. 8 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I | CONFLUENCE I | FOR POINT# | I#1= 1. 02 I#2= 0. 00 I#3= 0. 00 I44= 0. 00 I#5= 0. 001 | | I 0=1446. 8 | 124. 00 | 01 =1446. 8 02 = 0. 0 Q3 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- 1 | | � | ---- | ---- | | ---- | ---- ) ----- | \ I | ---- | | | | I | ---- | ---- | ---- | } ---- | ---- I i------ | | | ----| ---- ! ---- | I | | | ---- | ---- | | ---- | ---- | ----- i | . 02291 I 13500121. 91 ! INITIAL SUBAREA ! } 123. 690 | 1 | 5 | 60. 611. 851 . 6801 76. 31------ i | | ---- |---- | ---- | 21. 91 | | | ----| ---- | 1 ---- | ----| I 76. 3| . 0194 |B= 2. 0112. 2132001 4. 41 | n=. 0150 Dn= 1. 51 } | I | | I I I | I I | I | | Z= 1. 5 Fr= 2. 171 ) | I | I I I I | I | | I I I | } ---- ----- | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * ! | " | ( � - D II ` ~~' | � | | | ' | STUDY NAME: 21ft45 \IC I .---~ /..74 ^ | CALCULATED BY: | ' | I CHECKED BY: | | 10. 0 YEAR STORM 1-HOUR RAINFALL (inch) = 1. 01 ; INTENSITY SLOPE = . 600 I PAGE NUMBER 5- OF 5 | EADVANCED ENGINEERING SOFTWARE] - | } CONCENTRATION | SOIL | DEV. | AREA | I | C } Q | 0 |SLOPE | SECTION | V | PATH| T | Tc | HYDRAULICS | ) POINT NUMBER | TYPE | TYPE | (ACRES) | in/h | I (SUB) 1 TOTAL | ft/ft | | fps. | ft. | min. | min. | AND NOTES | � | - | ---- | ---- | | ---- | ---- | | 1 | I ---- | ----| ---- | | ` | | ---- / ---- | |---- | ---- |----- | I | | ---- }---- |---- | } | | CONFLUENCE | TC#1= 58. 7 TC#2= 26. 3 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I ! | LARGEST | � ANALYSIS | Q#1=1446. 8 0#2= 76. 3 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I | | CONFLUENCE | | FOR POINT# | I#1= 1. 02 I#2= 1. 66 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0=1493. 8 | | 124. 00 | 01 =1493. 8 02 = 722. 8 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ----| ----| | | | ---- } ---- | | ---- | ---- | I ! ----- | | ----} | | | | | ---- | ---- | | ---- 1 ---- | 11493. 81 . 016418= 10. 0123. 9145001 3. 1 | | n=. 0150 Dn= 3. 91 � | I | | I } | | I I I I | | Z= 1. 5 Fr= 2. 491 | | ---- | ---- | | ---- | ---- 1 I I | | ---- | ---- | ----| | CONFLUENCE | TC#1= 61. 9 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST | | ANALYSIS | Q#1=1493. 8 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE | | FOR POINT# | I#1= . 99 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I | | 0=1493. 8 | 127. 00 | 01 =1493. 8 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- | | | | - | ---- | ---- i } ---- } ---- | | } | -- | ---- | | | ----| ---- | ! ---- | ---- i | | | | ----| ---- | ----| | i } ------ | ---- | ---- | | ---- | I 1 . 02041 } 12700120. 2 | | INITIAL SUBAREA| | 125. 10 | 1 I 5 | 40. 011. 941 . 688| 53. 5 > ------ 1 | 1 ----| ---- | ---- | 20. 2| | | ---- | ---- i i ---- } ---- | ----- | 53. 51 . 0062 |D= 39. " | 8. 51 6501 1. 3 } | n=. 0130 Dn= 2. 3| 125. 001 I 5 ! 40. 011. 871 . 682 | 51. 11 | -----| | ---- ! ---- | ----| 21. 4 | | � | - ! ---- | ---- | | ---- | ---- | ----- } 104. 61 . 0054 | D= 51. " 1 9. 6113001 2. 3| | n=. 0130 Dn= 3. 1 | 126. 00| 1 I 5 | 70. 111. 761 . 67283. 01 i | 1 ---- | ---- |---- | 23. 7| | ---- | ----| | ---- | ---- | I 187. 61 . 0090 | D= 57. " 113. 4121001 2. 6| | n=. 0130 Dn= 3. 5| 127. 00 | 1 I 5 | 50. 511. 661 . 660 | 55. 2 | ------ | } | ---- i ---- | ----| 26. 3 | | | ------ | ---- | ---- i }---- | - | ------ } |------- | ---- | ---- | ----| | | | | CONFLUENCE | TC#1= 61. 9 TC#2= 26. 3 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST | � | ANALYSIS | 0#1=1493. 8 Q#2= 242. 8 Q#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I } | CONFLUENCE | | FOR POINT# i I#1= . 99 I#2= 1. 66 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | Q=1639. 2 | } 127. 00 | 01 =1639. 2 02 = 877. 9 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 -| ----| | ---- } ---- 1 | \ | | ----| | | | | } | ---- |---- | )---- |---- | i------ |----- | } ---- | ---- |---- | | | 127. 00 | I I 2067. 511. 661 | 11639. 21 I I | I | 61. 9 | Stream Summary | | | ---- |---- / | ---- | ----| ----- | | I | ---- |---- |---- i | | � | | | | 1 I | | | | | I | | | | | | | | | | | } } I | | | | | } | | I | | | | i | I | | | | | l -- - - - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=8, 3=C, 4=D, * *7=qP/ l -nC) ' 8=SF(2. 5-AC) . 9=UNDEV (POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | } ��0 �~ ^�, ^�� -�� "w ��u, | \�� 7ry -x� ��"�~�� e��«� ��= °v ��°�- ' it) | | i STUDY NAME: ^/ //V/E � r) v ____- ^= � �� , | CALCULATED BY: u�/3��4 | '- -- I CHECKED BY: | | 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 06; INTENSITY SLOPE = . 600 | PAGE NUMBER / OF 5- | | - [ADVANCED ENGINEERING S O F T W A R E] | CONCENTRATION} SOIL \ DEV. | AREA | I } C | Q | Q } SLOPEISECTION| V IPATH| T | Tc | HYDRAULICS | } POINT NUMBER | TYPE | TYPE| (ACRES) | in/h | ) (SUB) | TOTALlft/ft | | fps. | ft. | min. | min. | AND NOTES | } | ---- | 1---- 1 ---- | ----- 1 ------ | ----- | -- | ----| ---- | ---- | i | ----- | ---- | ---- i |---- } ---- | ----- | I | | ---- | ---- | ----i I | - | ---- } ------- |---- | ---- | ----- | 1 . 01971 I | 2900| 20. 9| | INITIAL SUBAREA| | 200. 00 | 1 I 5 1 80. 0 \2. 00 | . 692 | 110. 6| - | | | ----| ---- | ---- | 2@. 9 | | ------------- | ---- | ---- | -- \---- I ---- I -----) 110. 61 . 00311D= 57. " 1 7. 811300 | 2. 81 | n=. 0130 Dn= 3. 5| | 203. 00 | 1 I 5 I 80. 0 ) 1. 85 | . 680 | 100. 9 | - | i ------- | ---- | ---- | ---- | 23. 71 | | ------------- } ---- | ---- |------- i---- |---- I----- !------ i i-- i ---- | ---- |---- | | \ CONFLUENCE \ TC#1= 23. 7 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I I LARGEST | 1 ANALYSIS 041= 211. 5 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I | CONFLUENCE | I FOR POINT# I#1= 1. 85 I#2= 0. 00 I43= 0. 00 I#4= 0. 00 I#5= 0. 001 | I I 0= 211. 5 | | 203. 00| 01 = 211. 5 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 |---- |---- } I | \ - 1 ----| | ---- | ---- | I } | ---- | | I I ) ------------- > ---- | ---- | } ---- } ---- | | ------ i i | ---- } ---- | ---- | | | | ------- | ---- | ----| | ---- | ---- | -----) . 0237I I \ 2700 | 19. 6 ! ' INITIAL SUBAREA | I 201. 101 1 1 5 I 40. 012. 081 . 6991 58. 01 ------ | ----- | |---- | ---- | ---- | 19. 61 | | ------------- \ ---- 1 ---- \ ------- | ---- | ---- | ----- 1 58. 0 } . 0015 | D= 51. " / 5. 11 650 | 2. 11 1n=. 0130 Dn= 3. 1 | | 201. 001 1 I 5 | 40. 011. 951 . 6891 53. 81 | I 1 ----| ---- | ----| 21. 71 | � } ----- | ---- } ---- | | ---- | ---- | -----1 111. 9 | . 0031 | D= 57. " 1 7. 911300| 2. 81 | n=. 0130 Dn= 3. 6| | 202. 00 | 1 I 5 | 80. 011. 821 . 6771 98. 51------ 1----- 1 |---- |---- |---- | 24. 41 | - | ---- | | ---- | ---- | -----| 210. 41 . 0212 |D= 51. " 119. 012600 | 2. 31 | n=. 0130 Dn= 3. 1 | | ------------- | ---- | ---- | -- | ---- | ---- } ----- \ ------ } ----- | ------- I ---- | ---- } ---- | | } CONFLUENCE } TC#1= 23. 7 TC#2= 26. 7 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 0 ! | i I LARGEST | 1 ANALYSIS | Q#1= 211. 5 0#2= 210. 4 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 ! | I CONFLUENCE ! i FOR POINT# | I#1= 1. 85 I#2= 1. 72 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | i | Q= 407. 0 I 203. 00 | 01 = 397. 9 02 = 407. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0| ---- | ----i I | | - | ---- | ---- ! | ---- | ---- | -----| - } | i ---- | | I I | | -------- |---- } ---- |-------) ---- I---- |----- | 407. 01 . 00381D= 87. " | 11. 711300 | 1. 91 }n=. 69130 Dn= 5. 7i } 204. 001 1 I 5 | 80. 011. 661 . 6601 87. 41 ) ----- | ------- | ----! ---- | ---- | 28. 61 | ------------- } ---- | ---- | | ---- / ---- | ----- | 494. 51 . 00621D= 87. " | 14. 711300 ! 1. 51 | n=. 0130 Dn= 5. 5| | 207. 001 1 | 5 | 80. 011. 611 . 6541 84. 11 i ----- | | ----| ----| ---- | 30. 01 | I - | ---- ! ---- | | ---- | ---- }----- i------ } |- |---- |---- |---- | | � | | CONFLUENCE | TC#1= 30. 0 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I I LARGEST | ANALYSIS | 0#1= 578. 5 Q#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I I CONFLUENCE | | FOR POINT# I#1= 1. 61 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I | 0= 578. 5 | I 207. 00 | 01 = 578. 5 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0| ---- | ---- | I } | | ---- | ---- | } ---- } ---- | | I | | ---- | | | I | | ------ - ------ - - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * ~�-"� ' ^ -»r` A=�:P /�, pi-nr) ' 9=UNDEV(POOR COV)., 10=UNDEV (FAIR COV. , 11=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* } / �Q � | �~�� D AI / | ) | STUDY NAME: � �*�u� \ �� ~---� �� a�~, I CALCULATED BY: | °-_', ~� � ' I CHECKED BY: | | 10. 0 YEAR STORM 1-HOUR RAINFALL( irch) = 1. 06; INTENSITY SLOPE = . 600 I PAGE NUMBER 2 OF 5 I | ------ EADVANCED ENGINEERING SOFTWPREJ | | CONCENTRATION | SOIL | DEV. | AREA I I ! C I Q ) Q |SLOPE } SECTION| V | PATH| T | Tc | HYDRAULICS | POINT NUMBER | TYPE \ TYPE ! (ACRES) iin/h | } (SUB) 1 TOTAL | ft/ft | | fps. | ft. |min. | min. | AND NOTES I }- ------------ |---- I |---- )---- > |------ | | >---- }---- |---- | � } | ----- | ---- I ----| } ---- | ---- \ ) I I | ---- | ----| ---- | I I | ------------- | ---- � ---- | ------- | ---- } ---- } ----- | 1 . 02441 } |2700| 19. 4| | INITIAL SUBAREA' 205. 101 1 I 5 l 40. 012. 08 } . 699 } 58. 3 \ ------ 1 I |---- |---- |---- | 19. 41 | -------- } ---- | |---- } ---- I ----- | 58. 31 . 00311D= 45. " } 6. 71 650 | 1. 61 | n=. 0130 Dn= 2. 81 | 205. 001 1 I 5 | 40. 011. 991 . 6921 55. 01 I | -- i ---- | ----| ----| 21. 11 | } ---- | ---- | ---- | - \ ---- | ---- | I 113. 31 . 00541D= 51. " | 9. 711300 | 2. 2I | n=. 0130 Dn= 3. 31 206. 001 1 I 5 80. 0| 1. 87 | . 6821102. 0 | I 1 | ---- | ----| ----| 23. 31 | � ----- | ---- | ---- | ------- | ---- \ ---- | ----- | 215. 31 . 0215 } D= 51. " 119. 212600| 2. 31 | n=. 0130 Dn= 3. 11 | ---- | ---- | ---- | | ---- \ ---- | -----| I I | ----} ----| ----| I I | CONFLUENCE I TC#1= 30. 0 TC#2= 25. 6 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 } I I LARGEST | ) ANALYSIS I 0#1= 578. 5 0#2= 215. 3 0#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 | I I CONFLUENCE I | FOR POINT# I I#1= 1. 61 I#2= 1. 77 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I I 0= 774. 0 | ! 207. 001 01 = 774. 0 02 = 707. 7 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ----| I | } -------------| ----l ---- \ | ---- ) ---- | ----- I------ } I | ---- | | I I I | - ---- | ---- | ----| } ---- | ---- I ----- | 774. 01 . 0058 | B= 10. 0113. 712600 | 3. 21 |n=. 0150 Dn= 3. 71 | I | I I I I I I I i | I | Z= 1. 5 Fr= 1. 471 208. 001 1 I 5 | 80. 011. 511 . 6421 77. 71 I I I---- i ---- |---- | 33. 21 | | ---- | ---- | ---- ) | ---- | ---- i ----- | I | -------| ---- | ----| ---- | I I | CONFLUENCE I TC#1= 33. 2 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST I | ANALYSIS I 0#1= 851. 7 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 61#5= 0. 01 | I I CONFLUENCE I | FOR POINT# I I#1= 1. 51 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 851. 7 I 208. 001 01 = 851. 7 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- |----| | | | | ---- | ---- | | ---- | ---- | I |----- | |---- | | I I I ! ---- | ---- | ---- | | ---- | ---- | ----- } ------ | ----- i -- | ---- | ---- | ---- | I I � --- | ----| ---- | I ----| ---- | I . 02251 I | 2400 | 18. 9 | ! INITIAL SUBAREA ' } 209. 101 1 | 5 | 67. 8|2. 12 | . 702 | 101. 1 } | | i ---- } ---- | ---- | 18. 91 | | ---- | ---- | } ---- | ---- ) I 101. 1 | . 0214 | D= 39. " 116. 0| 700 | . 71 | n=. 0130 Dn= 2. 31 \ 209. 001 1 | 5 | 25. 912. 081 . 698| 37. 51 - | | } ---- | ----| ---- | 19. 61 I | -- | ---- | ----| | ---- } ----| I 138. 6 | . 0076 | D= 51. " 111. 5| 920| 1. 31 |n=. 0130 Dn= 3. 41 | 210. 001 1 | 5 | 57. 612. 001 . 692| 79. 61 } | | ---- |---- |----} 20. 91 | } | ---- | ---- | | ----| ---- | I 218. 2 | . 0215 |D= 51. " | 19. 3 | 13061| 1. 11 | n=. 0130 Dn= 3. 21 | 211. 001 1 | 5 | 80. 0| 1. 93| . 687 | 106. 3i - | | | ---- |----| ----| 22. 01 | | | ---- | ----| | ---- | ---- ! I 324. 5} . 0208|D= 60. " | 21. 0| 1300 | 1. 01 |n=. 0130 Dn= 3. 71 | | | | I I } I | I I | | I I I � I | | I I | I | I I | | I I I | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * '--,-' ^ ""` u-nc 'c, =.-or) q=/ NnFV(POOR COV) , 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* 0 \O v !) I 1 I STUDY NAME: L.i' • 0 / 64-16,./N6" oeA. Pi<A-/N I CALCULATED BY: SNEiv 4/s/8t 1 CHECKED BY: I 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 06; INTENSITY SLOPE = . 600 I PAGE NUMBER .3 OF 5 I I ---- - CADVANCED ENGINEERING SOFTWPREJ ICONCENTRATIONISOILIDEV. I AREA I I I C 1 0 1 0 ISLOPEISECTIONI V IPATHI T l Tc 1 HYDRAULICS I I POINT NUMBER I TYRE I TYPE I (ACRES) I in/h I 1 (SUB) I TOTAL_ 1 ft/ft I I fps. I ft. I rain. I ruin. I AND NOTES I 1 ------ i ---- I ---- I - 1 1 -___ 1 -__--- 1 ---_.--- 1 ------- I -----__-_ I ---- I ---- I ----1 I' I 1 --_- 1 ---- 1 ---- 1 --_____ 1---- 1 ---- 1 ------- 1 -•_-__-.-- 1 ---_-- 1 --- 1 _-_-- I ---- I---- I I CONFLUENCE I TC#1= 33. 2 TC#2= 23. 1 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I 1 LARGEST I I ANALYSIS i 0#1= 851. 7 0#2= 324. 5 043= 0. 0 0#4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I I FOR POINT* I J#1= 1. 51 T#2= 1. 88 I#3= 0. 00 I#4= 0. 00 I#5= 0. 00 1 I I I 0=1112, 6 I 1 208. 00 1 01 =1112. 6 02 = 916. 7 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----l ----I I I i I ---- 1 ---- 1 1 ---- I ----- I -----.._. 1 - I -•-------- I 1 ---._.. I I I I I ! 1 ---- I ---- I -- 1 ---- I ---- 1 11112. 6 1 . 0085 I B== 10. 0117. 4113001 1. 2 1 I n=. 0150 Dn= 4. 01 I I 1 I I I I I I I I 1 I I I Z= 1. 5 Fr= 1. 79 1 212. 00 1 1 I 5 I 80. 011. 481 . 637 1 75. 51 I I I ---- 1 ---- I ---- I 34. 41 I l ---- 1 ----- 1 -- 1 _----_ 1•...-.•_- I 11188. 1 I . 0054 1 B= 12. 0114. 7113001 1. 5 1 In-. 0150 Dn= 4. 41 i I I I I I I I I 1 I I I I I Z= 1. 5 Fr= 1. 45 1 215. 00 1 1 I 5 I 80. 011. 441 . 632 1 73. 01 1 --_---_-_ 1 ---- 1 ---- I---- I 35. 91 I i I ---- I ----1 1 ---- I 1 I I --- 1 ---- I ----1 I 1 I CONFLUENCE I TC#1= 35. 9 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I i ANALYSIS 0#1=1261. 1 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0*5= 0. 01 I I I CONFLUENCE I I FOR POINT# I I#1= 1. 44 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 00 1 1 I I 0=1261. 1 I 215. 00 1 01 =1261. 1 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- I ----1 I I I i ---- 1 -- -- I ---- --- I ---- 1 _--_- I ------- I -- I I ----•---- I ---- I I I 1 I I I ---- I ---- 1 1 -___ 1 ____ 1 1 --_---- I 1 1 -__-I ----I I 1 I ----- - I -- -- I ---- I------__- I ___.--_ I____- I ____.-_. I 1 . 0231 1 1 12950115. 71 IINITIAL SUBAREA I 213. 00 1 1 I 1 I 87. 912. 371 . 8231171. 31 ------ I ----- 1 ------- 1 ---- 1 ---- 1---- I 1;. 71 I I - I ---- I ---- I --_ 1 --.-- I ----- 1 --_.____.-_ I 1.71.. 3 1 . 01311D- 54. " 113. 511300I 1. 61 I n=. 0150 Dn= 3. 31 214. 00 1 1 I 1 I 80. 012. 231 . 8221146. 81 1 1 ---- I ---- I ---- I 17. 31 I I - I ---- I ----- I --- 1 216. 00 1 I 5 1 80. 011. 318. 2 I . 0173 1 D= 60. " 119. 412600 I 2. 21 I n=. 0130 Dn= 3. 91 I I ---- I ---- I --I ---- 1 ---_-I -_...-__- I -_ __ __ I I - -___... - 1 ---- I ----l ----I I `I I CONFLUENCE I TC#1= 35. 9 TC#2= 19. 6 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I I ANALYSIS 1 0#1=1261. 1 0#2= 318. 2 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I I FOR PO I NT# 1 rrI11#1= 1. 44 I#2 008 nI#3_ 0'.7 00 nI#4= 0.77 00 I#5= 0.77 00 1 I I I 0=1482. 2 1 215. 00 1 0 1 =1482. 2 02 =1005. 7 03 = 0. 0 04 = 0. 0 05 = 0. 0 1 -•--- I ----1 1 I 1 1 --_- I _--- 1-__--- -_- 1 ----- I - --- I _ . . -- 1 1 1 1 -_--- 1 I 1 1 I I I ---- 1 ---- I I --_- 1 ---- I----_- 11482. 21 . 012318= 14. 0120. 9113001 1. 01 I n=. 0150 Dn= 3. 6 1 I I I 1 1 I I I I I 1 I I I I Z= 1. 5 Fr= 2. 18 I I 216. 00 1 1 I 5 I 80. 011. 421 . 628 1 71. 31 1 I I ----I ---- I ---- I 37. 01 I I -- -- - --- I ---- 1 ---- 1 ----- -- I ---- I---- I-- -- -1 1553. 4 I . 0077 I B= 14. 0117. 9113001 1. 21 I n=. O 150 Dn= 4. 31 I i I I 1 I I 1 I 1 I I I I I Z= 1. 5 Fr= 1. 7 5 1 *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * . - ., 'r-, n-c_c .=-nr) _ q=-I INDEV(POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV(GOOD COV) i, 5=SPECIFIED COEFFICIENT* ' ~ | � «��/ 0 CO | | \ STUDY NAME: Z../^/6 %, r) ^ ___~ �~&� ^�� , I CALCULATED BY: "4-4 - I CHECKED BY: | } 10. 0 YEAR STORM 1-HOUR RAINFALL( inch) = 1. 06; INTENSITY SLOPE = . 600 i PAGE NUMBER �� OF ~,�� | �r | -- [ADVANCED ENGINEERING SOFTWAR E] | |CONCENTRATION | SOIL | DEV. | AREA | I | C | Q 1 Q } SLOPE | SECTION| V | PATH| T | Tc I HYDRAULICS | | POINT NUMBERITYPE | TYPE | (ACRES) } in/h1 } (SUB) } TOTAL \ ft/ft | Ifps. | ft. | min. | min. | AND NOTES | | ---- | ---- i ---- I - | ---- 1 ---- 1 ----- 1 } ----- | -- | ---- | ----| ---- | } } 219. 00 | 1 | 5 I 80. 011. 391 . 6241 69. 51 } | 1 ---- |---- |---- | 38. 21 | } ------ } ---- | ---- | - } ---- } ---- } ----- } ------ 1 ----- 1 ------- i ---- } ----} ----| | } | CONFLUENCE l TC#1= 38. 2 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I ! | LARGEST ) ANALYSIS ) 0#1=1622. 9 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 ! | | CONFLUENCE } � FOR POINT# | I#1= 1. 39 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I | I 0=1622. 9 219. 00 | 01 =1622. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0|---- | ---- | | | | ---- | ---- \ I ---- | ---- 1 ----- ) ) | -- } ---- | | | | | } ------ ---- | ---- | -- } ---- | ----} ----- | | ----- | ------- | ---- > ---- | ---- | | ` | ---- | ---- } | ---- | ---- } ----- \ 1 . 02341 I | 2900120. 2| ' INITIAL SUBAREA ! 217. 00 | 1 } 5 } 80. 0 | 2. 041 . 6961113. 5 } ------ 1 ----- I | ---- | ---- | ----| 20. 21 | ---- |---- ) i ---- } ---- | ----- } 113. 51 . 0092 | D= 48. " | 12. 0| 1300 | 1. 8| | n=. 0130 Dn= 2. 8 | � 218. 00 | 1 | 5 | 80. 0 | 1. 94 } . 688 | 106. 6 | ------ | | ------- | ---- } ---- } ---- | 22. 01 | | ---- | ---- | 1 ---- | ---- | ----- 1 220. 11 . 0181 |D= 51. " | 17. 8126001 2. 4| |n=. 0130 Dn= 3. 5 | | -------------1 ---- | ---- | ------- | ---- | ---- | ----- 1 ------ |----- i | ---- |---- | ---- | { | ' � CONFLUENCE | TC#1= 38. 2 TC#2= 24. 4 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST } ANALYSIS | 0#1=1622. 9 0#2= 220. 1 Q#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 | | ! CONFLUENCE | | FOR POINT# | I#1= 1. 39 I#2= 1. 82 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 ! | I 0=1791. 3 219. 690 | 01 =1791. 3 02 =1258. 7 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- } ---- | I | } � ---- | ---- | \ ---- \ ----1 | ------ | | ) ---- | | | | } - � ---- | ---- | | ---- | ----| ----- 11791. 3 \ . 00921B= 14. 0 | 19. 8 | 13001 1. 1 | in=. 0150 Dn= 4. 4i i | | | | 1 | | / | | | I | | Z= 1. 5 Fr= 1. 91 | 220. 00 | 1 I 5 | 80. 0| 1. 37 ! . 620 | 67. 91 ------ | | ------- | - - | ---- | 39. 31 | ---- } ---- | | ---- 1 ---- ) ----- \ 1859. 1 | . 01001B= 14. 0120. 8 | 1300| 1. 0| | n=. 0150 Dn= 4. 4 | | | | | | I | } | | i | | | | Z= 1. 5 Fr= 2. 01i 223. 00 | 1 I 5 | 80. 011. 351 . 6161 66. 41 ------ | | - | ----| ---- | ----| 40. 31 �------------- | ---- | ---- | ------- | ---- | ---- | | ------ | } ------- | ---- } ---- | ----| | | } CONFLUENCE | TC#1= 40. 3 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | } i LARGEST | � ANALYSIS | Q#1=1925. 5 Q#2= 0. 0 0#3= 0. 0 Q44= 0. 0 Q#5= 0. 01 I | I CONFLUENCE | � FOR POINT# } I#1= 1. 35 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I ! | 0=1925. 5 | 223. 690i 01 =1925. 5 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- ! ---- | | | | --- |---- | ---- | |---- | ---- I ! ------ | | | ---- | I | | | | ---------_--- } ---- | ---- \ 1 ---- \ ---- | ----- ! I | 1 ---- | ---- |---- | | | | ----- | ---- | ----| / ---- | ----| ----- | 1 . 02171 | 12900120. 51 | INITIAL SUBAREA ' 221. 00 } 1 | 5 | 80. 012.021 . 6941112. 21- . |----- I -- | ---- }---- |---- | 20. 5 I | } ---- | ---- | ---- } } ---- } ---- I ----- | 112. 21 . 0092|D= 45. " 111. 711300 | 1. 91 | n=. 0130 Dn= 3. 01 } ---- - - --------- - - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * '--,'-' ^ "r` ooC 'C, �-orl9=oNDEV (POOR COV) ! 10=UNDEV(FAIR COV , 1 1=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* � �''� | � �^�~ on | ; ! � --- - / \ STUDY NAME: L �� -----~ �� °r '� �� a��^ ^�� i CALCULATED BY: | =~ «�.'�� _ °~ " �_ °-.� . �� _ | CHECKED BY: 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch)= 1. 06; INTENSITY SLOPE = . 600 1 PAGE NUMBER 570F 3 } � ----- [A D V A N C E D ENGINEERING SOFTWPRE1 CONCENTRATION | SOIL | DEV. } AREA | I | C | Q | Q iSLOPE | SECTION } V | PATH| T | Tc | HYDRAULICS | POINT NUMBER | TYPE | TYPE} (ACRES) | in/h } I (SUB) 1 TOTAL | ft/ft | | fps. | ft. | min. | min. | AND NOTES ! ------ / ---- } ---- | | ----| ---- | ----- | | | ---- |---- | ---- | | ' | 222. 001 1 I 5 | 80. 0 | 1. 92| . 6861105. 3| / | 1 ---- | ---- | ---- | 22. 31 � ------ | ---- | ---- i - } ----| ---- | | 217. 5i . 0173 | D= 54. " | 17. 812600 | 2. 41 |n=. 0130 Dn= 3. 2| ! ---- | ---- | I----} ---- | ----- | - | | | ---- | ---- | ---- | | | � CONFLUENCE | TC#1= 40. 3 TC#2= 24. TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | � ANALYSIS | .0#1=1925. 5 Q#2= 217 5 Q#3= 0 0 Q#4= 0 0 Q#5= 0 0 | | | I CONFLUENCE | . . . . FOR POINT# | I#1= 1. 35 I#2= 1 80 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | � 0=2088. 0 / . . , 223. 00 | 01 =2088. 0 02 =1401. 2 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ----| I | | ---- | ---- | } ----| ---- | 1 - 1 | ------- | ----| | | | | ' | | ---- | ---- | - 12088. 01 . 0069 | B= 14. 0120. 611300| 1. 1 | |n=. 0140 Dn= 7. 21 | | } | \ I | I } | | | Z= 0. 0 Fr= 1. 351 | 224. 00 | 1 i 5 | 80. 0 / 1. 33| . 613 } 65. 01 | / ! ---- / ---- | ---- | 41. 31 | | ---- | ---- | ---- } } ----i ---- | ----- 12153. 01 . 0027 | B= 16. 0| 14. 6 | i100 | 1. 3| 1n=. 0140 Dn= 9. 21 | | | | | | | | 1 } | 1 | | | Z= 0. 0 Fr= . 851 225. 00 | 1 | 5 | 78. 0( 1. 30i . 609| 61. 8 } ------| ----- | -------| ---- i ---- |---- | 42. 61 | | ---- | ----| | ----| ---- | 12214. 81 . 0070 |B= 16. 0120. 91 8601 . 7 | | n=. 0140 Dn= 6. 61 | } | | | | } I } | I I I | | Z= 0. 0 Fr= 1. 431 | 228. 00 | 1 | 5 I 16. 3| 1. 29| . 606 | 12. 81 I | | ---- | ---- | ---- | 43. 31 | | | ---- i ---- | | ----| ----| 12227. 61 . 0074 } B= 16. 0121. 4112201 . 9| | n=. 0140 Dn= 6. 51 | | | | | ) | | | | \ | | | | Z= 0. 0 Fr= 1. 481 | 234. 00 | 1 | 5 I 35. 1 | 1. 27 | . 603 } 26. 91 ------ 1 ----- 1 | ---- | ---- |---- | 44. 21 I | ---- | ----| 12254. 51 . 00621B= 18. 0120. 0 | 4501 . 4 | | n=. 0140 Dn= 6. 31 | | | I | | | 1 | | | | Z= 0. 0 Fr= 1. 411 240. 00i 1 } 2 1 18. 1 | 1. 27} . 751 / 17. 31 | | | ---- | ---- |---- | 44. 61 | ------ } ---- | ---- | - | ----| ---- | 12271. 81 . 0177IB= 20. 0128. 4 | 3501 . 2 | |n=. 0140 Dn= 4. 01 | | | | | | | } | | i ) I | | 3= 0. 0 Fr= 2. 511 | - - |---- | ---- | |---- |---- / ----- 1------ }----- | -- | ---- |---- |---- | | | | 250. 00 | | | 2146. 7 | 1. 27 12271. 81 / I | | | 44. 8| Stream Summary ! | ---- | ---- } -- | ---- | ---- | ----- } ------ | ----- | ------- } ---- | ---- } ----| | | | | | 1 | | } } I I | | | | | } | | | | | } | | I i | | | | | | | | | I | | | } I | | | | | | | | | | | | | | | i | | | | | | | | } } ! i } | 1 I | | | | | | | | | | | } | I | | | | | | | | | | | | | | / } | 1 I | | | | | | - } +DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * ^-7-cc' i_or` rx=c�g /2 -,_lac) q=| |wnEV(POOR COV) . 10=UNDEV (FAIR COV) . 11=UNDEV (GOOD COV) 0. 5=SPECIFIED COEFFICIENT* _~ _~________~___ '__ ______ ___ | / 0 i�-^w� u�� ^�� ^^^� \ - " � ' 4v, " ' � ' -�� "- �� - � =" �^ � ' - ' ` / | ~ | | | STUDY NAME: 4,4V4; \ z5 /-____ ' �.$ AVE .� �� w-4 I CALCULATED BY: ) CHECKED BY: | � 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch)= 1. 01 ; INTENSITY SLOPE = . 600 I PAGE NUMBER / OF 2 | | -- - [ADVANCED ENGINEERING SOFTWPREJ | CONCENTRATION ! SOIL | DEV. | AREA | I I C | Q i Q | SLOPE } SECTION / V | PATH| T | Tc | HYDRAULICS ( | POINT NUMBERlTYPE | TYPE | (ACRES) | in/h | | (SUB) I TOTAL } ft/ft \ } fps. I ft. } min. | mih. | AND NOTES | ------------- I---- |---- ) ------- I---- 1 ---- |----- |------ | ----- } ------- 1 ---- }---- I---- | |`- ------------- \ ---- 1 ----| | ---- | ---- 1 ----- 1 | -----| ------- \ ---- | ---- | ---- | I | | ------------- | ---- } ---- } ------- | ---- � ---- | ----- | � . 01741 I 12700120. 81 \ INITJAL SUBAREA| 300. 101 1 I 5 | 40. 011. 911 . 6851 52. 21 \ -- I ---- | ---- | ----| 20. 81 | | ------------- | ---- | ---- } ------- 1 ---- i ---- 1 ----- ) 52. 2 | . 0031 | D= 42. " i 6. 41 650| 1. 71 | n=. 0130 Dn= 2. 8| 300. 001 1 I 5 I 40. 011. 821 . 6771 49. 31 |----- | !---- } ---- |---- | 22. 51 | ------------- | ---- 1 ---- | | ---- } ---- | ----- | 101. 5 . 0031 } D= 54. " 1 7. 611300 | 2. 81 ! n=. 0130 Dn= 3. 5! | 303. 001 1 I 5 1 80. 011. 691 . 6641 90. 01 } I | ---- 1 ----| ---- | 25. 31 | ------------- | ---- 1 ---- | - \---- } ---- } ----- | ------ | ----- } I ---- I ----| ---- | | } | CONFLUENCE I TC#1= 25. 3 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | | ANALYSIS | 0#1= 191. 5 0#2= 0. 0 Q#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE | FOR POINT# I I#1= 1. 69 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I Q= 191. 5 303. 001 01 = 191. 5 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- |---- | | � ------- l ---- | ---- } -- | ---- | ----- 1 | | | ---- | | | | | ! ------------- |---- | ---- I - | ---- ( ---- | ----- } ------ | ----- ! I ----| ---- | ---- | I | |------------- I - | ---- | | | . 01751 i 12400119. 81 ! INITIAL SUBAREA | 301. 101 1 | 5 | 58. 211. 961 . 690| 78. 81 ------ ----- | ------- | ----| ---- | ---- | 19. 81 ------------- | ---- | ---- | | ---- | ---- | ----- 1 78. 8 ) . 0169 \D= 36. " 113. 61 6501 . 81 |n=. 0130 Dn= 2. 3 | 301. 001 1 | 5 | 19. 411. 921 . 68625. 51 ------ | ----- | ------- | ---- 1 ---- i ---- | 20. 61 | | ---- I ---- | ---- | | ---- 1 ---- | ----- | 104. 3i . 0054 | D= 51. " | 9. 6113001 2. 31 1n=. 0130 Dn= 3. 0| 302. 001 1 | 5 I 80. 011. 801 . 67597. 3 | ------ |----- }- 1 ---- \ I 22. 91 | | ---- | ---- } ----1 l ---- } ---- } ----- | 201. 5 . 0173 } D= 51. " I17. 312600 | 2. 51 |n=. 0130 Dn= 3. 2 | | ------------- | ---- } ---- | ------- | ---- ! ---- | ----- } ------ i ----- | ------- } ---- I ---- i ---- ! | | CONFLUENCE | TC#1= 25. 3 TC#2= 25. 4 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | ANALYSIS I 0#1= 191. 5 0#2= 201. 5 0#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 | CONFLUENCE } | FOR POINT# I I#1= 1. 69 I#2= 1. 69 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I 0= 392. 9 303. 001 01 = 392. 7 02 = 392. 9 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- } ---- | I | ------- | ---- ! ---- | | ---- ) ---- !-----| ------ | } - 1 ---- | i | | | ------------- | ---- | ---- > ------- | ---- | ---- | ----- i 392. 91 . 018110= 66. " I20. 912600 | 2. 1 | |n=. 0130 Dn= 4. 1 | ) 305. 001 1 | 2 I 80. 011. 611 . 7721 99. 71 I | ---- | ---- | ---- | 27. 51 | ------------- |---- |---- \------- | ---- 1---- | ----- I 492. 6 | . 0143 ) D= 72. " } 19. 911400 | 1. 2| |n=. 69130 Dn= 4. 9| | 307. 001 1 I 2 ! 41. 811. 571 . 7701 50. 71 ------ | ----- 1 \ ---- | ---- | ---- | 28. 61 | } | | I | I ! | } 1 | | | | | | / | \ 1 1 | \ | i | | | | | � | | } | | ) I | | i | | | | � I | } | | | | | I | I | | | } | --- - ---------------------- | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * - ~- ' ^ =`` ,-,..,-E- ..11, m.:-o' q=//mnpw/cmOR COVL 10=UNDEV(FAIR COV) , 1 1=UNDEV (GOOD COV) 0" 5=SPECIFIED COEFFICIENT* _ , _ - ___ - | � D��v '� ��~ m�: � A*��~' � ' / fcfti2MiA ' ^~« —' ~~ ^^ ' "�~ ^ w~ — � ' | | - | STUDY NAME: Z /A/E ^^ El— C��e �' �� • �� I CALCULATED BY: | ' � 1 CHECKED BY: | 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch)= 1. 01 ; INTENSITY SLOPE = . 600 i PAGE NUMBER 2 OF 2. | / -- [ADVANCED ENGINEERING SOFTWAR E] ' | CONCENTRATION | SOILIDEV. | AREA } I | C | Q | Q } SLOPEISECTION } V | PATH| T | Tc | HYDRAULICS ) | POINT NUMBER | TYPE | TYPE | (ACRES> | in/h | I (SUB) 1 TOTALIft/ft } | fps. | ft. | min. | min. | AND NOTES | -------- > ---- | ---- | | ---- | ---- { ----- i ------ | ----- | - } ---- ! ---- | ---- | { ) ------------- | ----| ---- | -- } ---- | ---- } -----| ------ | ----- | ------- ! ---- 1 -| } | } CONFLUENCE | TC#1= 28. 6 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | > | LARGEST ANALYSIS ! Q#1= 543. 2 Q#2= 0. 0 Q#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE | | FOR POINT# i I#1= 1. 57 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 } | | Q= 543. 2 | 307. 00 / 01 = 543. 2 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 ) ---- i ---- } | � | ------------- | ---- | ---- } ------- | ---- ) ---- } ----- | ------ | ----- � | | ---- � ---- | | ---- ) - } - 1 | | ---- | ----| ----| | | ) 307. 00 | | I 439. 4 | 1. 571 ! 543. 21 | | | | } 28. 6 | Stream Summary| / -- - ---- | ---- i ---- | | ---- } ----l ----- } ------ | | | ---- i ---- i ---- | | } | | ) | | | ) | ! | ) } | 1 | | | | ' } | | ) | | | | . | } | | | | | | • } | ) } | ! | | | | | } | | } } | | | | ! | | . | � - - --- - *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * �-7-cc ' , -ur% o=czp- /2_ =.-arl ' 9=UNDEV (POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* 1 . 0 ./-7-y oF fofurAA24 &Sri fro,ZH0/e4/N 1 I. STUDY NAME: L/,v `F ' C'7-214.5 E • .A /N 1 CALCULATED BY: Sle-A/ 1 CHECKED BY: I 10. 171 YEAR STORM 1-HOUR RAINFALL( inch)= 1. 01 ; INTENSITY SLOPE _ . 600 1 PGE NUMBER / OF 2 I - [ADVANCED ENGINEERING S O F T W A R E] lCONCENTRATIONISOILIDEV. I AREA l I I C 1 Q I Q ISLOPEISECTIONI V IPATHI T I Tc I HYDRAULICS I POINT NUMBER I TYPE I TYPE I (ACRES) I in/h I I (SUB) I TOTAL I ft/ft 1 I fps. I ft. I min. 1 min. 1 AND NOTES I I - 1 - I ---- 1 __- 1 ___-_ 1 ____ 1 __-_.-.- 1 ______-_ 1 1 -__-_-___. 1 --_- 1 ---- 1---- 1 1 1 1 ---- I ---- I 1 ---- 1 - -- - 1 -- - -- 1 - 1 I 1 ---- I ---- 1 ---- I I 1 -- I - --- i ----- 1 1 ---- 1 - - - 1 -- ---• 1 1 . 01441 I 11800116. 81 I I N I T I AL SUBAREA 1 400. 10 1 1 I 4 1 40. 0 1 2. 17 1 . 748 1 64. 91 --------- I I 1 ---- I ---- 1 ---- 1 16. 81 I I - I ---- I ---- 1 1 -.__.-_ I -_.___._-- I __....____. 1 64. 91 . 00461D= 42. " I 7. 91 6501 1. 4 I ------ I n=. 0130 Dn= 2. 8 400. 00 1 1 I 4 1 40. 012. 071 . 7441 61. 51 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- I 18. 21 I - ----- I ---- I ---- 1 - - i ---•-•_- 1 --___- 1 ___._--- I 1'26. 41 . 00461D= 54. " ! 9. 3113001 2. 31 1n=. 0130 Dn= 3. 6 ! 403. 00 1 1 1 5 I 80. 011. 921 . 6871103. 61 - I I 1 ----- 1 ----- I ----- I 20. 5 1 -- - -- - 1 -___ I __-- I--_-_____ 1 -__-- 1- 1 I I I -• 1 1 I I I I CONFLUENCE 1 TC#1= 20. 5 TC#2=• 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST 1 ANALYSIS I 0#1= 232. 0 Q#2= 0. 0 Q#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 I I I CONFLUENCE 1 FOR POINT#y '7 I I#1= 1. 92 �Iy#2= 0.7700, I#3= - -__--_' ^ (��r�-� . . D �^�� | | | ------ ------ ----- - | STUDY NAME: � �� N C� / ____� ,~~ � AVE �� | CALCULATED BY: ~-- -- � �-' v ^�--~ ^ ^ ~ - - I CHECKED BY: 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch)= 1. 01 ; INTENSITY SLOPE = . 600 | PAGE NUMBER 2. 0F 2__ | | --------- [ADVANCED ENGINEERING SOFTWARE] ' | CONCENTRATION | SOIL | DEV. | AREA } I | C 1 Q | Q |SLOPEISECTION \ V } PATH| T i Tc i HYDRAULICS | POINT NUMBER | TYPEITYPE | (ACRES) | in/h } 1 (SUB) } TOTAL \ ft/ft | } fps. 1 ft. Imin. | min. | AND NOTES | ------------- | ---- } ---- | ------- | ---- i ---- | ----- | ------ I ----- | ------- | ---- 1 ---- } ---- i |` | | ------------- | ---- 1 ---- 1 -------1 ---- | ---- 1 ----- 1 ------ | } | ---- | ----| ----| | | CONFLUENCE | TC#1= 30. 0 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 } | | LARGEST | ANALYSIS } Q#1= 610. 7 Q#2= 0. 0 Q#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 | | | CONFLUENCE • | FOR POINT# | I#1= 1. 53 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | ! | Q= 610. 7 } 407. 00 | 01 = 610. 7 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- | � | | ------------- | ---- | ---- ! ------- \ ---- } ---- | ----- | - / ----- | ------- | ---- � / | ---- | ---- | - | ---- \ ---- | ----- | ------ I ----- | - - ) ---- | ---- | ----| | | 407. 00517. 8 } 1. 53 | I | 610. 71 30. 0 | Stream Summary | -------- | ---- | ---- | � ---- \ ---- | ----- | ------ | ----- | | ---- ) ---- � ---- ! i | I. ~ | � | | . . ' | ` | ' } ----- - - ------ - } *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * 4.7=qr ( 1-AC) ' 8=SF (2. 5-AC) . 9=UNDEV (POQR COV), 10=UNDEV(FAIR COV) , 11=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | / } R�� ~ ��-�� c�� ~� �^� Mc~ ^ � � ^/ ~' -/' ' - ^ �� ,' '~« -" ` ^~' - ' ' �-"~� ' ' - | | | ---- - - ----- - } �� ~ � �t | STUDY NAME: �� ' � �___ 66-66H__~ . ~�«��-- I CALCULATED BY: .5744er^J | CHECKED BY: | 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 00; INTENSITY SLOPE = . 600 I PAGE NUMBER �/ OF 2 | -- [ADVANCED ENGINEERING SOFTWAR E] ' } CONCENTRATION | SOIL | DEV. | AREA I I } C } Q | Q 1SLOPE | SECTIONI V | PATH| T | Tc | HYDRAULICS | POINT NUMBER ) TYPE } TYPE | (ACRES) | in/h1 | (SUB) 1 TOTAL ) ft/ft1 / fps. 1 ft. | min. | min. | AND NOTES \ | ---- - --- I ---- } ---- | - | ---- | ---- } ----- I ------ ! | ------- } ---- | ---- | ---- I }' | ----- | ---- \ ----) } ---- | ---- | ----- 1 ------ | ----- | 1 ---- I ---- | ----| I | | ------------- | ---- | ---- } ------- \---- ! ---- | ----- � } . 0193 } I 12900121. 01 } INITIAL SUBAREA| 549. 001 1 | 5 I 80. 0 | 1. 88 ! . 683 | 102. 6 \ ------ \ ----- 1 ------- | ---- | ---- |---- | 21. 01 | � • } ---- I ------- | ---- i ---- } ----- | 102. 61 . 00201D= 60. " 1 6. 5115001 3. 81 | n=. 0130 Dn= 3. 7 } | 509. 00 | 1 I 2 } 11. 911. 701 . 7761 15. 71 ------ 1 ----- 1 - - i ---- I ---- | ---- \ 24. 81 \ � ------------- } ---- } ---- i ------- | ---- | ---- i ----- | ------ | ----- | ------- } ---- } ---- | ---- | } | | CONFLUENCE ! TC#1= 24. 8 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | ANALYSIS | 0#1= 118. 3 0#2= 0. 0 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 | } I CONFLUENCE | } FOR POINT# I#1= 1. 70 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | i | Q= 118. 3 | 509. 00 | 01 = 118. 3 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- \ ---- | | } i ---- | ---- | ------- }---- | ---- \ ----- | 1 } - - 1 ---- | | } 1 | |-------- � ---- | ---- | / ---- | ---- | ----- | ------ } 1 ------- | ---- | ---- } ---- | | � --- | ---- | ---- | | ---- I ---- | ----- | 1 . 02061 1 11800117. 11 ! INITIAL SUBAREAi � 550. 00 | 1 | 5 I 40. 012. 121 . 7081 59. 6| ------ | ----- 1 ------- | ---- i ---- | ---- | 17. 11 | ! | ----- | ---- } ---- | |---- | ---- \ ----- | 59. 61 . 0154 | D= 33. " | 12. 21 6501 . 91 |n=. 0130 Dn= 2. 1 | 551. 00 1 | 5 1 20. 0 )2. 06 } . 6971 28. 7 } ------ | ----- 1 ------- | ---- | ---- } ---- | 18. 691 | --- � ---- � ----| | ---- } ---- } ----- | 88. 3 ! . 020010= 36. " 114. 81 6501 . 71 } n=. 0130 Dn= 2. 4 | | 552. 00 ) 1 | 5 | 20. 012. 011 . 6941 27. 9 } ------ 1 } ------- | ---- | ---- ! ---- ) 18. 71 | ---- | ---- | ---- 1 | ---- i ---- { ----- | 116. 2 | . 0141 | D= 42. " 113. 8 \ 850 | 1. 01 |n=. 0130 Dn= 2. 9 | | -------- | ---- | ---- 1 ------- 1 ---- | ---- 1 ----- } ------ 1 ----- 1 ------- 1 ---- 1 ---- } ----| | | CONFLUENCE | TC#1= 24. 8 TC#2= 19. 8 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | 1 LARGEST | | ANALYSIS | 041= 118. 3 Q#2= 116. 2 043= 0. 0 0414= 0. 0 0#5= 0. 01 | | I CONFLUENCE ) | FOR POINT# I#1= 1. 70 I#2= 1. 95 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | ) I 0= 219. 7 | 509. 00 01 = 219. 7 02 = 210. 5 03 = 0. 0 04 = 0. 0 05 = 0. 01 ) | } ------ | ---- 1 ---- | \ ---- | ---- | ----- | | | | ------ | ---- | ---- 1 | ---- } ---- | ----- | 219. 71 . 0020ID= 78. " 1 7. 811500 | 3. 2 | |n=. 0130 Dn= 5. 1 } | 508. 00 | 1 1 5 I 38. 011. 581 . 6511 39. 1 \------ | ----- | ------- | ---- | ---- | ---- | 28. 01 | | ------------- | ---- ) ---- | -- | ---- 1 ---- } ----- | ------ 1 ----- | ------- | ---- | I | CONFLUENCE | TC#1= 28. 0 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST | � ANALYSIS | 0#1= 258. 8 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE | | FOR POINT# | I#1= 1. 58 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0= 258. 8 | | 508. 00 01 = 258. 8 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ---- | 1 | � i ---- } ---- 1 1 ---- | ---- 1 ----- ! ------ ! ----- 1 | ---- | | | | | i | | | | } | 1 I 1 | 1 | ! | | } | i | | ! 1 | | | I } | | | | - *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * - -- ' ^ ~~` ~-,, '~ =-"r` o_' /mnc.o/onnn rnV1' 10=UNDEV (FAIR COV) . 11=UNDEV(GOOD COV) 0. 5=SPECIFIED COEFFICIENT* 0coAl I I i STUDY NAME: G//,/e- c , j 45 [ff /4415. s7.46 - .P44-/V I CALCULATED BY: -571"e I CHECKED BY: I 1 10. 0 YEAR STORM 1-HOUR RA I NF ALL ( inch) = 1. 01Zi; INTENSITY SLOPE = . 600 I PAGE NUMBER 2 OF 2. EADVANCED ENGINEERING S OFTWAR E7 I ICONCENTRATIONISOILIDEV. I AREA I I I C 10 ! 0 ISLOPEISECTIONI V IPATHI T I Tc I HYDRAULICS I I POINT NUMBER I TYPE I TYPE I (ACRES) lin/h1 I (SUB) I TOTAL_ I ft/ft I I fps. I ft. I min. I min. I AND NOTES I 1 ---- I -__- I --_ --- - I -- -_ I - - I -----__- I -----•---- I -----_ I _---•--- I -__-._ I ---- I ---- I I -- - I __-- I I-- - - 1 ____ I ___ _ 1 - I------ I I ---- I---- 1---- I I I 1 ____ 1 __=-- i -_---•--_-_ I _-•--.___ ! _____ 1 ___..___ I 1 . 01781 I 12300119. 41 1 INITIAL SUBAREA ',W16. 001 1 I J I 50. 011. 971 . 6901 67. 91 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1] 19. 4 I _.__...__».-.__.-._ I - I __-__ I .-_._....._.___.._ I ._._»__._ I _..._.._._... 1 __._______ I 8!/, r2 I . 016T I D- 36. " 113. 211320I 1. 71 I n=. 0130 Dn- 2. 0 507. 001 1 I 5 I 19. 411. 871 . 6821 24. 81 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- I 21. 1 - - - - 1 ---- 1 ---- I 1 - I ___» 1 ____._ 1 92. 61 . 01671D- 39. " 114. 211500I 1. 81 I n=. 0130 Dn= 2. 4 508. 001 1 I 5 I 27. 311. 781 . 6741 32. 81 ------ 1 ----- 1 ------- 1 ---- 1 ----1 ---- 1 22. 9 1 1 I ___- 1 I- 1 _-_-- I _._____ I ____-__ 1 _-._-__ 1 __.__-_-- I --- - I ---- I ---- I I I CONFLUENCE I TC#1= 26. 0 TC#2= 22. 9 TC#3= 0. 0 TC#4== 0. 0 TC#5= 0. 01 I I I LARGEST I ANALYSIS I 0#1= 258. 6 0*2= 125. 4 0#3= 0. 0 0.44= 0. 0 Q#5= 0. 01 I I I CONFLUENCE I 1 FOR POINT# I I#1= 1. 58 I#2= 1. 78 I#3= 0. 00 i#4= 0. 00 I#5= 0. 001 I I I 0= 369. 9 I 508. 00 1 01 = 369. 9 02 = 336. 8 03 = 0. 0 04 = 0. 0 05 ='•• 0. 01 I » I ---- I ---- 1 I -•-----_ I -_-- 1 --_...-- I 1 ------- I I ---- I I I I I ------------- ---- I ---- I ------- I ---- I ---- I ----- 1 I.---- I ----- I ----_-_-- I --_._-_. I -_____ I ____.-- I 367. 9 1 . 0142 I D= 66. " I18. 711200 1 1. 1 1 I n=. 0130 Dn= 4. 3 I ---- t ---- I ---- I --- __-_ I --_-.__ I --__- ! _ _ _ 1 - - --I ------- I --- I --•-__ i I CONFLUENCE I TC#1= 29. 1 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 1 I I LARGEST I 1 ANALYSIS I 0#1= 369. 9 0*2= 0. 0 0#3== 0. 0 0*4= 0. 0 Q#5= 0. 01 1 I I CONFLUENCE I I FOR POINT# I I#1= 1. 54 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I I 0= 369. 9 I 511. 00 1 01 = 369. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 I -- I - --- I ---- I I ----- I _--_ I ___.___ 1 __-.___- I I I - I ---- I ---- I I - - -- I --- - I I I ------- ! I 511. 00 1 I I 306. 611. 541 1 I 369. 91 I I 1 I I 29. 1 1 St ream Summary I -- - I ---- I ---- I I -- -- I - --- I - -- - I --- _- _ i I I I I i I I I I I I I I I I I I I I i i 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I i I i 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 1 1 I I I I I I I I i I i I I 1 I I i I I I I I I I i I 1 I I 1 I I i I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I i I I I I 1 I I 4iDEVELOPMENT TYPES: 1=COM, =APT, 3==MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF ( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV(POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | . l0 6 1Y °Z - A7 ~ AJA ^ '� 7- Y -'e° ^ p" ~r^/AJ CO } | | --------- - - ! STUDY NAME: L/^�� N �- 1(47. - x.^- - - ----~ � .~�^ -��4 . - ' �� ) CALCULATED BY:� I CHECKED BY: | 10. 0 YEAR STORM 1-HOUR RAINFALL( inch) = 1. 00; INTENSITY SLOPE = . 600 1 PAGE NUMBER / OF 3 � -- CADVANCED ENGINEERING SOFTWARE] | | CONCENTRATION \ SOIL | DEV. | AREA | I IC ! Q \ Q ISLOPEISECTIONI V IPATHI T \ Tc | HYDRAULICS } POINT NUMBERITYPE | TYPE ) (ACRES) \ in/hl | (SUB) ! TOTAL | ft/ft ! lfps. | ft. | min. 1 min. | AND NOTES | | ------------- i ---- \ ---- | ------- | ---- | ---- | ----- | ------ | ----- | ------- | ---- } ---- | ---- | � | ) ----- | ---- \ ---- | ------- | ---- | ---- | ----- l ------ \ ----- ! - | ---- } ---- | ----\ | } � ------- } ---- | ---- I ------- | ---- | ---- | ----- | } . 0200 \ I 12700120. 21 | INITIAL SUBAREA| | 500. 101 1 I 5 I 40. 011. 921 . 686 | 52. 7 | ------ | ----- 1 ------- } ---- | ---- | ---- | 20. 2 | ------------- I ---- I ---- I ------- I --- - I ---- ----- 1 52. 71 ' 0054 | D= 39. " | 8. 0113001 2. 71 in=. 0130 Dn= 2. 4 | 500. 001 1 I 5 I 80. 011. 781 . 6731 95. 9 | ------ \ ----- | ------- 1 ---- | ---- | ---- | 22. 9| | | ------------- | ---- 1 ---- } ------- 1 ---- | ---- | ----- } 148. 61 . 0177 | D= 45. " | 16. 2126001 2. 71 n=. 0130 Dn= 2. 9i | ------------- | ---- | ---- \ -1 ---- 1 ---- | ----- I ------ 1 ----- I ------- | ---- 1 ---- 1 ----| CONFLUENCE } TC#1= 25. 6 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST | ANALYSIS } 0#1= 148. 6 0#2= 0. 0 043= 0. 0 0#4= 0. 0 0145= 0. 01 I | | CONFLUENCE | � ! FOR POINT# | I#1= 1. 67 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I415= 0. 001 | \ | Q= 148. 6 501. 00 | 01 = 148. 6 Q2 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0l ---- | ---- | | | | ------------- | ---- | ---- } ------- | ---- } ---- � ----- | ------ } ----- i ------- } ---- | | | | | } | ---- } | ---- | ---- 1 -----1 ------ | ----- | -- 1 ---- 1 ---- | ---- | | | i ------------- | ---- � ---- | ------- | ---- � ---- | ----- | 1 . 01811 | 12700118. 91 | INITIAL SUBAREA| | 501. 10 | 1 } 4 | 40. 012. 001 . 7401 59. 2 } ------ ) ----- 1 ------- \ ---- ! ---- 1 ---- 1 18. 9 } | ) -------- | ---- } ---- | ------- I ---- I ---- | ----- I 59. 21 . 00541D= 42. " } 8. 4113001 2. 6 } ----- | n=. 0130 Dn= 2. 4| | 501. 001 I 4 80. 0| 1. 85 | . 7311108. 31 ------ | ----- | | ---- ! ---- |---- | 21. 5| | ------------- � ---- | - | ---- 1 ---- | ----- \ ------ } ----- | ------- | ---- ! ----| ---- | | | | CONFLUENCE | TC#1= 25. 6 TC42= 21. 5 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 1 LARGEST | ANALYSIS | 0#1= 148. 6 Q42= 167. 5 043= 0. 0 Q#4= 0. 0 Q45= 0. 01 \ CONFLUENCE | } FOR POINT# | I#1= 1. 67 I42= 1. 85 I#3= 0. 00 I44= 0. 00 I#5= 0. 001 | \ | Q= 299. 3 \ | 501. 001 01 = 299. 3 02 = 292. 1 03 = 0. 0 Q4 = 0. 0 05 = 0. 0 | ---- | ---- ) | � | ------------- | ---- | ---- | ------- i ---- | ---- | ----- | ------ | ----- � ------- / ---- � I | | | | ------------- 1 ---- | ---- 1 ------- } ---- } ---- | ----- | 299. 31 . 00621D= 72. " | 13. 0113001 1. 71 | n=. 0130 Dn= 4. 6| | 502. 001 1 I 4 | 80. 011. 601 . 7131 91. 5 | ------ 1 ----- 1 ------- ) ---- | ---- \ ---- | 27. 31 | 502. 001 1 I 2 } 24. 611 . 601 . 7721 30. 5 | ------ | ----- | ------- | ---- | ---- } ---- } 27. 31 | | ---- | ---- } ---- \ | ---- | ----! ----- | 421. 21 . 00541D= 84. " 113. 5113001 1. 61 \ n=. 0130 Dn= 5. 3| | 510. 00 | 1 l 2 | 8. 611. 551 . 7691 10. 2 | ------ } ----- | ------- 1 ---- | ----| ---- | 28. 91 } | - | ---- | ---- | - | ---- } ---- | -----1 ------ | ----- i - 1 ---- | ---- | ---- | | | | CONFLUENCE TC#1= 28. 9 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 0 / | i | LARGEST | | ANALYSIS | 0#1= 431. 5 Q#2= 0. 0 0#3= 0. 0 004= 0. 0 0#5= 0. 01 | | | CONFLUENCE | | FOR POINT# | I#1= 1. 55 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 431. 5 | 510. 00l 01 = 431. 5 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- 1 I | � -- \ ---- | ---- 1 | ---- } ---- | 1 ------ } ----- | I | 1 | i } \ | l 1 1 | 1 i I | | 1 | | � ----- - -- ----- | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO' 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * - -- ' ^ ~~` "-,= 'o .:-or, q=/ /mnFV (POOR COV) , 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | ' | fo } �� (Jr) | | | ---------- v r - ---------- - i STUDY NAME: ' ~--- eAtia ^ } CALCULATE / BY: I CHECKED BY: | 10. 0 YEAR STORM 1-HOUR RAINFALL (inch)= 1. 690; INTENSITY SLOPE = . 600 | PAGE NUMBER 2_ OF .� i [ADVANCED ENGINEERING SOFTWAR E] s.:3 | CONCENTRATION \ SOIL | DEV. } AREA ) I } C I Q | Q \SLOPE | SECTIONI V ) PATHi T | Tc | HYDRAULICS | \ POINT NUMBER \ TYPE | TYPEI (ACRES) | in/h | 1 (911E01 TOTAL | ft/ft1 ! fps. | ft. imin. | min. | AND NOTES i } ------- � ---- | ---- | ------- | ---- | ---- 1 ----- } ------ | ----- / ------- i ---- | ---- I ` ' | ------ | ---- � ---- | ------- 1 ---- 1 ---- 1 ----- 1 ------ | - | ---- } ----1 ---- ) � | | ------------- | ---- | ---- } -- | ---- } ---- | ----- | } . 02041 | | 2700120. 2 | } INITIAL SUBAREA | 503. 10 | 1 | 5 \ 40. 011 . 921 . 6861 52. 81 ------ \ | ------- | | ---- | 20. 2| | -- | ---- } ---- � | ---- | ---- | ----- | 52. 81 . 00771D= 36. " | 9. 2 | 6501 1. 2 | | n=. 0130 Dn= 2. 3) 503. 00 1 | 5 | 40. 011. 861 . 6811 50. 61------ 1 ----- 1 1 ---- i----| ---- | 21. 4| | | -------- | ---- � ---- �------- I---- \---- 1 | 103. 41 . 00621D= 48. " 1 9. 9 | 1300 | 2. 2 | |n=. 0130 Dn= 3. 1 | 504. 00 | 1 | 5 | 48. 511. 751 . 6711 57. 01 ------ 1 ----- 1 1 ---- } ----| ---- | 23. 5 | | | ----- | ---- } ---- } ------- | ---- | ---- \ -----i 160. 41 . 01681D= 48. " I16. 3115501 1. 6 } | n=. 0130 Dn= 2. 9 | 518. 00 | 1 \ 5 ! 46. 311. 691 . 6631 51. 81 ------ 1 ----- 1 | ---- | ---- } ---- | 25. 1 | | ------ | ---- | ---- \ ------- 1 ---- | ---- | ----- | 212. 21 . 01641D= 54. " | 17. 4111001 1. 1 | | n=. 0130 Dn= 3. 2| | ------- | ---- \ ---- | ------- 1 ---- ! ---- | ----- | ------ I ----- | -- | ---- 1 ----| ---- | | | � CONFLUENCE TC#1= 28. 9 TC#2= 26. 2 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | LARGEST | � ANALYSIS | Q#1= 431. 5 Q#2= 212. 2 Q#3= 0. 0 Q#4= 0. 0 0.#5= 0. 01 | CONFLUENCE i | FOR POINT# | I#1= 1. 55 I#2= 1. 64 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I Q= 631. 5 | 510. 00 | 01 = 631. 5 02 = 603. 1 03 = 0. 0 04 = 0. 0 05 = 0. 01---- 1 - 1- 1 -|---- 1 |---- | ---- 1 ----- 1 - | ----- | } ---- | | i --- \ ---- | ---- | | ---- 1 ---- } ----- | 631. 51 . 0092 | D= 87. " l18. 11 6501 . 6 n=. 0130 Dn= 5. 7 | ! 511. 00 1 I 5 I 11. 9 | 1. 531 . 645 | 11. 7 \ ------ i ----- | ------- | ---- | ---- | ---- | 29. 5| | � --- | ---- | ---- 1 | ---- | ---- | ----- | ------ | ----- | - 1 ---- \ ---- | ---- | | | | CONFLUENCE TC#1= 29. 5 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST | . | ANALYSIS | 0#1= 643. 2 0#2= 0. 0 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 I | | CONFLUENCE | � FOR POINT# | I#1= 1. 53 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | Q= 643. 2 | i 511. 00 | 01 = 643. 2 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- ! ---- \ | | | -- | ---- I ---- \ ------- i ---- 1 ---- | ----- i------ I ----- | ------- 1 ---- | | | - | ---- | ---- } ------- |---- | ---- > ----- | ------ 1 ----- | } ---- \ ---- !---- | ! | | | | 1 | | | } 369. 91 1 | | I | | Assumed Data | | 511. 00 ) | 306. 61 | | | ------ 1 ----- } | ---- | ---- ) ----| 29. 1 � | ) ---- 1 ---- | ------- } ---- } ---- } | ------ | ----- } | ---- } ---- | ----| | | | CONFLUENCE } TC#1= 29. 5 TC#2= 29. 1 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | } ANALYSIS 0#1= 643. 2 Q#2= 369. 9 0#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 I | | CONFLUENCE | | FOR POINT# | I#1= 1. 53 I#2= 1. 54 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0=1009. 9 511, 00 | 01 =1009. 9 02 =1003. 7 03 = 0. 0 04 = 0. 0 05 = 0. 0Y| ---- | ----| | | | � ---- } ----| ! ---- | ---- | ) 1 ----- | -- } ---- | | | | | � ---- | ---- | | ---- }---- | 11009. 91 . 01541D= 93. " 124. 512600 \ 1. 81 | n=. 0130 Dn= 6. 31 } 513. 001 1 I 1 I 38. 811. 48 / . 8071 46. 3 |------ | 1 | ---- | ---- |---- | 31. 31 | \-- -------- - - - - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * ^-'-== ' , -nr` n=qP /2' p�-AC> ' 9=UNDEV(POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* 07)�� '^��.�� ' | i | | | | \ STUDY NAME: � � � ^� � � �� ^�� I CALCULATED BY: �� ^~� �� ___ �� ,^ '= . "��~� ~�.=~ . | I CHECKED BY: | | | 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 00; INTENSITY SLOPE = . 600 I PAGE NUMBER 3 OF 3 | | | CADVANCED ENGINEERING SOFTWPREJ | CONCENTRATION | SOILiDEV. | AREA | I | C 1 0 | Q } SLDPE |SECTION | V IPATH| T | Tc | HYDRAULICS } | | POINT NUMBER | TYPE | TYPE | (ACRES> | in/h | | (SUB) / TOTAL | ft/ft | | fps. | ft. | min. i min. | AND NOTES | | | | ---- | ---- | | ---- | ----| ----- | | 1 \ ---- | ---- | ---- i } ---- | ---- | ) ---- 1 ---- | } i | 1 ---- | ----| ----| | } | | CONFLUENCE I TC#1= 31. 3 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | LARGEST ANALYSIS I Q#1=1056. 2 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I | CONFLUENCE | | � FOR POINT# I I#1= 1. 48 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 } I | 0=1056. 2 | | 513. 0691 01 =1056. 2 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. @ |---- |---- | | ------ | ---- | ---- | ------- 1 ---- } ---- ) ----- | ------ } | - | ---- | | | | | | | --- ----- | ---- | ---- | } ---- 1 ---- | ----- 1 ------ | ----- | | ---- | ---- | ----| | | \ | ------------- 1 ---- | ---- | --| ---- | ---- | ----- / 1 . 01671 | | 2700 | 16. 2 | | INITIAL SUBAREA | | 512. 101 1 I 1 } 40. 012. 191 . 8211 72. 0 | ------ | | ------- | ---- | ----| ---- | 16. 2| i | | ------------- \ ---- | ---- | ------- | ---- i ---- 1 ----- | 72. 01 . 0051 | D= 45. " | 8. 5 | 650} 1. 31 | n=. 0130 Dn= 2. 7 | | 512. 001 1 1 1 I 40. 012. 101 . 8201 68. 71 | ----- 1 I 17. 5| | | ------------- ! ---- | ---- | ------- 1 ---- | ---- | ----- / 140. 81 . 00771D= 51. " 111. 6 | 650| . 91 | n=. 0130 Dn= 3. 4| | ------- | ---- | ---- | \ ---- | ---- | ----- | - | | -- i | | CONFLUENCE I TC#1= 31. 3 TC#2= 18. 4 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST | i ANALYSIS I 0#1=1056. 2 0#2= 140. 8 0443= 0. 0 Q#4= 0. 0 0#5= 0. 01 I CONFLUENCE | | FOR POINT# I I#1= 1. 48 I#2= 2. 03 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0=1158. 7 } 513. 001 01 =1158. 7 02 = 762. 8 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ----| ---- | } -------- | ---- I ---- ) | ---- | ---- | i ------ 1 ----- 1 -- | ---- 1 i | | | | | ---- | ---- | 1 ---- / ---- 1 ----- 11158. 71 . 0181 | D= 96. " 127. 111550} 1. 01 | n=. 0130 Dn= 6. 3| / 514. 001 1 I 1 I 73. 411. 451 . 8071 86. 0 / ------1 ----- 1 | ---- | ---- | ----| 32. 2| | | � ------------- | ---- | ----| | ---- | ---- l ----- } i ----- | ) ---- } ---- | ----| | | | | CONFLUENCE I TC#1= 32. 2 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | } | LARGEST | | | ANALYSIS I 041=1244. 6 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE | | ! FOR POINT# I I#1= 1. 45 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0=1244. 6 | 514. 001 01 =1244. 6 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 - 1 - I I 1 . 1 - . 0 | -1 ---- | ----| ------- 1 ---- | ---- | | ------ | ----- | ------- � ---- | | ------------- | ---- I ---- \ | ---- | ---- | ----- | ------ } / -------| ---- | ----| ----| | | | | 514. 001 | I 1038. 711. 451 / 1244. 6 | | 1 | | | 32. 2 | Stream Summary } } | ----- ) ---- | ---- I | ---- | ---- | ----- | | | - ---- } ----| | | | | | | | | 1 i | | | | | | | | | I | | 1 | | | I | | | \ | | | I | I � | | 1 | I | I | | | | | | | } } | | | | I / I | 1 I I I | I | I | -------- - - - -------- --- ] ( *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * i *7=SF ( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV(POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* � .. | '� - '�� | f.,...) L�� y °�- � *�°''` " ' ~ ' � ��wv�� '- � �� ' ' ^ ~�� E. |� | | --- - - | � m/67 STUDY NAME: \ �» / ._--� ' I CALCULATED BY: 4.9161r4 I ! | CHECKED BY: | 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = . 99; INTENSITY SLOPE = . 600 | PAGE NUMBER / OF / ' > | ---- [ADVANCED ENGINEERING SOFTWARE-3 | } CONCENTRATIONISOIL | DEV. } AREA | I | C | Q } Cl } SLOPE | SECTION | V IPATH| T | Tc | HYDRAULICS I } POINT NUMBERITYPE } TYPE | (ACRES) | in/h | ! (SUB) 1 TOTAL | ft/ft | | fps. ) ft. \min. I min. i AND NOTES | | ------------- | ---- | ---- |------- | ---- | ---- | ----- | ------ | ----- I ------- | ---- | ---- | ---- I | I | - | ---- ) ---- | 1 ---- 1 ---- | ----- 1 ------ i ----- 1 - | ---- | ---- | ---- | | | � ------------- | ---- } ---- } ------- | ---- } ---- | ----- | | . 02041 | 11200111. 31 | INITIAL SUBAREA! / 600. 101 1 1 ! 18. 0 |2. 70 | . 827I 40. 21 ------ 1 } ------- } ---- } ---- | ---- | 11. 31 | | ------------- I ---- | ---- | ------- | ---- | ---- } ----- I 40. 21 . 00691D= 33. " | 8. 21 6501 1. 31 } n=. 0130 Dn= 2. 11 | 600. 201 1 | 1 | 24. 0 | 2. 53 | . 825 / 50. 1I ------ | ----- | -- | ---- } ---- | ---- | 12. 6 | | 600. 201 1 | 1 | 14. 012. 531 . 8251 29. 2) ------ } ----- 1 ------- | ---- | ---- | ---- I 12. 61 I 600. 201 1 1 | 10. 0 |2. 53 | . 825 | 20. 91 ------ 1 ----- 1 | ---- I ---- | | 12. 61 | ------------- } ---- | ---- |------- | ---- ! ---- | ----- } 140. 31 . 0077 | D= 51. " | 11. 6| 1300 | 1. 91 \n=. 0130 Dn= 3. 41 600. 001 1 | 1 1 20. 012. 331 . 8231 38. 31 1 | } ---- | ---- | ---- 1 14. 41 > } 600. 00 / 1 | 1 ! 18. 012. 331 . 8231 34. 5 } ------ I ----- | ------- | ---- | ---- } ---- | 14. 41 | ! -- | ---- | ---- | ------- >---- | ---- { ----- 1 213. 11 . 00541D= 66. " | 11. 4 | 1300 | 1. 91 |n=. 0130 Dn= 4. 01 601 . 201 1 I 1 | 28. 612. 161 . 821i 50. 81 ------ 1 ----- | -- | ---- } ---- / ---- i 16. 31 | ------------- | ---- | ----| ------- | ---- | ---- | -- -- | 263. 91 . 00771D= 66. " | 13. 7 | 1300| 1. 61 In=. 0130 Dn= 4. 21 � 602. 00i 1 | 1 | 40. 012. 041 . 8191 67. 01 ------ 1 ----- / ------- | ---- 1 ---- 1 ---- | 17. 91 | ------------- | ---- / ---- | ------- | ---- } ---- ! ----- | 330. 91 . 0079 }D= 72. " | 14. 7i1400 | 1. 61 |n=. 0130 Dn= 4. 51 603. 001 1 I 1 | 19. 011. 941 . 8181 30. 2 | ------ 1 ----- | ------- | ---- | ---- i ---- | 19. 51 I / ------- | ---- | ---- | ------- | ---- 1 ---- | ----- | 361. 01 . 00461D= 81. " 12. 2113001 1. 81 |n=. 0130 Dn= 5. 21 604. 00 | 1 | 4 19. 011. 841 . 731 | 25. 6 | ------ | ----- | ------- ---- } ---- | ---- | 21. 31 I | ------------- � ---- | ---- | | ---- | ---- | ----- | 386. 61 . 00501D= 81. " 12. 7116001 2. 11 |n=. 0130 Dn= 5. 31 605. 00 ! 1 | 2 } 25. 011. 741 . 778 } 33. 9 } ------ 1 ----- 1 ------- } ---- 1 ---- 1 ---- | 23. 41 ---| | ---_ | ---- } ---- | ------- | ---- | ---- | ----- | 420. 51 . 0045 | D= 87. " | 12. 7 | 11001 1. 41 |n=. 0130 Dn= 5. 41 606. 00 | 1 | 4 | 21. 011. 681 . 719 | 25. 4 } -- --- | ----- | ------- ---- / ---- 1 ---- | 24. 81 1 ------------- | ---- } ---- | ------- |---- | ---- | ----- | 445. 91 . 00361D= 90. " | 11. 6 | 2500 | 3. 61 |n=. 0130 Dn= 6. 11 } ------------- | ---- ) ---- | ------- | ---- 1 . | ----- | ------- | ---- | ---- | ---- | | | 607. 00 | / | 256. 6 | 1. 68 ! | | 445. 91 I | 28. 41 Stream Summary ! / -------- | ---- | ---- � ------- | ---- | ---- | ----- | ------ - | ---- | ----- | } } | | | | / | I | I \ | | | | | | | } I | 1 | | | | 1 | | i 1 | | | I | } | | | | | | | I | / / / / / / / I | 1 i | ------------- ---- � � -------------- - } *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=5F ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * 4.7=qP / , -or) A=qF /P' pl-c)C> ' 9=UNDEV (POOR COV)~ 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | � �& � | �� ~�~�°-�, of ��^, �v�� -- � , � ��`��`� Of4S7 /(� �� _�^ �� 1 |� | - ---- - --- - --- - --- - | 1 STUDY NAME: �-� I CALCULATED BY: | ^r ~~~' �-=' -^ ''' '�� `-~'�-`~-�~"~~---~ ^~~ '-- ' I CHECKED BY: I 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch)= 98; INTENSITY SLOPE = 600 | PAGE NUMBER / OF �^^7 | . . . | ----- � - [ADVANCED ENGINEERING SOFTWPREJ ' 1 | CONCENTRATION \ SOILIDEV. | AREA | I I C } Q i Q ISLOPE | SECTION } V | PATH| T | Tc | HYDRAULICS | I POINT NUMBER } TYPE | TYPE \ (ACRES) | in/h } l (SUB) 1 TOTAL | ft/fti Ifps. | ft. ! min. | min. | AND NOTES I I ------------- | ---- | ---- } ------- | ---- | ---- | ----- 1 ------ | ----- } ------- ! ---- ! ---- | ---- ) 1 } | --- ----- | ---- } ---- 1 ------- | ---- | ---- | ----- | ------ | ----- I ------- | ---- 1 ---- 1 ----I | | � ------------- \ ---- | ---- | ------- | ---- } ---- | ----- / 1 . 01281 | 11800114. 51 | INITIAL SUBAREA' | 304. 101 1 I 1 \ 39. 012. 291 . 8231 73. 61 ------ 1 ----- | ------- } ---- | ---- | ---- | 14. 51 I / ------------- | ---- 1 ---- | ------- | --- } ---- | ----- | 73. 6 / . 0169 } D= 36. " 113. 5113001 1. 61 | n=. 0130 Dn= 2. 21 | 304. 001 1 1 1 | 39. 0 | 2. 15 | . 821 | 68. 9 | ------ } ----- | ------- | ---- | ---- 1 ---- ) 16. 11 } | ------------- | ---- | ---- | ------- 1 ---- ! ---- | ----- | 142. 51 . 01641D= 45. " 115. 6114001 1. 51 | n=. 0130 Dn= 2. 91 ! 306. 00 ! 1 I 1 1 41. 812. 041 . 8191 69. 9i ------ ! ----- i ------- \ ---- 1 ---- | ---- | 17. 61 I | ------------- ) ---- | ---- | -------} ---- | ---- | ----- | 212. 51 . 00381B= 4. 01 8. 7113001 2. 51 | n=. 0150 Dn= 2. 91 | 1 | | | | | i | | 1 / I I | Z= 1. 5 Fr= 1. 111 | ------------- 1 ---- | ---- | ------- | ---- | ---- | ----- I ------ | ----- } -- } ---- |---- | ---- | } / CONFLUENCE | TC#1= 20. 1 TC#2= 0. 0 TC43= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST 1 | ANALYSIS | 0#1= 212. 5 0#2= 0. 0 Q#3= 0. 0 0144= 0. 0 045= 0. 01 } | | CONFLUENCE | | FOR POINT# | I#1= 1. 89 I#2= 0. 00 I43- 0. 00 I44= 0. 00 I#5= 0. 001 I | | Q= 212. 5 } | 307. 001 01 = 212. 5 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- | | | | ------------- | ---- ! ---- | ------- } ---- | ---- | ----- | ------ | | ------- | ---- 1 | | | ) ! ------------- | ---- }---- |------- | ---- | ---- \ ----- } ------ |----- }------- / ---- ) ---- }---- | - | } ! | | | I | 543. 21 | | i I | | Assumed Data | | 307. 001 | | 439. 41 1 | } I -------- | ---- | ---- l ------- | ---- | ---- i ----- | ------ | ----- ) ------- ! ---- | ---- | ----| | | | CONFLUENCE 1 TC#1= 20. 1 TC#2= 28. 6 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST \ | ANALYSIS I 0#1= 212. 5 Q#2= 543. 2 Q43= 0. 0 Q#4= 0. 0 Q#5= 0. 01 \ i | CONFLUENCE | / FOR POINT# I I#1= 1. 89 I42= 1. 53 I143= 0. 00 I44= 0. 00 I45= 0. 001 I | | 0= 715. 2 \ | 307. 001 01 = 594. 2 02 = 7:5. 2 O3 = 0. 0 O4 = 0. 0 05 = 0. 0 | ---- l ---- } | | | ------------- | ---- | ---- | ------- | ---- ! ---- } ----- | ------ | ----- | ------- | ---- | | 1 | } i ------------- | ---- | ---- | ------- ! ---- | ---- | ----- i 715. 21 . 00311B= 8. 0110. 7113001 2. 01 ----- | n=. 0150 Dn= 4. 51 i | | ! | | 1 ! | 1 | | I } | Z= 1. 5 Fr= 1. 081 | ------------- | ---- | ---- 1 ------- \ ---- | ---- | ----- | ------ | ----- ! ------- | ---- i ---- | ---- } | I | CONFLUENCE | TC#1= 30. 7 TC#2= 0. 0 TC#3= 0. 0 TC444= 0. 0 TC45= 0. 01 I I | LARGEST | / ANALYSIS | 0#1= 715. 2 0#2= 0. 0 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 I 1 | CONFLUENCE I | FOR POINT# | I#1= 1. 47 I#2= 0. 00 I43= 0. 00 I44= 0. 00 I45= 0. 001 | I | 0= 715. 2 � i 406. 001 01 = 715. 2 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- I ---- 1 } | | ----- | ---- | ---- | -- | ---- I ---- \ ----- | ------ | ----- | -- | ---- | I I � | | -------- | ---- } ----\ | ---- 1 ---- | ----- | ------ 1 ----- | ------- | ---- | ----| ---- | ) | | - -- | ---- | ---- | ! ---- } ---- | ----- | 1 . 01791 | 12900119. 51 ----- | INITIAL SUBAREA | I 404. 001 1 I 4 I 77. 6 | 1 . 92 | . 736 } 109. 8| ------ | | ------- | ---- | ---- } --~- | 19. 51 | | - - ----------------------------- ----- | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=Bv3=C, 4=D, * - ,- ' ^ ",` o-cc 'o cr_or1 q=/ |mDFV (POOR COV) , 10=UNDSV ( -AIR COV) , 11=UNDEV (8OOD COV) 0, 5=SPECIFIED COEFFICIENT* p, o 45 I I I �STUD•Y NAME: I/ rj �t5/V T14//�1 64f--}-/V.NL� 1 CALCULATED BY: gig-e"A / I CHECKED BY: I 1 t0. 0 YEAR STORM 1-HOUR RAINFALL ( inch = . r9B_4; INTENSITY SLOPE = . 600 1 PAGE NUMBER 2 OF 7, I I --- - - -- [ADVANCEDE D ENGINEERING SOFTWAREJ ! CONCENT•RATION I SOIL I DEV. 1 AREA I I I C 1 0 ! Q I SLOPE: I SEC•T•ION I V I PATH I T I Tc J HYDRAULICS 1 1 PC;INI•T NUMBER I TYPE I TYPE I (ACRES) I ir,/h I 1 (SUB) 1 TO•T-AL I ft/ft I 1 Fp 7. I ft. I min. 1 ricin. 1 AND NOTES I I _.__..._..._..._._--•--.___...-__-.__ 1 __-__.__ 1 -__-_ ! --_--•__-__! - I _-____-.__ 1 __.._..._..__ j - 1 --_--_- 1 -_-_--__-_• 1 -•____ 1 _--__ l -__- I I I 1 - --- --------- 1 ---- 1 ---- 1 ------- 1 -- -- 1 -- -- 1 ----- 1 109. 8 I . 013E I D=•= 4c2. " 113. 5114001 1. 7 1 I n=. 0130 Dn= 2. 8 606. 00 1 1 I 1 1 41. 311. 831 . b161 L,:. 31 ---- -- 1 ----- 1 ------ - 1 ---- 1 ---- 1 ---- 1 21. 21 1 __-- 1 ._-__ 1 ___.._____ i _._...___... 1 -.._-.- I _.._._...___-- ! -_..___.__.._.. 1 -_._______ I ______..__-_ 1 •-•----- I ---- I ---- 1 I I CONFLUENCE 1 TC#1= 30. 7 -1-C42== 21. 2 -1-C#3==: 0. 0 TC,44= 0. 0 1-•C#5= 0. 01 I I I LARGEST ! ANALYSIS I Q#1= 715. 2 0#2= 172. c2 003= 0. 0 0#4== 0. 0 04152= 0. 01 I I 1 CONFLUENCE I FOR PCI I N•T# 1 I#1= 1. 4.7 I:11 _=: 1. '•_43 1#3-= 0. 00 :1:41:4=: 0. 00 I#5= 0. 00 1 I I I 0= 853. 2 406. 00 1 01 = 853. 2 01 = 666. 8 03 = 0. 0 G44• = 0. 0 05 = 0. 01I I - 11 - - I _ __ -- i •---•--- ! -•----- 1 ---•_.---- 1 ------•----• I - -- - I ----•--•---- I ---- 1 l - 1 I ---- I .___....._____ 1 _...____._ 1 ____-- i __.__...____. I 853. ,21 . 00691B- 10. 0114. 9113001 1. 5 1 I n=. 0150 Dn= 3. 71 1 I 1 1 I I I 1 I 1 I I 1 1 Z= 1. 5 Fr= 1. 59 1 1 ------------------- I ---- I ----- I----__--- 1 -_-___ 1 ---___ i ---•--- 1 -- 1 --•--__- 1 - I ---- I ---- I---- I I CONFLUENCE 1 -1•C#1= 32. 1 TC#2•= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST 1 ANALYSIS I 041 = 853. 2 Q#2= 0. 0 Q43= 0. 0 0#4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I I FOR POINT# 1 1#1= 1. 43 14*2= 0. 00 144 3= 0. 00 1#4= 0. 00 I#5= 0. 001 I I I Q= 853. E 407. 001 01 = 853. 2 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- I ---- I I 1 -_-- 1 ---- 1 1 ---_- 1 _.___ 1 _-__- -1 1 1 I ---- I I I 1 i ----- 1 ---- 1 ---- I 1 ---- i 1 1 I 1 ---- 1 ----I ---- I I I I 1 I I I I I 609. 21 1 I I i I I Assumed Data I I 407. 00 1 I I 517. 81 1 I 1 I i 1 ---- I ---- I ---- I 30. 21 I 1 ____.-_-• 1 ---- 1 ---- I __.__.___ 1 ___- 1 --__ 1 I -- I I ! I I I I I I CONFLUENCE I TC#i.= 32. 1 TC#2= 30. 2 TC#3= 0. 0 TC#4== 0. 0 TC#5= 0. 01 I I I LARGEST I ANALYSIS I 0#1= 853. 2 0#2= 609. 2 043= 0. 0 04*4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I I FOR POINT# 1 I#1= 1. 43 I##2= 1. 48 103= 0. 00 1#4.:- 0. 00 I#5= 0. 001 I i I Q=1440. 8 I 1 407. 001 01 =1440. 8 02 =1412. 6 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----- I---- I I I -- - - - - 1 ---- I ---- I - - I- -- I ____ 1 -_-___ 1 ______._ 1 1 I ---- 1 I I I I I _-___ 1 ___._ 1 _-- 1__-_-- 1 ____._.-- 1 -.-_.____-_ 11440. 81 . 00251B= 14. 0111. 6132501 4. 71 I n=. 0150 Dn= 5. 51 I 1 l I I I I I I I 1 I I 1 I Z= 1. 5 Fr= 1. 02 1 450. 00 1 1 I 1 I 233. 2 1 1. 311 . 8021245. 91 - ----- 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 36. 81 1 i --- I ---- i ---- I 1 - - 1 1 -__.--- 11686. 71 . 01181B- 14. 0121. 3119501 1. 51 I n=. 0150 Dn= 4. 0 I I 1 1 I I I I I I I I I I I I Z= 1. 5 Fr= 2. 15 1 i 1 I I I 1 I 1 I I I I I I I I I 1 I i I 1 1 I I I I I I I I I 1 I I 1 I I ! I I 1 I I I I I 1 I I I I I I I 1 I I I I I I I I I 1 I 1 I 1 1 1 I I I I I I I I l . 4 ) C | `~� | } | -------- ---------------------- - ----------------------------- - | •STUDY NAME: �� u��y�� | CALCULATED BY: �� vc_�, �-= /�°��~' '°-~--~ �� «c�~u I CHECKED BY: 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = . 98; INTENSITY SLOPE - . 600 | PAGE NUMBER ~,^� OF �� } � ! ----- EADVANCED ENGINEERING SOFTWAR E] � | | CONCENTRATION | SOIL | DEV. | AREA | I | C | Q | Q ISLOPE | SECTION | V } PATHI T } Tc | HYDRAULICS | i POINT NUMBER ! TYPE ! TYPE | (ACRES) | in/h } ! (SUB) ! TOTAL } ft/ft | ! fps. ! ft. ) min. | min. | AND NOTES � | -------- | ---- | ---- | - | ---- | ---- , ----- i | ----- | ------- l ---- } ---- | ---- � i - \ / ------------- | ---- | ---- i ------- | ---- i ---- | ----- ! -- --- | ----- | ------- 1 ---- | ---- } ---- | | � CONFLUENCE I TC-41= 38. 3 TC#2= 0. 0 TC#3= 0. 0 TC44= 0. 0 TC#5= 0. 01 I LARGEST i ANALYSIS | O#1=1686. 7 Q4-12= 0. 0 Q43= 0. 0 Q44= 0. 0 Q#5= 0, 01 I | | CONFLUENCE | FOR POINT# | I#1= 1. 28 I#2= 0. 00 I43= 0. 00 I#4= 0. 00 I145= 0. 00 ) | \ } Q=1686. 7 514. 001 01 =1686. 7 02 = 0. 0 G3 = 0. 0 Q4 = 0. 0 Q5 = 0. 0 | ---- I ---- | | | | ------- ----- I ---- | ---- | ------- | ---- ! ---- i ----- | ------ | ----- | ------- ! ---- | | | | } � ------- | ---- | ---- | ------- | ---- | ---- | ----- | ------ | ----- I ------- ( ---- / ---- 1 ----| | \ | | \ } | | | 1244. 6 | | ! | I Assumed Data 514. 001 } I 1038. 7/ | | | ------ } | ------- > ---- | ---- | ---- | 32. 2 | | i ------- } ---- } ---- ! ------- | ---- | ---- ! ----- t ------ | ----- | ------- | ---- | ---- | } CONFLUENCE | TC41= 38. 3 1-C#2= 32. 2 TC43= 0. 0 TC#4= 0. 0 TC#5= 0. 01 1 i | LARGEST | ANALYSIS | Q#1=1686. 7 Q#2=1244. 6 Q43= 0. 0 Q44= 0. 0 Q45= 0. 01 I | | CONFLUENCE | FOR POINT# } I#1= 1. 28 I#2= 1. 42 I43= 0. 00 I44= 0. 00 I#5= 0. 001 \ Q=2808. 9 | 514. 001 01 =2808. 9 02 =2663. 9 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- | } -- | | ------- | ---- | ---- | | ---- | ---- | ----- 1 ------ / ----- | ------- | ---- | I \ | | � ------------- | ---- | ---- | -- | ---- i ---- | ----- |2808. 9 | . 0062 } D= 14. 0119. 5 | 1300 } 1. 1 | | n=. 0150 Dn= 6. 21 | I | I / ! l | / ! > | | | Z= 1. 5 Fr= 1. 631 } ------------- | ---- | ---- \ ------- 1 ---- } ---- | ----- } ------ \ --- - I ------- | ---- } ---- | | CONFLUENCE I TC#1= 39. 4 TC42= 0. 0 1C#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I } | LARGEST | ANALYSIS | Q#1=2808. 9 Q42= 0. 0 Q#3= 0. 0 Q#4= 0. 0 Q45= 0. 01 I CONFLUENCE I FOR POINT# I I#1= 1. 26 I#2= 0. 00 I#3= 0. 00 I#4- 0. 00 I#5= 0. 001 1 } | Q=2808. 9 1 516. 00 | 01 =2808. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- I---- 1 |- ' | | ------------- | ---- | ---- | ------- | ---- | ---- \ ----- | ------ ! ----- } ------- | ---- i I I | | | ------------- | ---- | ---- } ------- | ---- | ---- | ----- ! ------ | ----- | ------- 1 ---- | ---- | ---- 1 | | ------------- } ---- | ---- | ------- | ---- ! ---- ! ----- | 1 . 01791 i 12900121. 31 } INITIAL SUBAREA' } 515. 001 1 I 5 ! 77. 611 . 821 . 6781 95. 9 | ------ } ----- i ------- ! ---- } ---- | ---- | 21. 3 | | ------------- | ---- | ---- | ------- | ---- i ---- , ----- ' 95. 9 | . 0144 | D= 39. " 11:1% :; 116001 2, 01 \ n=. 0130 Dn= 2. 61 � ------------- ) ---- | ---- i------- | ---- | ---- | ----- / - ---- | ----- / ------- | ---- } ---- |---- | | | CONFLUENCE I TC#1= 39. 4 TC#2= 23. 3 TC43= 0. 0 1C#4= 0. 0 TC415= 0. 0 / | | | LARGEST I ANALYSIS I Q41=2808. 9 Q42= 95. 9 Q43= 0. 0 Q44= 0. 0 Q#5= 0. 01 I } | CONFLUENCE I FOR POINT# \ I#1= 1. 26 I#2= 1. 73 I#3= 0. 00 'I#4= 0. 00 I#5= 0. 001 | \ | Q=2878. 9 i 516. 001 01 =2878. 9 02 =1757. 1 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- | } I | -------- | ---- 1 ---- 1 ) ---- | ---- } ----- | ------ \ ----- | ------- | ----| | | 1 I | ------------- | ---- | ---- | ------- | ---- | ---- 1 ----- | 2878. 9 | . 0054 | B= 16. 0 \ 18. 5 ! 13001 1. 21 } n=. 0150 Dn= 6. 21 | 1 I | I 1 | I I | | I I | | Z= 1. 5 Fr= 1. 541 | ------------- ------------------------- ------- - } *DEVELOPMENT TYPES: 1-COMv2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * `-7-cc ' 1 -or) n=q= (2' p�-AC) ' 9=UNDEV (POOR COY) , 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* _______________________ ____ ___-__- ,_ -.:. �� -� } | __ �� | | ) | / i | - --------------------�------- -------- | � STUDY NAME: C�^�� | ' . ~__ , �, "~ .. .' -_. ._- . __` � CALCULATED BY:, | | CHECKED 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = . 98; INTENSITY SLOPE = . 600 I PAGE NUMBER �� OF 7 ' , | ------------- EADVANCEDE D ENGINEERING SOFTWAR E] | CONCENTRATION | SOIL | DEV. | AREA | I | C I Q | Q } 8LOPE | SECTION | V | PATH| T | Tc }` HYDRAULICS | ! POINT NUMBER ) TYPE } TYPE | (ACRES) ( in/h | | (SoB> \ TOTAL \ ft/ft | | fps. \ ft. } min. | min. | AND NOTES | | ------------- | ---- | ---- | -- | ---- | ---- | ----- | ------ | ----- | ------- | ----| ----1---- | | 518. 001 1 I 2 | 47. 811. 24i . 7481 44. 3 | ------ | ----- | ------- | ---- 1 ---- ) ---- | 40. 61 ------------- 1 ---- 1 ---- 1 ------- 1 ---- 1 ---- 1 -- -- 12921 . 00771 ..9= 16. 0 | 21. 2 | 1300| 1. 01 In=. 0150 Dn= 5. 6! | | | } | | 1 | } I | l ! | Z= 1. 5 Fr= 1. 821 | ------------- | ---- | ---- | ------- | ---- | ---- i ----- | ------ ! ----- | ------- | ---- } ---- | ---- i \ | CONFLUENCE I TC#1= 41. 6 TC#2= 0. 0 TC4f3= 0. 0 TC4-14= 0. 0 TC#5= 0. 0 / LARGEST I ANALYSIS I 0#1=2923. 2 Q42= 0. 0 0#3- 0. 0 D#4= 0. 0 045= 0. 01 CONFLUENCE | ' FOR POINT# | I#1= 1. 22 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | i 0=2923. 2 � 520. 00 | 01 =2923. 2 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 | � | ------------- | ---- ! ---- ! ! -- / ---- | ----- i ------ | ----- | ------- \ ---- | | \ | | i ------------- | ---- | ---- / ------- |---- | ---- } ----- } ------ \ ----- | ------- | ---- | ---- �---- | | \ ----- | ---- | ---- | | ---- | ---- | ----- | 1 . 01661 | 12900121. 61 INITIAL SUBAREAi 517. 001 1 | 5 | 77. 611. 811 . 6761 94. 81 ------ 1 ----- i ------- | ---- 1 ---- 1 ---- 1 21. 6 | | ------------- | ---- | ---- \ ------- i ---- | ---- | ---- | 94. W . 00541D= 48. " ! 9. 3113001 2. 31 | n=. 0130 Dn= 3. 0 } 519. 001 1 | 5 I 77. 611. 701 . 6651 87. 71 ------ 1 ----- i ------- | ---- 1 ---- 1 ---- 1 24. 0 | � ------------- } ---- ) ---- | ------- | ---- | ---- | ----- | 182. 4 / . 01651D= 51. " 116. 8 | 1700 ( 1. 71 | n=. 0130 Dn= 3. 0 | 520. 001 1 | 2 I 49. 211. 631 . 7731 62. 01 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 25. 7 | � | ------------- 1 ---- \ ---- 1 ------- 1 ---- 1 ---- 1 ----- ) ------ 1 ----- | ------- | ---- 1 ---- ) ---- | | | | CONFLUENCE | TC#1= 41. 6 TC#2= 25. 7 TC#3- 0. 0 TC#4= 0. 0 TC#5= 0. 0 ) 1 | | LARGEST � \ ANALYSIS I 0441=2923. 2 Q#2= 244. 4 Q#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 I | \ CONFLUENCE \ | FOR POINT# I I#1= 1. 22 I#2= 1. 63 I#3= 0. 00 I1-4= 0. 00 I45= 0. 001 ) | | 0=3106. 1 | 520. 001 01 =3106. 1 02 =2047. 9 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- 1 l | | ------------- | ---- | ---- | ------- ! ---- | ---- | ----- | ------ | ----- } ------- | ---- | | / ------------- ! ---- 1 ---- 1 ------- | ---- | ---- | ----- | 310G. 1 | . 0046 | B= 16. 0 | 17. 9 | 13001 1. 21 | n=. 0150 Dn= 6. 71 | | | i | \ | I | | | i 1 l ! Z= 1. 5 Fr= 1. 441 / 522. 001 1 I 4 | 50. 711. 201 . 6671 40. 5 | ------ \ ----- | ------- | ---- } ---- | ---- | 42. 81 | | ------------- I ---- | ---- | ------- / ---- | ---- | ----- | 3146. 7 | . 00621B= 16. 0 } 20. 0 | 13001 1. 11 | n=. 0150 Dn= 6. 21 | l \ | | | \ | | 1 | | | | | Z= 1. 5 Fr= 1. 651 | ------------- } ---- I---- !------- | ---- | ---- 1 ----- / ------ | ----- }------- | ---- | ---- |---- | | I | CONFLUENCE I TC#1= 43. 9 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST I } ANALYSIS I 0#1=3146. 7 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 1 | CONFLUENCE i ! FOR POINT# 1 I#1= 1. 18 I#2= 0. 00 143= 0. 00 I#4= 0. 00 I#5= 0. 001 1 I 0=3146. 7 | | 524. 001 01 =3146. 7 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- 1 | - / | ------------- | ---- | ---- } -------| ---- } ---- | ----- | ------ � ----- � ------- | ---- i | | | | � | | | / > ) | 1 i ) | | 1 } } | | | 1 | > | } i | I | i | | | / --------- -------------------- - - } ~~- -^~-~ ^ { _� �0r-� � H .} L�-� �.'� ��'�N �� ~�^~� \ | | ------------ --- ---------------- ------ - ! �� .� STUDY NAME: �� a��r ' ^ ' ^� } CALCULATED BY: | � x ' I CHECKED BY: I 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = . 98; INTENSITY SLOPE = . 600 1 PAGE NUMBER S- OF 7 | } ---------- [ADVANCED ENGINEERING SOFTWARE] . . | | CONCENTRATION } SOIL | DEV. } AREA } I | C | Q ) Q iSLOPE | SECTION \ V } PATH \ T | Tc | HYDRAULICS I | POINT NUMBER \ TYPEITYPE | (ACRES) \ in/h } | (SUB) 1 TOTAL1ft/ft1 \ fps. } ft. Imin. \ min. \ AND NOTES I | ------ 1 ---- I ---- I ------- | ---- 1 ---- } ----- | ------ 1 ----- | ------- I ---- ) ---- i ---- | I` } | ------------- | ---- l ---- \ ------- ) ---- } ---- | ----- | ------ | ----- | ------- | ---- ! ---- I ---- 1 I | ( ------------- | ---- | ---- |------- I ---- | ---- | ----- \ 1 . 01691 | 12900119. 71 ' INITIAL SUBAREA! ! 521. 001 1 | 4 I 77. 6 | 1. 91 | . 735 | 108. 9 | ------ \ ----- \ ------- | ---- | ---- | ---- \ 19. 71 I 1 ------------- } ---- | ---- i ------- | ---- | ---- | ----- ! 108. 91 . 0069 | D= 48. " 110. 511300 | 2. 11 ----- 1n=. 0130 Dn= 3. 11 ! 523. 001 1 I 4 | 77. 6 | 1. 80 | . 728 ! 101. 6 } ------ | ----- 1 ------- \ ---- i---- 1---- I 21. 81 l | ------------- ) ---- \ ---- } ------- } ---- | ---- | ----- | 210. 61 . 0131 | D= 54. " 115. 7117501 1. 91 |n=. 0130 Dn= 3. 51 \ 524. 001 1 I 2 I 52. 211. 711 . 7771 69. 5i ------ | ----- 1 ------- | ---- | ---- | ---- 1 23. 61 I } ------------- I ---- ) ---- | - | ---- | ---- | ----- | ------ }----- |------- | ---- } ---- }---- | | I I CONFLUENCE I TC#1= 43. 9 TC#2= 23. 6 TC43= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | | ANALYSIS I Q41=3146. 7 Q42= 280. 1 043= 0. 0 Q#4= 0. 0 0#5= 0. 01 I | | CONFLUENCE I I FOR POINT# | I#1= 1. 18 I#2= 1. 71 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I ) I 0=3339. 8 \ I 524. 001 01 =3339. 8 02 =1973. 8 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- I - | I } --- i ---- | ---- 1 | ---- } ---- } ----- \ ------ | ----- | ------- 1 ---- \ | I l 1 ------------- 1 ---- / ---- 1 ------- | ---- 1 ---- | ----- 13339. 81 . 00851B= 16. 0122. 7113001 1. 0| 1n=. 0150 Dn= 5. 91 | I l 1 1 1 | | i 1 | 1 I | lZ= 1. 5 Fr= 1. 911 | ------ -- I ---- \ ---- | ------- \ ---- 1 ---- | ----- } ------ | ----- ) ------- | ---- | ---- i ----| I i I CONFLUENCE I TC#1= 44. 8 TC42= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | ! LARGEST l . | ANALYSIS | 041=3339. 8 Q42= 0. 0 Q43= 0. 0 Q#4= 0. 0 0#5= 0. 01 I ) } CONFLUENCE 1 ) FOR POINT# I I#1= 1. 17 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | \ I Q=3339. 8 l | 526. 001 01 =3339. 8 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0i ---- | ---- | | i | ------------- | ---- | ---- 1 ------- | ---- | ---- | ----- | ------ | ----- | - | ---- ! | | | } . / ------------- !---- | ---- | ------- 1 ---- |---- \----- | ------ ) ----- |------- i ---- |---- |---- | I \ ! ------------- | ---- | ---- | ------- | ---- | ---- ! ----- \ 1 . 01831 | 12900121. 2 | ! INITIAL SUBAREA! | 525. 00 | 1 I 5 ! 77. 6 | 1. 83 \ . 678 | 96. 21 --- -- | ----- | ------- | ---- | ---- | ---- | 21. 21 | | ----- -- I ---- | ---- i -- | ---- | ---- | ----- | 96. 2 | . 121150 | D= 39. " | 13. 5 \ 18001 2. 2 ) |n=. 0130 Dn= 2. 61 | 526. 001 1 \ 4 I 53. 711. 721 . 7221 66. 8 } ------ | ----- } ------- } ---- | ---- \ ---- | 23. 41 I | ---- l ---- | ----| ------- | ---- | ---- i ----- \ ------ } ----- / ------- | ---- I ---- | ---- \ I 1 | CONFLUENCE 1 TC#1= 44. 8 TC#2= 23. 4 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | ) LARGEST 1 | ANALYSIS I Q#1=3339. 8 042= 163. 0 Q#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 | | I CONFLUENCE | I FOR POINT# I I#1= 1. 17 I#2= 1. 72 I#3= 0. 00 I#4= 0. 00 I45= 0. 001 | I 0=3450. 2 } i 526. 001 01 =3450. 2 02 =1907. 6 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- \ ---- | } - I | ------ | ---- 1---- |------- 1---- }---- }----- | ------ | ----- /------- |---- | | | | | | ------ | ---- 1 ---- | - | ---- | ---- 1 ----- \ 3450. 21 . 0031 |B= 18. 0115. 8113001 1. 41 | n=. 0150 Dn= 7. 51 | I 1 ! I | 1 I 1 } I } \ | ! Z= 1. 5 .Fr= 1. 191 | 528. 001 1 } 4 | 53. 711. 151 . 6581 40. 5 | ------ \ ----- | ------- ! ---- !---- |---- 1 46. 21 | | ------- ---------------------------------------- - } *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF (1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * ,,, Ar) ,.., si5 4. I I I i 1 STUDY NAME: 1/ve..fr /*/t/MA/A C ffANNEL__ I CALCULATED BY: J 'MEN I CHECKED BY: 1 10„ 0 YEAR STORM 1-HOUR RAINFALL ( inclh) . 9;7„ INTENSITY SLOPE = . 600 I PAGE NUMBER 6, OF 7. LADVANCEDN C E D ENGINEERING SOFTWAR E7 1 I CONCENT RAT:C ON I SO I L I DEV. I AREA I I I C I Q I Q I SLOPE I SECT I ON I V I PATH I T I Tc I• HYDRAULICS I POINT NUMBER I TYPE I TYPE I (ACRES) I in/hi 1 I (SUB) I TOTAL I ft/ft 1 . I fps. 1 ft. I rein. I nein. I AND NOTES I 1 ____ I ____ 1 ___•----___._- ! .____..__-- I -.._.__-_. ! __.___..._.._. ! --__...__._._ I _.-_--_- i ____.____.._. i -____ 1 __-- 1 ---- I I I _....--___---.______-__. 1 ______ 1 __--__ 1 _-------. I -_--_ 1 --___- { .._ .._-. .--- 1 3490. 7 1 . 0046 1 B= 10118. 3113001 1. 21 I n=. 0150 Dn= 6. 81 1 1 I 1 1 1 1 1 1 I I I I I Z= 1. 5 Fr= 1. 45 1 1 _---- ! ---_- 1 _._ I _._.___- 1 _..._.___ i ._.._..._._...__.. i _. .__..__.___ 1 _-__..___ ! -__.____.__.- I -_-_. I ----- 1 ---- I 1 I CONFLUENCE I TC#1= 47. 4 TC#2= 00. 0 TL#3== 0. 0 TC##4= 0. 0 TC45= 0. 01 I I I LARGEST ANALYSIS I 041=3490. 7 0#2= 0. 0 0#3= Zi. 0 044 0. 0 0115= 0. 01 I I I CONFLUENCE I FOR POINT# I I#1= 1. 13 1-M2= 0. 00 143= 0. 00 144= 0. 00 I#5= 0. 00 1 I I I 0=3490. 7 530. 001 01 =3490. 7 02 = 0. 0 03 0. 0 04 = 0. 0 05 = 0. 01 ---- I ---- I I I __-_ 1 _-__ i __...____-_ 1 _..__._ 1 ___--. 1 __-_.._- 1 - 1 _____- I _______-- I - - -- I 1 I 1 ! _ - --- I ---- I ---- 1 ------_-- I __--_--- I ----__ 1 - I -- I ---_-- 1 --------._ I ---- 1 -_-- I ---- 1 I I --_--- - ---- I ---- I --__ i _____.___-• 1 _-_..__ 1 __._.__ i _...._.____. 1 1 . 01481 1 12900122. 11 1 INITIAL SUBAREA 527. 001 1 I 5 I 77. 611. 781 . 6741 93. 21 - { I - 1 -_-_. I ---- I ---- I 22. 11 ------------- 1 ---- 1 ---- 1 ------- 1 ---- 1 ---- 1 ----- 1 93. 21 . 00621D= 48. " 1 9. 8113001 2. 21 I n=. 0130 Dn= 2. 8 I 529. 001 1 I 5 I 77. 611. 681 . 6631 86. 71 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 24. 31 i --- - I ---- I ---- 1 I --___._ { __-_- 1 .-_.-__._- 1 1 79. 9 1 . 01::8 1 D= 51. " 1 14. 9 1 1800 I 2. 01 ----- 1n=. 0130 Dn= 3. 4 530. 001 1 I 3 1 53. 711. 611 . 7521 64. 91 -- - -- - I I ._-_____ 1 - ! ---- 1 ---- I E:6. 3 1 I -_-- I ----_ I- -_ -- -- I ---___ 1 _--•---- I -_-----_- 1 - I ----_-_ I .--------_ 1 __-_-- 1 -__- 1 -_-- 1 I i CONFLUENCE 1 TC#1= 47. 4 TC#2= 26. 3 TC1#3= 0. 0 1C#4= 0. 0 TC#5= 0. 01 I I I LARGEST { ANALYSIS I 0#1=3490. 7 0*2= 244. 7 Q#3= 0. 0 0#4= 0. 0 Q*5= 0. 01 I I I CONFLUENCE 1 i FOR POINT# 1 I#1= 1. 13 11#2= 1. 61 I#3= 0. 00 11#4= 0. 00 145= 0. 001 I I I Q=3662. 7 530. 001 01 =3662. 7 02 =2184. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 _____ 1 - I 1 I 1 1 i _______.__.-•-- i ___- { __-- 1 ___--_-- 1 -__.--_ I -_----- 1 ____._..._- 1 :.;682. 71 . 00711B= 20. 0 1 21. 5 1 140020 I 1. 1 1 ------ I n=. 0150 Dn= 5. 91 i I I 1 I I 1 I 1 1 1 I I I I Z= 1. 5 Fr= 1. 79 I ! 532. 00 1 1 1 3 1 61. 211. 111 . 7091 48. 31 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- I 48. 51 I I -_- --- --- --- i ---- 1 - I --- 1 ---__ { ___-__ ! --_-..___ 13711. 01 . 00771D= 20. 0 1 22. 2 1 1300 1 1. 01 I n=. 0150 Dn= 5. 81 I I 1 I I I ! I 1 I I I I 1 I Z= 1. 5 Fr= 1. 85 I I ---- - - I ---- I - 1 I _ ___ I ____ i ____- 1 --------_ I ------ I - 1 . 1 ---- I ---- 1 I 1 1 CONFLUENCE I TC#1= 49. 5 TC#2= 0. 0 TC#3= 12. 0 TC1#4= 0. 0 TC'1#5= 0. 01 I I I LARGEST I I ANALYSIS I 0#1=3711. 0 0#k2= 0. 0 01#3= 0. 0 0#4= 0. 0 0#5= 0. 01 1 I I CONFLUENCE I 1 FOR POINT# 1 I#1= 1. 10 I#2= 0. 00 I#3= 0. 00 144= 0. 00 I#5= 0. 001 I I I 0=3711. 0 I ! 534. 001 01 =3711. 0 02 = 0. 00 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- I 1 I I I I I 1 --- --- 1 ---- I ----I 1 ____ 1 ---- 1 I -___-__ 1 _____- 1 I ---- I ---- 1 ----I I I 1 . 01341 I 12900122. 61 I I N I T I AL SUBAREA! I 531. 00 1 1 I 5 1 77. 611. 761 . 6721 91. 81 -_ -._..._._ 1 -••---- I -- I ---- I ----I ---- I 22. 61 I | ` �� CO V ~-� | ---- ------------- - | STUDY NAME: �pc�� r ��l� ^4A �� «�^��"�~r�r� , 1 CALCULATED BY: ,�� . . . | CHECKED BY: i 10. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = . 98; INTENSITY SLOPE = . 600 | PAGE NUMBER �� OF 7 ^y� / ' | ----- - [ADVANCED ENGINEERING S O F T W A R E] CONCENTRATIONiSOIL | DEV. | AREA | I i C / Q | Q | SLOPE | SECTION | V IPATH| T I Tc | HYDRAULICS | / } POINT NUMBER | TYPE | TYPE | (ACRES) | in/hi | (SUB) | TOTAL > ft/ft | Ifps. | ft. | min. | min. ! AND NOTES | ------------- | ---- | ---- | ------- | ---- | ---- | ----- } ------ | ----- | ------- | ---- } ---- / ---- | |' | -------- | ---- I ---- | ------- | ---- | ---- | ----- | 91. 81 . 00311D= 54. " | 7. 511300| 2. 91 } n=. 0130 Dn= 3. 2| 533. 00 ! 1 1 5 | 77. 611. 641 . 6581 83. 71 --- -- | ----- | ------- } ---- | ---- } ---- | 25. 41 | | ------------- | ---- | ---- | ------- | ---- / --- ! ----- | 175. 61 . 01541D= 51. " 116. 212400 2. 51 } n=. 0130 Dn= 3. 0 | 534. 001 1 I 3 I 70. 111. 551 . 749 | 81. 4 | ------ ! ----- } ------- | ---- ) ---- i ---- ) 27. 91 | | ------------- � ---- | ---- ! - | ---- | ---- | ----- | --- -- / ----- | ------- | ---- | ---- | ---- } | ----- | CONFLUENCE 1 TC#1= 49. 5 TC#2= 27. 9 TC143= 0. 0 TC#4= 0. 0 TC#5= 0. 01 } / | LARGEST | ANALYSIS | Q41=3711. 0 Q#2= 257. 0 Q#3= 0. 0 Q44= 0. 0 Q#5= 0. 01 | | | CONFLUENCE | , FOR POINT | I41= 1. 10 I#2= 1. 55 I#3= 0. 00 I44= 0. 00 I45= 0. 001 | | | Q=3893. 2 534. 00 | 01 =3893. 2 02 =2350. 5 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ---- | | | | ------------- | ---- } ---- } | ---- 1 ---- ! ----- | ------ } ----- I ------- | | | ----- -------- } ---- | ---- } ------- i ---- | ---- | ----- | 3893. 2 . 0100 ! B= 20. 0124. 7 ^200 > . 1 | | n=. 0150 Dn= 5. 61 | | I / | | | Z= 1. 5 Fr= 2. 101 / ----- | ---- | ----) - | ---- ! ---- | ----- | ------ | ----- | -- | - | 534. 00 | | } 3736. 611. 551 } | 3893. 2 | | i } | / 49. 6 | Stream Summary! | -------- | ---- | ---- } | ---- | ---- | ----- | - ) ----- | ! ---- � ---- | ---- | | } ! | } | } I | } | } | } | | | | | \ | | / | } | | | | > } | } | I | } | | | | | | } | | } | } } } | } } \ | | | | | I | } | ) | I | | | | | | | | | } | | | | | i ---------------- ---------------------- ---- -- - - ) *DEVELOPMENT TYPES: 1=COM, 2=APT~ 3=MH~ 4=COND0, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * .-7-cc1 ^ -or` A=c4P /�,' =,-air) ' 9=HNDEV (POOR COV). 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | ' 0' -- --'tryc/c -' "1,4, 0 ~ ~< - ° k^_ - - "1 i ' | �� J' #� | � STUDY NAME: Li"/ __-_ � ��«�. �� | CALCULATED BY: �°�� p | | | CHECKED BY: I | 25. 0 YEAR STORM 1-HOUR RAINFALL ( inch)= 1. 21 ; INTENSITY SLOPE = . 600 | PAGE NUMBER / OF 3 } | CADVANCED ENGINEERING SOFTWAR E] I |CONCENTRATION | SOIL | DEV. | AREA | I | C | Q 1 Q } 8LOPEISECTION| V |PATH| T | Tc | HYDRAULICS I \ POINT NUMBER | TYPE | TYPE \ (ACRES) | in/h | | (SUB) 1 TOTAL | ft/ft | ifps. | ft. |min. | min. | AND NOTES I | - | ---- | ---- | ------- | ---- } ---- |----- | ------ } ----- | ------- l ---- | ----| ---- | | I | | - | | ---- } ---- | I I ----- } | ---- | ---- | ---- | I I -------- | ---- | ---- I ------- | ---- } ---- |----- i 1 . 02571 I 11750112. 51 | INITIAL SUBAREA| 1. 001 1 | 1 I 25. 1 } 3. 091 . 830} 64. 41 I I | ---- | ---- ! ---- | 12. 51 | |---- | ---- | ------- I---- } I 64. 41 . 0309 | D= 30. " } 16. 21 550| . 6| |n=. 0130 Dr= 1. 91 \ 2. 00 | 1 | 1 | 29. 313. 011 . 829 | 73. 01 I I I ---- | ---- } ---- | 13. 11 I ) - | ---- | ---- | -- | ---- > ---- | ----- | 137. 41 . 03191D= 39. " 119. 7I 720| . 61 |n=. 0130 Dn= 2. 51 1 4. 001 1 | 5 | 49. 5 |2. 93 } . 743 } 107. 6 | ------ i I | ---- | ---- | ---- | 13. 71 | 4. 001 1 | 5 I 22. 3 }2. 931 . 743 } 48. 5i ------ | I I ---- | ---- | ---- | 13. 71 I | ---- | ---- | |---- | ---- | ----- } 293. 41 . 0319 |D= 51. " 123. 611350 | 1. 01 | n=. 0130 Dn= 3. 51 ) 6. 00 | 1 | 5 } 40. 312. 811 . 738 | 83. 61 | | ------- | ---- |---- |----| 14. 61 | | 6. 00i 1 | 5 | 41. 812. 811 . 738 | 86. 81 1 I | ---- | ---- | ----| 14. 61 | | \ ---- | ---- | |---- | - } 463. 91 . 0320 | D= 63. " 127. 011000 | . 61 |n=. 0130 Dn= 3. 91 | 7. 00 | 1 ! 2 I 31. 012. 741 . 804 | 68. 31 \ ----- | | ----| ---- | ---- | 15. 21 I } ---- i ---- | |---- | ---- | I 532. 21 . 0320 | D= 66. " 127. 9| 250| . 11 |n=. 0130 Dn= 4. 11 | 8. 00| 1 | 5 I 37. 312. 731 . 735 ! 74. 7 | ------ | I | ---- i ---- | ----| 15. 41 i | i ---- | ---- } i---- | ---- ! ----- I 606. 9| . 0023 |D=114. " | 10. 8| 2600 | 4. 01 |n=. 0130 Dn= 7. 01 | ---- | ---- | |---- |---- i | | | | ---- | ---- |---- | I I ! CONFLUENCE | TC#1= 19. 4 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST | | ANALYSIS | Q#1= 606. 9 Q#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE I | FOR POINT# } I#1= 2. 37 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 606. 9 | � 11. 00| 01 = 606. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ---- | I I | - | ---- | ---- | I ---- 1 ---- i ----- |------ I I 1 ---- | | | I | | - --- | ----I | ---- | ---- | i | ----- I - ) ---- | ----| ---- | I | -i ---- | ---- } 1 ---- } ---- |----- | 1 . 0331 | I |2600 | 18. 0| ! INITIAL SUBAREA! | 9. 00 \ 1 I 5 | 49. 012. 481 . 723 | 87. 91 I I | ----} ----| ----| 18. 01 I | ---- | ---- | | ---- | ---- | | 87. 91 . 0296iD= 33. " 117. 011350| 1. 3| |n=. 0130 Dn= 2. 21 | 10. 00| 1 I 5 | 40. 312. 381 . 718 68. 71 I I | ---- | ---- |---- | 19. 41 I | ---- | ---- ! i ---- | I 156. 61 . 03001D= 42. " 120. 011300 | 1. 1 | |n=. 0130 Dn= 2. 61 11. 00 } 1 | 5 | 38. 812. 301 . 713 63. 6| ------| I | ---- | ---- | ----| 20. 41 | |---- | ---- | }---- | ---- | I I I |---- }---- |---- | I I | CONFLUENCE ! TC#1= 19. 4 TC#2= 20. 4 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST I ) ANALYSIS } 0#1= 606. 9 0#2= 220. 2 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE I � FOR POINT# | I#1= 2. 37 I#2= 2. 30 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 816. 1 I � 11. 00| 01 = 816. 1 02 = 808. 6 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----|---- | I I | ---- | ----| I ---- | ---- } I | ----- | } ----| | | I I � - - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF (1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV (POOR COV) , 10=UNDEV (FAIR COV) , 11=UNDEV (BOOD COV) 0, 5=SPECIFIED COEFFICIENT* ^ _' ' | i 00 D | | | | | STUDY NAME: L. ��, �� N * / ---- � �/� » � �4 I CALCULATED BY: �� '' -°~ ° ^ �_ � , �� ~-�, ~ r ^~ ` ~��` / | CHECKED BY: | | 25. 0 YEAR STORM 1-HOUR RAINFALL( inch)= 1. 21 ; INTENSITY SLOPE = . 600 | PAGE NUMBER '? OF & | [ADVANCED ENGINEERING SOFTWPREJ | |CONCENTRATION | SOIL |DEV. | AREA | I | C | Q } Q | SLOPE }SECTION | V | PATH | T | Tc | HYDRAULICS | POINT NUMBER | TYPE | TYPE \ (ACRES} iin/h | | (SUB) 1 TOTAL | ft/ft | ! fps. i ft. | min. ! min. | AND NOTES | | ------ | ----| ---- 1 |----1 ---- | -----1 - 1 }-- | ---- | ---- | ----| | } ---- | ---- | | ---- | ---- } I 816. 11 . 0105 |D= 93. " } 20. 2| 1530| 1. 31 | n=. 0130 Dn= 6. 2 | 12. 001 1 | 5 I 33. 512. 281 . 7121 54. 61 ------ | ----- 1 | ---- |---- | ----| 20. 71 | } ---- | ---- | | ---- | ---- | ----- | 870. 6 } . 0130 } D= 93. " } 22. 4| 1000 | . 71 | n=. 0130 Dn= 5. 9 | | i ----| ---- } |---- | ---- |----- | ------ | ----- } - }---- | ---- | ---- | | | | CONFLUENCE I TC#1= 21. 4 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | LARGEST | ANALYSIS I 0#1= 870. 6 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I | CONFLUENCE | | FOR POINT# | I#1= 2. 24 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I | 0= 870. 6 | ) 13. 001 01 = 870. 6 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----| ----| | | } ! ---- } ---- | | ---- | ---- 1 | | } -- | ---- | | | I | } ---- | ---- \ }----| ---- | | - | | | ---- | ---- |----| | | | } ---- | ---- | 1 ---- | ---- } ----- | | . 0327I | | 2450 | 17. 7 | ! INITIAL SUBAREA | 14. 001 1 | 5 29. 312. 511 . 7251 53. 31 -| | | ---- | ---- |---- | 17. 71 | | ---- | ---- | | ----} ---- I | 53. 3 . 02801D= 30. " 115. 112500 | 2. 81 | n=. 0130 Dn= 1. 7 | 17. 001 1 | 4 | 46. 412. 301 . 7541 80. 51 i | ------- } ---- | ---- |----| 20. 41 | ---- | ---- | 1 ---- | ---- 1 ----- | 133. 8 | . 0220 | D= 42. " 117. 2| 500 | . 51 | n=. 0130 Dn= 2. 6 | | | | ----| ---- } 1 - | I | ---- | ---- |----| I | � CONFLUENCE I TC#1= 21. 4 TC#2= 20. 9 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST | | ANALYSIS | 0#1= 870. 6 0#2= 133. 8 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I I CONFLUENCE | ' \ FOR POINT# | I#1= 2. 24 I#2= 2. 27 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I I 0=1002. 5 | 13. 001 01 =1002. 5 02 = 983. 3 03 = 0. 0 04 = 0. 0 05 = 0. 0| ----i ---- | I | | ---- | ----| | ---- | ---- | | | i | ---- | | | | | | - | ---- | ---- | I ----1 ---- | 11002. 51 . 01831D= 90. " 126. 1123690 | 1. 51 |n=. 0130 Dn= 6. 1 | 18. 101 1 | 1 I 20. 012. 151 . 8211 35. 31 | | | ---- | ---- | ---- | 22. 91 | ----| ---- | | ----1 ---- | ----- | ------ 1 ----- | ------- | ---- | ----|----| | | CONFLUENCE I TC#1= 22. 9 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST | ) ANALYSIS | 0#1=1037. 7 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I I CONFLUENCE | | FOR POINT# I I#1= 2. 15 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I I 0=1037. 7 | } 18. 101 01 =1037. 7 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0} ---- | ---- ! / | | | ---- | ---- | | ---- | ---- } I | | | ----| | | | } ---- | ---- | ---- | | ----| ---- |----- } | I | ---- | ----| ---- i | | | | ---- | ---- | | ----| ----| ----- | | . 12721 I | 9999 | 42. 7 | ! INITIAL SUBAREA ! | 15. 001 2 I 10 | 612. @| 1. 48| . 557 | 504. 0| | I | ---- | ---- | ---- | 42. 71 | | | ---- | ----| } ---- | ---- | I 504. 0| . 0427 | B= 6. 0125. 813000 | 1. 91 | n=. 0150 Dn= 2. 11 | I | | I I I I | I I I } I | Z= 1. 5 Fr= 3. 611 } | | | | | | | | 1 | | | | I I | - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * �-7-pc/ , -ar) A. F:F(P' 5-AC) ' 9=UNDEV(POOR COV) , 169=UNDEV(FAIR COV) , 11=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | ) 0 \ | } | | | STUDY NAME: �� ` � � _-_~ � ��r~�� ^��. �� I CALCULATED BY: | | ~ ' ��^ ' -~ �� -^ ~~ ^ -- ' - | CHECKED BY: | | | 25. 0 YEAR STORM 1-HOUR RAINFALL (inch) = 1. 21 ; INTENSITY SLOPE = . 600 | PAGE NUMBER OF 3 } | | ----- [ADVANCED ENGINEERING S OFTWAR E] | CONCENTRATION | SOIL | DEV. I AREA | I } C | Q / Q 1SLOPE } SECTIONI V ! PATH| T | Tc | HYDRAULICS | \ � POINT NUMBER | TYPE ! TYPE | (ACRES) | in/h } I (SUB) 1 TOTAL | ft/ft \ | fps. | ft. | min. | min. | AND NOTES | | | --- | ---- � ---- | | ---- | ---- | ----- } ------ | | ------- | ---- } ----| ---- | | | ---- } ---- | | ---- | ---- | ----- 1 | | } ---- | ---- | ---- | | | l \ CONFLUENCE i TC#1= 22. 9 TC#2= 44. 6 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST } � ! ANALYSIS | 0#1=1037. 7 0#2= 504. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE | | � FOR POINT# | I#1= 2. 15 I#2= 1. 44 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0=1296. 3 | | | 18. 10 | 01 =1296. 3 02 =1199. 3 03 = 0. 0 04 = 0. 0 05 = 0. 0| ----| ---- | | | | | / ---- | ---- | | ---- 1 - | } \ - - 1 ----| } | ----| ---- 1 | ---- \ ---- | | 1296. 3 | . 0211 | D=102. " | 30. 0 | 950| . 5| | n=. 0130 Dn= 6. 0| | | ---- | ----} ---- i } ----| ---- | -----| ------ ! ----- | --| ---- |----|----| | 18. 20i | i 1145. 9 | 1. 44 | | 11296. 31 | | 1 | | 23. 4 | Stream Summary | | | - } ----| ---- | | ---- i ---- | | ! | - | ---- | ----| ----| | | | | } | | | ) ) ! | | | | | | | | | | | | | | | } i | | | | | | | | | | | } | | | | | | | | | | ! | | } | | | | / } ) | | | } | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | } | | | | | | | | | | | | | | | | | | | | | | | | | | } | | ! | | | | | | | | | } | | } | | | ! | | | | | ! *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * / | ' ^ ~,~ ^~�. ^_�� ~ ��,� ��~� �_~�lr � " r �~��-�»� ��~ ^�«w'^=~` , .�~�~��-r"^~« 11) | | ) / } STUDY NAME: 1.../n/E `,43y ^ _� ii 4/7- ��, cu.6 _ 0�us1 I CALCULATED BY: I CHECKED BY: | 25. 0 YEAR STORM 1-HOUR RAINFALL ( inch)= 1. 16; INTENSITY SLOPE = . 600 I PAGE NUMBER 7 OF / | | - [ADVANCED ENGINEERING S O F T W A R E] | CONCENTRATION| SOIL | DEV. | AREA | I } C | Q | Q | SLOPE | SECTION| V |PATH| T | Tc | HYDRAULICS | POINT NUMBER | TYPE| TYPE| (ACRES) lin/h1 ! (SUB) | TOTAL | ft/ft | | fps. | ft. | min. | min. | AND NOTES | ---- ---| ---- | ---- } |---- I- | } I | ------- | ---- | ---- | ---- | |`- | | ---- | ----| |---- | ---- | I } | | ---- | ---- | ---- | | ---- ----| ---- | ---- | } ---- | ---- | -----| 1 . 02921 I 12400117. 91 ! INITIAL SUBAREA | 33. 00 | 1 I 5 | 59. 712. 391 . 7181102. 41 | | | ----| ---- |----| 17. 91 | � ---- } ---- i ---- i -- >----|----| ----- 1 102. 41 . 01231D= 42~ " | 12. 911300 | 1. 71 |n=. 0130 Dr= 2. 7| 34. 00 | 1 I 5 } 61. 012. 261 . 7111 98. 11 I I | ---- | ---- | ----| 19. 61 | | -------- | ---- | ---- | -- |---- | ---- | -----| 200. 51 . 02401D= 48. " } 19. 6 }20060 | 1. 71 |n=. 0130 Dn= 3. 0| | 37. 00 | 1 | 5 | 59. 712. 151 . 7041 961. 41 I I | ---- |---- |---- | 21. 31 | | ------------- } ---- | ---- | -------|---- | ---- | | } ----- | } ---- | ----|----| I | | CONFLUENCE | TC#1= 21. 3 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | ` / ANALYSIS | 0#1= 291. 0 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE | � 1 FOR POINT# | I#1= 2. 15 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 291. 0 | | 37. 00 | 01 = 291. 0 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----| ----| | I |---- } ---- | ! | | i ---- | | | | | ___--- |---- | ---- | |---- 1 ---- | -----| - | ----- | | ---- | ---- |----| I | ------------- | ---- | ----| |---- |---- | -----| | . 03001 I } 240G | 17. 8 | | INITIAL SUBAREA| 36. 00 | 1 I 5 | 59. 712. 401 . 7191102. 81 | | | ---- | ---- | ---- | 17. 81 ---- } ---- | | ---- I - 1 | 102. 31 . 00461D= 51. " } 8. 911300 2. 4 1n=. 0130 Dn= 3. 2 |------------- |---- | ---- |-- |---- |---- | |------ } I |---- | ---- |---- | I | | CONFLUENCE | TC#1= 21. 3 TC#2= 20. 2 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST } ANALYSIS | 0#1= 291. 0 0#2= 102. 8 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | } I CONFLUENCE | } FOR POINT# | I#1= 2. 15 I#2= 2. 22 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 390. 7 37. 00 | 01 = 390. 7 02 = 379. 2 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----| ---- | | } ----| ---- | | ---- | ---- } | | | | ---- | | | | } -------------| ---- | ---- | | ---- ! ---- | ----- | 390. 71 . 03001D= 60. " 125. 311300 | . 9 | |n=. 0130 Dn= 3. 7| | ---- | ---- | ----| | ---- | ---- | } | | ! ---- | ---- | ---- | | | | CONFLUENCE | TC#1= 22. 2 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST | ANALYSIS | 0#1= 390. 7 0#2= 0. 0 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE | | FOR POINT# | I#1= 2. 10 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I Q= 390. 7 | 41. 00| 01 = 390. 7 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- |---- | I | ---- } ----| ---- | | ----| ---- | ----- | | | | ---- | | | | | � ---- | ----| ) ---- | ---- | | i I | ----| ----| ---- | | ! 41. 069 | | | 240. 112. 101 I I 390. 71 | | | | | 22. 21 Stream Summary| ---- | ----| ---- | I ----| ---- | ----- | | | | ----| ----| ---- | | | | I | I | | | | | | | | | | } | | | i / I | | I I | | | | I | | --------- - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF( 1-AC) , 8=SF(2. 5-AC) , 9=UNDEV(POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* . /� � ~� ��`+� c�� y_� �� | �^~ {�_ , / /r-`°"~ / ~-' -'-' v��"'~~/ -' `` Si��/~� ��~'=`� ~�� | | | | STUDY NAME: � ^��r � � 1 -_-~ �� . �� | CALCULATED BY: ~-� -- ms� ��=~~v'-' , ~,^` -- =~._^ . .57"/EN 4V5/0Q-01 | I CHECKED BY: | �� | 25. 0 YEAR STORM 1-HOUR RAINFALL ( inch)= 1. 16; INTENSITY SLOPE = . 600 | PAGE NUMBER / OF �� | ) EADVANCED ENGINEERING SOFTWAR E] I | CONCENTRATION| SOILIDEV. | AREA | I IC | 0 | 0 ISLOPEISECTIONI V |PATH| T I Te I HYDRAULICS \ | POINT NUMBER | TYPE } TYPE ) (ACRES) 11n/h1 \ (SUB) | TOTAL | ft/ft | Ifps. | ft. | min. | min. | AND NOTES I } -------- i ---- | ---- | - | ---- | ---- | ----- | } ----- | |---- | ---- |---- | } ` | \ | ---- | ---- � | ---- / ---- i ----- | | | ---- ) ---- | ----| | | | ------------- | ----| ---- | -- | ---- 1 ---- | ----- 1 | . 01801 | | 1500112. 61 ! INITIAL SUBAREA| \ 24. 00 | 1 } 1 } 24. 112. 951 . 829 } 58. 81 I } ---- | ---- |---- | 12. 61 | � -------- | ---- | ---- | | ---- | ---- } ----- } 58. 8 } . 0311 | D= 30. " } 16. 1 | 4501 . 51 | n=. 0130 Dn= 1. 71 / 25. 00 | 1 | 5 } 53. 0 |2. 88 | . 741 } 113. 2 | | ) | ---- | ---- | ----| 13. 11 | | }---- � ---- } |---- | ---- \ 1 172. 0i . 0257 | D= 45. " 19. 41 3501 . 31 |n=. 0130 Dn= 2. 81 | 26. 00 | 1 2 | 22. 812. 841 . 806 | 52. 21 1 | - | ---- | ----| 13. 41 | | ------------- | ---- } ---- } I ---- I ---- | ----- | 224. 3 . 0313 ! D= 48. " 22. 31 8001 . 61 |n=. 0130 Dn= 3. 691 | 27. 00 | 1 | 4 | 32. 012. 771 . 771 | 68. 31 | | ---- | ---- | ---- | 14. @ | | | ------- } ---- | ---- | | ---- | ---- | ----- | 292. 61 . 0333iD= 51. " | 24. 1 | 1501 . 11 |n=. 0130 Dn= 3. 41 28. 60 | 1 | 5 i 43. 412. 761 . 736 | 88. 11 I I | ----| ---- | ---- | 14. 11 | � ------ | ---- | ---- | | ---- 1 ---- ( I 380. 71 . 0292 | D= 60. " | 24. 9 | 1300| . 91 |n=. 0130 Dn= 3. 61 30. 00 | 1 | 4 | 44. 812. 661 . 767 | 91. 51 1 | | ---- | ---- | ---- i 15. 01 I | 30. 00 | 1 ) 4 | 43. 412. 661 . 767 | 88. 61 - | ----- | ------- | ---- | ---- | ----| 15. 01 | | ---- | ---- } ---- } | ----| ---- ) I 560. 71 . 02541D= 69. " 25. 7 | 1300 | . 81 | n=. 01369 Dn= 4. 51 ------ | ---- | ---- } ------- | ---- | ---- i ----- | 560. 71 . 0011 |B= 6. 0} 6. 9 | 18@0| 4. 31 |n=. 0150 Dn= 5. 61 | | | | | I | | | | ! | I I | Z= 1. 5 Fr= . 651 38. 00 | 1 | 4 | 53. 112. 231 . 751 } 88. 8 | ------ | | | ---- | ---- | ----| 20. 11 | | | ---- ! ---- | | ---- | ---- | I 649. 61 . 00251B= 6. 0 9. 8 | 8001 1. 41 | n=. 0150 Dn= 4. 91 } | | | | I | | | ! | | I | 13= 1. 5 Fr= . 971 | | ---- | ---- } } ----| ---- } 1 I | | ---- | | | | CONFLUENCE | TC#1= 21. 5 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | | ANALYSIS | Q#1= 649. 6 Q#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I | CONFLUENCE | | FOR POINT# | I#1= 2. 14 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0= 649. 6 | | 39. 690| 01 = 649. 6 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- 1 | | | - | ---- | ---- | . 1 ---- | ---- | 1 | | ---- | | | | | | ---- | ---- | | ---- } ---- | ----- ) | | ---- | | | } - | ---- | ---- | | ---- | ---- l ----- I | . 02501 | | 2400118. 51 | INITIAL SUBAREA| | 31. 00 | 1 | 5 > 52. 312. 341 . 716 | 87. 81 | I | ---- | 18. 5 | | } ---- | ----| |---- ) ---- | I 87. 8 } . 2900 / D= 24. " 41. 4 | 2001 . 11 | n=. 60130 Dn= 1. 3} | 32. 00 | 1 I 5 | 50. 112. 341 . 715 ) 83. 81 } | i ----| ---- | ---- | 18. 5| | � | ---- | ---- | 1 ---- } ---- } I 171. 6 | . 0269 | D= 45. " | 19. 8| 1300| 1. 11 |n=. 0130 Dn= 2. 7| | | 1 | I } | | | | | | | | | | } | | | | | | 1 | I | | I I | | | | | | I I | 1 | 1 | | I 1 | | | | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * - ~- ^ ^ ",` 0-csc 'o =.-c^r` q=/ /mnFV(pOOR COV) . 10=UNDEV(FAIR COV) , 11=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* ` | | | � 0 0 0 | } | ! | | � | STUDY NAME: LAM5 ‘451 --.- /7- /N/ I CALCULATED BY: | / | | CHECKED BY: | | 25. 0 YEAR STORM 1-HOUR RAINFALL( inch) = 1. 16; INTENSITY SLOPE = . 600 | PAGE NUMBER 2 OF S | � [ADVANCED ENGINEERING SOFTWARE] ' | � CONCENTRATION | SOIL | DEV. / AREA \ I } C | Q | Q | SLOPE | SECTION | V iPATH | T | Tc | HYDRAULICS | POINT NUMBER | TYPEiTYPE| (ACRES) | in/h | I (SUB) 1 TOTALIft/ftl | fps. | ft. |min. | min. | AND NOTES | | - | ---- } ---- I | ---- | ---- I -----| ------| ----- | I ---- | ---- | ---- | [ | | ---- | ---- | } ---- | ---- | I I | - | ----| ---- | ---- | | CONFLUENCE i TC#1= 21. 5 TC#2= 19. 6 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST i ANALYSIS | 0#1= 649. 6 Q#2= 171. 6 0#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 | | | CONFLUENCE | | FOR POINT# | I#1= 2. 14 I#2= 2. 26 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0= 812. 2 | | 39. 690| 01 = 812. 2 02 = 765. 7 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- | | | | | ---- | ---- | | ---- | ---- } I I I / ---- | | | | | | 39. 00| 1 I 5 I 23. 912. 141 . 7031 36. 01 I I i ---- } ---- | ---- | 21. 51 | � ---- | ---- | ---- / |---- i---- ) ----- | 848. 21 . 0037 | B= 6. 0112. 2 } 800i 1. 11 | n=. 0150 Dn= 5. 11 } � | I I I | I } I I | | I | Z= 1. 5 Fr= 1. 191 40. 00 } 1 | 5 | 23. 912. 081 . 699| 34. 71 ----- | I ----} ---- |---- | 22. 61 | | ----| ---- | | ---- ) ---- | } 882. 9 | . 0117 | B= 6. 0 | 18. 9 | 1800 | 1. 61 | n=. 01569 Dn= 3. 91 } | } } I I | I | I I | | I | Z= 1. 5 Fr= 2. 061 } 41. 00 | 1 | 5 I 53. 112. 001 . 692 | 73. 41 / I | ----| ---- | ----| 24. 21 | - | ---- } ---- | |----I ---- i ----- } ------ } ----- | I ---- } ----|---- | I | | CONFLUENCE | TC#1= 24. 2 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST | ANALYSIS | 0#1= 956. 2 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I I CONFLUENCE | 1 FOR POINT# | I#1= 2. 00 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 956. 2 | } 41. 00 | 01 = 956. 2 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0i ---- |----| | | | | ---- | ---- | i ----i ---- i ----- | I I | ---- } | I I | | --- | ---- | ---- | |---- 1 ---- | I | ----- | | ---- | ---- |---- | I | | | | I i I } | 390. 71 I } | | I | Assumed Data | | 41. 00 | | I 240. 11 I | ( ------ | I | ---- | ----| ---- | 22. 11 | � | ---- | ----| | ---- | ---- | I I I | ---- | ----| ----| I � CONFLUENCE | TC#1= 24. 2 TC#2= 22. 1 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | | ANALYSIS | 0#1= 956. 2 0#2= 390. 7 0#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 | I I CONFLUENCE | | FOR POINT# | I#1= 2. 00 I#2= 2. 10 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I I 0=1327. 1 | | 41. 00 | 01 =1327. 1 02 =1267. 4 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ----| ---- | I -.- | ------ | �---| ---- | | ---- } ---- | I | I | ---- | | I | | | | ---- | ---- | } ---- | ---- | 11327. 1 . 0069 |B= 8. 0117. 011300| 1. 31 | n=. 0150 Dn= 5. 01 | | | I I I > I } I I I | I | Z= 1. 5 Fr= 1. 631 | 42. 00 | 1 | 5 I 38. 811. 931 . 687i 51. 61 | I | ---- | ----| ----| 25. 41 I } | ---- | ---- | |---- | ---- |----- | 1378. 7 } . @115 | B= 8. 0120. 711300| 1. 01 1n=. 0150 Dn= 4. 51 | | I | | I | I | I I I | | | Z= 1. 5 Fr= 2. 071 | 43. 00 | 1 | 5 | 38. 811. 891 . 683 } 50. 11 | I | ---- | ----|----| 26. 51 | i | | | 1 | | | | | | | | | I | } ---- | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF( 1-AC) 8=SF (2 5-AC) 9=UNDEV(POOR COV) 10=UNDEV(FAIR COV) 11=UNDEV(GOOD COV) 0 5=SPECIFIED COEFFICIENT* � H-� / r ef ^~‘ �- ~- ^ n = � S' H p<A, m, ) } | | | � | STUDY NAME: 1: -:65 / ----~ r�- �� 4�� I CALCULATED BY: | ' ^ | CHECKED BY: 25. 0 YEAR STORM 1-HOUR RAINFALL (inch)= 1. 16; INTENSITY SLOPE = . 600 I PAGE NUMBER .3 OF ~� | [ADVANCED ENGINEERING S O F T W A R E] | |CONCENTRATION | SOIL | DEV. | AREA | I | C | Q ! Q | SLOPE| SECTION| V |PATH| T | Tc | HYDRAULICS ` | � POINT NUMBER | TYPE | TYPE | (ACRES) | in/h | | (SUB) | TOTAL | ft/ft | | fps. | ft. | min. | min. | AND NOTES | | ---- | ---- | | ---- |----| | ------ | ----- | -- | ---- | ---- | ----| I | ---- | ---- | | ---- | ---- | 11428. 81 . 0131 |B= 8. 0122. 0113001 1. 01 | n=. 0150 Dn= 4. 41 | | | | I | | I | i 1 | | | | Z= 1. 5 Fr= 2. 221 | 44. 00 | 1 I 5 I 38. 811. 851 . 6801 48. 71 | | | ---- } ----| ---- | 27. 51 I | - | ---- | ---- | | ---- |----| ----- | ------ } ----- | i ---- | ----|----| | | i CONFLUENCE } TC#1= 27. 5 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | } ANALYSIS | 0#1=1477. 5 Q#2= 0. 0 Q#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE I � FOR POINT# | I#1= 1. 85 I#2= 0. 069 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0=1477. 5 | � 44. 00 | 01 =1477. 5 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ---- 1 | | } ---- | ---- | } ---- | ---- | | | | I I | | | | | ----| ---- | | ---- } ----} ----- | - 1 I | ---- | ---- | ----| | | | ---- | ---- | | ---- | ----| | 1 . 02591 | | 4400119. 21 | INITIAL SUBAREA! 19. 00 | 1 I 2 | 61. 0 |2. 29 | . 795 } 111. 0i i ----- 1 | ---- | ---- | ---- | 19. 21 . | | ---- | ---- | | ---- | ---- | ----- I 111. 691 . 0225 | D= 39. " 116. 5 | 8001 . 81 | n=. 0130 Dn= 2. 51 21. 00 } 1 I 9 | 58. 812. 231 . 568 74. 71 ------ 1 ----- 1 - | ---- | ---- | ----| 20. 0| | 21. 00 | 1 I 5 | 50. 712. 231 . 7699 | 80. 31 - i | | ---- | ---- | ----| 20. 01 | | ---- | ---- | |---- |---- | | 266. 01 . 0215ID= 54. " |20. 1 | 1300i 1. 11 |n=. 0130 Dn= 3. 51 23. 00 | 1 I 6 | 41. 312. 161 . 676| 60. 41 | ----- ) ------- | ---- | ----| ---- | 21. 11 | | 23. 00| 1 I 9 | 58. 312. 161 . 559 | 70. 61------ 1----- 1 - 1 ---- |---- }---- | 21. 11 | | | ---- | ---- | | ---- i ---- | I 397. 01 . 01921D= 63. " | 21. 1 } 1300| 1. 01 | n=. 0130 Dn= 4. 31 | ---- | ---- | | ---- | ---- | ----- 1 ------ |----- | | ---- | ---- | ---- | | | | CONFLUENCE | TC#1= 27. 5 TC#2= 22. 1 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST | | ANALYSIS | 0#1=1477. 5 0#2= 397. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE I ! FOR POINT# ! I#1= 1. 85 I#2= 2. 10 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I Q=1826. 2 | 44. 00 | 01 =1826. 2 02 =1587. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- 1 | | | | ---- | ----| | ---- 1 ---- | I ! | | ---- | | | | | � | ---- | ---- | | ---- \ ---- |----- 11826. 2 | . 0177 |B= 8. 0129. 2113001 . 71 |n=. 0130 Dn= 4. 31 | | | | | } } I } | | | | | | Z= 1. 5 Fr= 2. 981 45. 00 | 1 I 5 | 86. 5 | 1. 82 \ . 677 106. 51 - ) ----- | -------| ---- | ---- |---- | 28. 21 | | - --- | ----i | ---- | ---- | -----} 1932. 7 | . 0165 | B= 8. 0126. 0123001 1. 51 | n=. 0150 Dn= 4. 91 } | | | | } | 1 | | / | | | | Z= 1. 5 Fr= 2. 521 46. 00 | 1 I 5 | 60. 7 | 1. 76 } . 672 | 71. 91 - I I | ---- | ----| ---- | 29. 71 | } | ---- i ---- } } ---- | ---- } 12004. 61 . 0015 | B= 10. 0110. 81 1001 . 21 | n=. 0150 Dn= 8. 31 I | | | i | | | I | | | |Z= 1. 5 Fr= . 821 | | | | | | | | } | | | | | | | i \ | | | | | | | | | | | | | | } - | ' *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF( 1-AC) , 8=SF(2. 5-AC) , 9=UNDEV(POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* - ' 0 � v � af i~ ' ' « � � ~ -~ er7-64%4 ~ (-6 | | | } | ' | STUDY NAME: ^^ �� \ / �� I CALCULATED BY: | L. '~~ �~ ----~ lr'«��v-�~�p,w�� , ~/"�~~ � ^ ~~x~w= � - - -~ I CHECKED BY: | | 100. 0 YEAR STORM 1-HOUR RAINFALL (inch) = 1. 45; INTENSITY SLOPE = . 600 | PAGE NUMBER / OF 57 I | [ADVANCED ENGINEERING SOFTWARE] | |CONCENTRATION | SOIL | DEV. | AREA | I | C | Q | Q | SLOPEiSECTION| V | PATH| T | Tc | HYDRAULICS I | POINT NUMBER | TYPE| TYPE | <ACRES) | in/h | l(SUB)1 TOTAL | ft/ft | | fps. | ft. | min. | min. | AND NOTES | | ---- | ---- ! -- 1---- I ---- 1 ----- i } 1 1 ---- | ----|----| |- ! | ---- | ---- | | ---- | ---- | | 1 | | ----| ----| ----| I | | ---- | ---- | | ---- 1 ---- } ----- } 1 . 02671 I 12640117. 31 | INITIAL SUBAREA| | 101. 20 | 1 | 4 | 20. 013. 061 . 7781 47. 51 ------1 -----| | ---- | ---- | ----| 17. 31 | 1 } ---- | ---- | | ---- 1 ---- i ----- | 47. 51 . 00211D= 45. " | 5. 51 3301 1. 01 | n=. 0130 Dn= 2. 71 | 101. 20 | 1 I 4 | 20. 012. 951 . 7751 45. 8 | ------ | } 1 ---- | ---- | ---- | 18. 31 | | ---- | | ---- \ ---- | | 93. 41 . 0023| D= 57. " | 6. 71 6601 1. 61 | n=. 0130 Dn= 3. 51 | 101. 00 | 1 I 4 | 40. 012. 811 . 7721 86. 6 } ------ | | |---- | ---- |---- | 20. 01 | |------ | ---- | ---- | | ---- } ---- | ! 180. 01 . 02311D= 48. " ) 19. 0126401 2. 31 | n=. 0130 Dn= 2. 81 | | ---- | ---- } | ---- | ---- | } 180. 01 . 00151B= 6. 01 5. 8126401 7. 51 | n=. 0150 Dn= 3. 01 | | | | | I | | | | | | | I | Z= 1. 5 Fr= . 721 | 102. 00 | 1 | 2 � 80. 012. 211 . 7931140. 01 -| | | ---- | ---- | ----| 29. 81 | | | ---- | ---- | | ---- | ---- | I 320. 01 . 00081B= 6. 01 5. 3126401 8. 41 | n=. 0150 Dn= 4. 71 | | | | I 1 | | | | I | | I 13= 1. 5 Fr= . 531 104. 00 | 1 | 4 | 80. 0 | 1. 90| . 734} 111. 8i i I | ---- } ---- | ---- | 38. 21 } � | ---- | ---- | | ---- I ---- ! | 431. 81 . 0030 | B= 6. 01 9. 5126401 4. 61 | n=. 01569 Dn= 3. 91 } | | | I | } } } | | | I | | Z= 1. 5 Fr= 1. 041 105. 00 | 1 | 4 | 80. 011. 781 . 7261103. 21 } | } ---- | ---- |---- | 42. 81 | � | ---- | ---- | | ----| ---- i ----- | 534. 91 . 0054 | B= 6. 69112. 3113001 1. 81 | n=. 0150 Dn= 3. 71 | | | | | | i I I I ! | I I | Z= 1. 5 Fr= 1. 371 108. 690 | 1 | 5 | 80. 011. 731 . 6691 92. 71 ------ I----- 1 | ---- |---- |---- | 44. 51 | | | ---- | ---- ) I ---- | ----I | ------ ) } ) ----| ----| ----| I I | CONFLUENCE | TC#1= 44. 5 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST I | ANALYSIS | Q#1= 627. 6 Q#2= 0. 0 Q#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 | I | CONFLUENCE | � FOR POINT# | I#1= 1. 73 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | Q= 627. 6 I 108. 00 | 01 = 627. 6 02 = 0. 0 03 = 0. 0 Q4 = 0. 0 05 = 0. 01 ---- | ---- | | | | | ---- \ ---- | ------- / -| ----- | ------ 1 -----| - i ---- | } I | | } | ---- | ---- | | ---- � ---- | ----- | / ----- | | ---- ! ---- | ---- } | ' | } ------------- | ---- } ---- | -- } ---- > ---- | ----- | 1 . 02441 | 12900120. 01 ! INITIAL SUBAREA| / 103. 00 | 1 ! 5 | 80. 0| 2. 80 \ . 738 | 165. 3 | I | | ---- \ ---- | ----| 20. 01 I i ------------- | ---- |---- } -- | ---- |---- !----- | 165. 31 . 0076 | D= 54. " 112. 0113201 1. 81 |n=. 0130 Dn= 3. 71 | 106. 00 | 1 } 5 | 80. 012. 66 . 7321155. 61 I ! 1 ---- } ---- | ----| 21. 91 | � --- } ---- | ---- | ------- i ---- | ---- | ----- | 320. 91 . 0077 |D= 69. " | 14. 2113001 1. 51 !n=. 0130 Dn= 4. 71 | 107. 001 1 i 5 | 80. 0 | 2. 55 | . 727| 148. 4| } | 1 ---- | ---- | ----| 23. 41 | | ------ | ---- | ---- |------- | ---- | ---- | ----- } 469. 31 . 0242 | D= 66. " | 24. 3126001 1. 81 |n=. 0130 Dn= 4. 21 | | | } | ) | } | | | i | I I I } -------- ------ - - ------ - ----- | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF ( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV (POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* � � �_� C } | } --- - | STUDY NAM �E: m�� '6 ' ___. �� . I CALCULATED BY: ��Ai 445-46 | ' | CHECKED BY: | ! 100. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 45; INTENSITY SLOPE = . 600 I PAGE NUMBER 2 OF 5 | | --- [A D V A N C E D ENGINEERING SOFTWPREJ - | | CONCENTRATION | SOIL | DEV. | AREA i I | C } Q | Q |SLOPE | SECTION } V |PATH| T | Tc | HYDRAULICS | | POINT NUMBER | TYPE | TYPE \ (ACRES) ) in/h | l (SUB) 1 TOTALift/ft | ) fps. 1 ft. | min. | min. | AND NOTES | -------- | ---- | ---- I } ---- } ---- | | | ----- | | ----| , | | - } ---- 1 ---- | ) ---- } ---- 1 I | | | ---- 1 ----| ----| | | | CONFLUENCE | TC#1= 44. 5 TC#2= 25. 2 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | ANALYSIS | Q#1= 627. 6 0#2= 469. 3 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE i FOR POINT# | I#1= 1. 73 I#2= 2. 44 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | Q= 960. 8 i 108. 0001 = 960. 8 02 = 823. 9 03 = 0. 0 04 = 0. 0 05 = 0. 0i ---- } ---- | | | ----- -- } ---- | ----| | ---- | ---- } ----- ! | | ------- | ---- | | | | | -------- | ---- | ---- | 1---- ) ---- | I 960. 8 | . 0062iB= 6. 0115. 211300 | 1. 4 | | n=. 0150 Dn= 4. 81 } | | } | | | } | I 1 | | | Z= 1. 5 Fr= 1. 521 109. 00 } 1 | 5 I 80. 011. 701 . 6651 90. 51 | I | ---- 1 ---- | ---- | 46. 01 | -------------| ---- | ---- | ------- 1---- 1 ---- > ----- ) 1051. 3 } . 0092 | B= 6. 0118. 011300} 1. 2i | n=. 0150 Dn= 4. 51 | | | | ) 1 1 1 | i 1 | | | | Z= 1. 5 Fr= 1. 841 112. 00 | 1 | 5 I 80. 011. 681 . 6621 88. 71 \ | ---- | ----|----| 47. 21 | | - | ---- | ----! 1 ---- | ---- | l } ------- } ----| ---- | ----| I | l CONFLUENCE TC#1= 47. 2 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | | ANALYSIS | 0#1=1140. 1 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE } i FOR POINT# | I#1= 1. 68 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0=1140. 1 | | 112. 0001 =1140. 1 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ----| | | ' | } ---- | ---- | - | ---- | ---- | 1 ------ I I | ---- | | | I | | -- - ) ---- | ----| i ---- | ---- | I I | - | ----| ---- | ----| I | � - | ---- | -| ---- | ---- | ----- | 1 . 02591 I |2700 | 19. 2| IINITIAL SUBAREA| � 110. 10 | 1 1 5 | 40. 012. 871 . 7401 85. 01 | i | ---- | ---- | ---- | 19. 21 | | ------- | ---- | | ---- I ---- | ----- i 85. 01 . 00771D= 42. " ) 10. 2 ) 650 | 1. 1 | |n=. 0130 Dn= 2. 8| | 110. 001 1 I 5 | 40. 012. 781 . 7371 81. 91 | | - I ----| ----| ---- | 20. 31 | } ------------- | ---- } ---- | ------- | ---- | ---- | ----- 1 167. 01 . 0100ID= 54. " 113. 611300 } 1. 6 | |n=. 0130 Dn= 3. 2| � 111. 001 1 | 5 | 80. 0| 2. 661 . 732 | 155. 5 | ------ \ | )---- (---- |----| 21. 91 | ------ } ---- | ---- } ------- } ---- | ---- } ----- | 322. 41 . 02271D= 57. " 121. 412600 | 2. 0| | n=. 0130 Dn= 3. 8| � - ------- ! ---- | ! ---- 1 ---- ) ----- ! 1 | 1 ----| ---- | ----| | | CONFLUENCE | TC#1= 47. 2 TC#2= 23. 9 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 \ | | LARGEST | � ANALYSIS } 0#1=1140. 1 0#2= 322. 4 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | ! I CONFLUENCE | | FOR POINT# | I#1= 1. 68 I#2= 2. 52 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0=1354. 5 | | 112. 00 | 01 =1354. 5 02 = 900. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01---- | ---- | I ' | } ----- } - --- i ---- | -- } ---- | ---- | I | ----- | ------- | ---- | | | I | i - � ---- | ----| | ---- 1 ---- | 11354. 51 . 0100lB= 6. 0119. 811300 | 1. 1 | | n=. 0150 Dn= 5. 01 � | ! I I I I i I I I | | | | Z= 1. 5 Fr= 1. 941 | 113. 001 1 I 5 | 80. 011. 651 . 6601 87. 21 } I | ---- | ---- | ---- | 48. 31 | | ---------- - - - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=8F ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A72=B, 3=C, 4=D, * *7=qF( 1 -AC) . 8=SF (2. 5-AC) , 9=UNDEV(POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* _ . 0 o �� / ~~- �� | | / - | | STUDY NAME: � �� ^ ��^�� } CALCULATED BY: | ' �� ~ � ----- ^� | CHECKED BY: | � 100. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 45; INTENSITY SLOPE = . 600 } PAGE NUMBER 4 OF S ! [ADVANCED ENGINEERING SOFTWAR E] . | ! CONCENTRATIONISOIL | DEV. | AREA | I | C i Q / Q |SLOPE | SECTION | V | PATH| T | Tc I HYDRAULICS | | POINT NUMBER | TYPE | TYPE | (ACRES) | in/h | } (SUB) | TOTAL | ft/ft | | fps. | ft. | min. | min. | AND NOTES | } ------ | ---- } ---- | | ---- | ---- | ----- | ------ 1 | | ---- } ---- | ---- | | | } -- \ ---- | ---- | } ---- | ---- ) -----| 1441. 7 } . 0115 | B= 6. 0121. 3113001 1. 0| | n=. 0150 Dn= 5. 0 | ) | | | | 1 I 1 | | I I | | Z= 1. 5 Fr= 2. 09 | 116. 00 1 | 5 | 80. 011. 631 . 6571 85. 81 1 I } ----| ---- | ----| 49. 31 | - } ---- | --l---- }---- /----- 1 ------ 1----- | ------- }---- |---- } ---- | | | | CONFLUENCE | TC#1= 49. 3 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | I LARGEST | ANALYSIS 0#1=1527. 4 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I | | CONFLUENCE | | FOR POINT# | I#1= 1. 63 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I Q=1527. 4 | 116. 00 | 01 =1527. 4 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0| ----! ----| I | | ------ � ---- i ----| | ---- i - | I | | ---- | I | | � ------------- ) ---- | | ---- | ---- | ----- | ------ | ----- I | ----| ---- | ---- | | | | ------------- ! ---- | ----1 | ---- | ---- | ----- | 1 . 02631 } 12700119. 2| | INITIAL SUBAREA | } 114. 10 | 1 | 5 | 40. 012. 881 . 741i 85. 21 ------ 1 ----- | - } ---- | ---- | ---- | 19. 21 | ---- ! ---- } - \---- | - I 85. 21 . 01081D= 42. " | 11. 8 | 6501 . 9| |n=. 0130 Dn= 2.4 | 114. 00 | 1 I 5 | 40. 012. 801 . 738 82. 51 ------ ) ----- } -- }---- |---- |---- | 20. 11 | | - | ---- | ---- | i ---- | ---- | } 167. 71 . 01381D= 51. " | 15. 4 ) 1300 | 1. 4 } | n=. 0130 Dn= 3. 1 | 115. 00 } 1 } 5 80. 012. 68 | . 733 | 157. 4 |------ | ----- | - } ---- 1---- | ----| 21. 51 | ! � ---- | ---- } ---- | -- | ---- | ----| ----- I 325. 11 . 0212| D= 60. " 121. 212600 | 2. 0| | n=. 0130 Dn= 3. 6 | | ------------- | ---- | ---- 1 -- | ---- | ---- \ ----- I ------ | | ------- | ---- 1 ---- i ---- | | | } CONFLUENCE | TC#1= 49. 3 TC#2= 23. 5 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST | ANALYSIS } 0#1=1527. 4 0#2= 325. 1 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I | i CONFLUENCE | | FOR POINT# \ I41= 1. 63 I#2= 2. 54 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0=1736. 1 | \ 116. 00 | 01 =1736. 1 02 =1054. 4 03 = 0. 0 04 = 0. 0 05 = 0. 0| ---- | ---- | | | ---- |---- | ---- I |---- | ---- | | } 1 | ---- | | | I |------------- | ---- | ---- |------- | ---- }---- |----- | 1736. 1 | . 0123 ! B= 8. 0 |22. 7 | 1300 | 1. 0| |n=. 0150 Dn= 5. 0| | | i | | } | } \ I I I | | Z= 1. 5 Fr= 2. 19 | | 117. 00 | 1 I 5 I 80. 011. 611 . 6551 84. 5 } ------ } | -- | ---- } ---- | ----} 50. 21 | | -------- | ----| ---- \ 1 ---- | ---- \ ----- ! 1820. 6 | . 0123 | B= 8. 0 ) 23. 0 | 1300 | . 9 | | n=. 0150 Dn= 5. 1 | } | | I | | } I | | 1 } | | | Z= 1. 5 Fr= 2. 19| | 120. 00 | 1 I 5 I 80. 011. 601 . 6531 83. 31 I | | - | ----| 51. 21 | | ------ | ---- 1 ---- | } ---- | ---- | ----- | ------ | | - | ---- | ---- | ---- | I | } CONFLUENCE | TC#1= 51. 2 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | � ANALYSIS | 0#1=1903. 9 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE | | FOR POINT# } I#1= 1. 60 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | 1 0=1903. 9 | | 120. 00 | 01 =1903. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0|---- |---- | I | � | ---- | ---- i | ---- | ---- | \ 1 | | ---- | I | I | | -------- - - - - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=BF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV (POOR COV) , 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* / \ 4�� ) | � 0��~� 11) | / ~~� . | , | - | STUDY NAME: L^°te. ' .. /____ z1, ^ | CALCULATED BY: C | / CHECKED BY: | | 100. 0 YEAR STORM 1-HOUR RAINFALL (inch)= 1. 45; INTENSITY SLOPE = . 600 | PAGE NUMBER 4 OF 5 I [ADVANCED ENGINEERING SOFTWARE] | ' | CONCENTRATION | SOIL | DEV. ) AREA ! I 1 C | Q | 0 ISLOPE | SECTION | V |PATH| T ! Tc | HYDRAULICS | | POINT NUMBER ! TYPE ! TYPE | (ACRES) 1in/h1 I (SUB) 1 TOTALIft/ftl | fps. | ft. } min. | min. | AND NOTES | | - - | ---- | ---- | ------- | ---- | ---- } ----- | | -----| i ---- | ---- | ----I | ` | | - ) ---- ) ---- | | ---- | ---- 1 ----- 1 ------ | | } ----|---- } ---- | | ! | ------------- | ---- | ---- | ------- } ---- � ---- } ----- } 1 . 02441 1 127061119. 41 IINITIAL SUBAREA' | 118. 101 1 I 5 | 40. 012. 851 . 7401 84. 31 ------ 1 ----- 1 - } ---- } - - | 19. 41 | | ------ - } ---- } ---- } ------- 1 ---- | ---- | ----- | 84. 31 . 01231D= 39. " 112. 2i 650| . 91 | n=. 0130 Dn= 2. 51 } 118. 001 1 | 5 | 40. 012. 781 . 7371 81. 81 - | ----- | 1 ---- | ---- i ---- | 20. 31 | | ------------- } ---- ) ---- | -- | ---- \ ---- } ----- i 166. 11 . 01311D= 51. " \ 15. 0 | 1300| 1. 41 |n=. 0130 Dn= 3. 11 � 119. 001 1 I 5 I 80. 0 | 2. 66 \ . 732 | 156. 0 } ------ 1 1 | ---- | ---- | ---- | 21. 81 | ------------- 1 ---- 1 ---- 1------- 1 ---- 1 ---- 1 ----- I 322. 1 \ . 0200 } D= 60. " 120. 712600 2. 1 | |n=. 0130 Dn= 3. 71 | ------------- | ---- I ---- 1 | ---- ) ---- 1 | ------ } ----- | | ---- | ----| ----| I I � CONFLUENCE | TC#1= 51. 2 TC#2= 23. 9 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | LARGEST | | ANALYSIS | 0#1=1903. 9 0#2= 322. 1 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE I | FOR POINT# } I#1= 1. 60 I#2= 2. 52 I#3= 0. 00 I#4= 0. 00 I#5= 0. 6901 | | I Q=2107. 7 } | 120. 00 | 01 =2107. 7 02 =12169. 1 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----| ----| I | � ------------- \ ---- 1 ---- }------- 1 ---- 1 ---- } ----- 1 ------ 1 ----- 1 | ---- i | | I | ) --- | ---- | ---- | | ---- | ---- | 12107. 71 . 0108 | B= 8. 0122. 711300 | 1. 0 | | n=. 0150 Dn= 5. 61 | | ! | | | } | | | | | ) | | I= 1. 5 Fr= 2. 071 � 121. 00 | 1 I 1 } 80. 0 | 1. 58) . 810 | 102. 2 | 1 1 ) ---- | ----| ----| 52. 11 | | ---- --- � ---- i ---- | -- }---- ) ---- |----- !2209. 9 } . 0092 } B= 8. 0121. 811300 | 1. 0| |n=. 0150 Dr= 6. 01 ! | | | | 1 | 1 1 I i i | | | Z= 1. 5 Fr= 1. 941 | 122. 00 | 1 I 1 | 73. 511. 561 . 810 | 92. 81 ------ | ----- 1 i ---- | ---- } ---- } 53. 11 | | - | ---- | ---- i------- 1---- | ---- � ----- }2302. 7| . 0088| B= 8. 0 | 21. 6| 1��50| 1. 0| ' | n=. 0150 Dn= 6. 21 | } | | I | } | | | | 1 | } iZ= 1. 5 Fr= 1. 901 } 124. 00 } 1 I 5 | 52. 811. 541 . 646i 52. 61 ------ i | } ---- 1 54. 1 | | | ----- | ---- | ---- |------- | ---- | ---- } ----- } ------ | } | ---- |---- |---- | | | | CONFLUENCE | TC#1= 54. 1 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | � ANALYSIS | 0#1=2355' 4 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 691 | | | CONFLUENCE | | FOR POINT# | I#1= 1. 54 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0=2355. 4 | | 124. 00 | 01 =2355. 4 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01---- 1---- | | | | � ---- | ---- i |---- i ---- 1 | | 1 i ---- | | | | | | -- � ----1 ---- | ------- | ---- 1 ---- 1 ----- 1 | | | ---- | ---- | ----| | | | ------------- \ ---- i - |---- } 1 1 . 02291 | 13500121. 91 | INITIAL SUBAREA ! | 123.00 } 1 | 5 | 60. 6 |2. 66 | . 732 | 117. 8} 1 I |----) ---- | ---- | 21. 91 I | - | ---- | ----} }---- | ----} 1 117. 81 . 01941B= 2. 0114. 0132001 3. 81 | n=. 0150 Dn= 1. 81 | | | | | | | | | | 1 > | | | Z= 1. 5 Fr= 2. 301 | | i | | | 1 i | | | | I | | | | - --- - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * '- ~- ^ ^ ",` "-tzc 'o =:-orl p=/itUnPu(pOOR COV) ' 10=UNDEV(FAIR COV) . 11=UNDEV(8OOD COV) 0. 5=SPECIFIED COEFFICIENT* | | ) H�(=� �� {��-�-~ "*�~ .� ,- | | / | | , , STUDY NAME: LiNEAve . ././ I CALCULATED BY: S | � � i CHECKED BY: | � | 100. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 45; INTENSITY SLOPE = . 600 } PAGE NUMBER �� =OF �- | � � } [ADVANCED ENGINEERING S O F T W A R E] ' !CONCENTRATION | SOIL | DEV. | AREA | I | C | Q | Q } SLOPE|SECTION } V | PATH| T | Tc | HYDRAULICS | POINT NUMBER | TYPE | TYPE| CACRES) | in/h | I (SUB) 1 TOTAL } ft/ft | | fps. | ft. | min. | min. | AND NOTES | � ------ \ ---- | ---- | | ---- ! ---- | ----- | | | | ---- |---- |---- } | ` | � | | ---- | ---- | | ---- } ---- 1 ----- | ------ 1 I / ---- | ---- | ---- | | | | CONFLUENCE | TC#1= 54. 1 TC#2= 25. 7 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | ANALYSIS Q#1=2355. 4 0#2= 117. 8 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE | } FOR POINT# | I#1= 1. 54 I#2= 2. 41 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 i | | 0=2430. 7 | | 124. 0001 =2430. 7 02 =1236. 1 03 = 0. 0 04 = 0. 0 05 = 0' 0} ---- | ----! | | | -------- } ---- | ---- ) | ---- 1 ---- | ----- i | I | ---- | | | | | � � ---- 1 ---- 1 -------1 ---- 1 ---- 1----- 12430. 71 . 0164 | B= 10. 69127. 314500| 2. 71 |n=. 0150 Dn= 5. 1 | ! | I | | 1 | | | ! I | | | | Z= 1. 5 Fr= 2. 56| | | ---- | ----| | ---- i ---- } | - i I 1 ----| ----( ----| | | | CONFLUENCE | TC#1= 56. 8 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST | | ANALYSIS | 0#1=2430. 7 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I | CONFLUENCE | � FOR POINT# | I#1= 1. 50 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0=2430. 7 127. 00 | 01 =2430. 7 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0| ----| ----| | | | ---- | ---- | | ---- 1 ---- } 1 | / } ---- | | | | | | } ---- | ---- | 1 ---- | ---- } ----- } | i 1 ----| ---- | ----| | | -------- | ---- } ---- | 1 ---- | ---- | ----- | 1 . 02041 } } 2700 | 20. 2 | | INITIAL SUBAREA| 125. 10 | 1 I 5 | 40. 012. 791 . 7371 82. 21 i ) | ---- |---- | ---- i 20. 2 / | -------- | ---- | ---- } -- / ---- 1 ---- | ----- } 82. 21 . 00621D= 45. " | 9. 51 650 } 1. 11 |n=. 0130 Dn= 2. 8| 125. 00 | 1 I 5 40. 012. 701 . 7331 79. 21 | | 1 ---- | ----|----| 21. 3| | � | -------- | ---- | ---- | ------- | ---- | ---- | 1 161. 41 . 0054ID= 57. " 110. 511300 | 2. 11 |n=. 0130 Dn= 3. 9| } 126. 00 | 1 I 5 | 70. 1 | 2. 551 . 727 | 130. 01 -1 | | ---- | ---- | ---- | 23. 4 | | | ------------- } ---- } ---- | |---- | ---- |----- } 291. 41 . 0090ID= 66. " / 14. 912100 | 2. 41 |n=. 0130 Dn= 4. 2 | 127. 00 ! 1 I 5 50. 512. 411 . 7191 87. 51 i | | ---- | ----| ---- | 25. 7 | | 1 - | ---- | ---- | | ---- i ---- | ----- | ------ } 1 | ---- | ---- | ----| | | | CONFLUENCE | TC#1= 56. 8 TC#2= 25. 7 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | 1 | LARGEST | \ ANALYSIS | 0#1=2430. 7 0#2= 379. 0 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 ! | | CONFLUENCE | } FOR POINT# | I#1= 1. 50 I#2= 2. 41 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | i 0=2666. 3 | 127. 00 | 01 =2666. 3 02 =1479. 5 03 = 0. 0 04 = 0. 0 05 = 0. 0| ---- |---- | | | | | ---- | ----| | ---- | ---- | ----- | i 1 ! ---- | | | | | } | ----| ---- | | ---- | ---- } 1 ------ | | | ---- | ---- | ---- i | | } 127. 00 | | | 2067. 512. 411 1 12666. 31 | | i | I 56. 8| Stream Summary | | ------ /---- | ---- | }---- |---- | ----- |------ | i |---- |---- |---- | | | | i | | } | ) | | | | | | | | | } | | | | } | } | | | | | I | | } | i | | | | } | | | | | | | | � --------------- | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF( 1/4-AC) , 6=SF( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF( 1-AC) . 8=SF (2. 5-AC) , 9=UNDEV (POOR COV) " 10=UNDEV(FAIR COV) , 1 1=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* (v~=) /� � �n� �� FoN ~ ' ^ � / - � ~ « ~ ~ " Pai' '�� A_1 } | | | | STLINE LID Y NAME LINE ‘ /C) .---- � �� u� � p. /N | CALCULATED BY: -- I CHECKED BY: | | 25. 0 YEAR STORM 1-HOUR RAINFALL( inch) = 1. 21 ; INTENSITY SLOPE = . 600 I PAGE NUMBER / OF c [ADVANCED ENGINEERING SOFTWAR E] | CONCENTRATION } SOILIDEV. | AREA | I | C 1 Q | Q ISLOPE | SECTION } V |PATH| T | Tc | HYDRAULICS ` | } POINT NUMBER | TYPE | TYPE | (ACRES) | in/h } 1 (SUB) | TOTAL \ ft/ft | | fps. | ft. |min. | min. | AND NOTES | | � ---- 1 ---- 1------- 1 ---- 1 ---- 1 ----- 1 ------ ) ----- 1 -- | ---- 1 ---- | ---- | IS | | -- | ---- 1 ---- | | ---- I ---- | | - | | 1 ---- } ---- | ----! | � -- � ---- i ---- i |---- | ---- } ----- | . 01971 } 12900120. 91 ! INITIAL SUBAREA| 200. 00 | 1 1 5 I 80. 0 | 2. 27 | . 711 | 129. 1 |------ | I | ---- } ---- |---- | 20. 91 | | -- � ---- 1 ---- 1------- 1 ---- 1 ---- | ----- 1 129. 1 } . 0031 | D= 60. " 1 8. 111300 | 2. 71 | n=. 0130 Dn= 3. 8| / 203. 00 | 1 | 5 I 80. 0 \2. 11 | . 701 | 118. 4 | | | ---- | ---- |---- | 23. 61 { ------ | ---- | ---- I ) ---- } ---- | -----| i ----- i | ---- | ----|----| | | | CONFLUENCE | TC#1= 23. 6 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I I LARGEST | ANALYSIS | 0#1= 247. 5 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 } I I CONFLUENCE | � FOR POINT# | I#1= 2. 11 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 } | I 0= 247. 5 | | 203. 00 | 01 = 247. 5 Q2 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0i ----\ ----| | | } ---- 1 ---- ) | ---- | ---- } ----- | } | | ---- 1 | | | � | | ---- } ---- | | ---- } ---- | ----- \ - | ------- 1 ---- | ---- } ---- | | | ---- } 1 ---- | ---- | | | . 02371 | 12700 | 19. 6 | | INITIAL SUBAREA | � 201. 10 ( 1 I 5 | 40. 012. 361 . 7171 67. 7 |------ | ----- | | ---- !---- |---- | 19. 61 - | | ---- 1 ----| } ---- | ---- | | 67. 7 | . 0015 |D= 54. " I 5. 31 650| 2. 01 |n=. 0130 Dn= 3. 3 | \ 201. 00 ! 1 | 5 40. 012. 221 . 7091 63. 11 - } ----- | } ---- |---- |---- | 21. 61 | | ---- | ---- | i ---- } ---- I I 130. 7 } . 0031 |D= 60. " 1 8. 111300 | 2. 71 |n=. 0130 Dn= 3. 8 } | 202. 00 | 1 I 5 | 80. 0 |2. 08 } . 698| 115. 91 - | ----- | -- } ----| ---- | ----| 24. 31 | ---- | ----| | ---- } ---- i | 246. 7 | . 0212ID= 54. " 119. 812600 | 2. 21 |n=. 0130 Dn= 3. 3 | > ------ | ---- 1 ----| ------- 1 ---- 1 ---- I ----- i 1 ------- 1 ---- 1 ----| ---- 1 | | | CONFLUENCE } TC#1= 23. 6 TC#2= 26. 4 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I I LARGEST | 1 ANALYSIS | 0#1= 247. 5 0#2= 246. 7 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I | CONFLUENCE | | FOR POINT# | I#1= 2. 11 I#2= 1. 97 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I I Q= 477. 7 | } 203. 00 | 01 = 467. 4 02 = 477. 7 03 = 0. 0 04 = 0. 0 05 = 0. 0i ---- | ---- | | 1 --- i ---- | ---- | |---- 1---- 1 | ) ----- | ------- 1 ---- | | I } } -------- | ---- | ---- } 1 ---- | ---- I -----1 477. 71 . 0038 |D= 93. " | 12. 211300 | 1. 81 |n=. 0130 Dn= 6. 0| | 204. 00 | 1 | 5 | 80. 0| 1. 89 | . 684 | 103. 7 / ------ 1 ----- 1 | ---- ) ---- | ---- | 28. 21 | | - | ---- | ---- | | ----i ---- | I 581. 41 . 0062 | D= 90. " 115. 211300 | 1. 41 | n=. 0130 Dn= 6. 1 | | 207. 00 | 1 I 5 | 80. 011. 841 . 6791 99. 91 | ----- | | ---- } ---- | ----| 29. 61 | | - | ---- i | ---- } ---- | \ ------ | ----- | -- | ---- | ----| ----| | | | CONFLUENCE | TC#1= 29. 6 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST | ! ANALYSIS 0#1= 681. 3 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I I CONFLUENCE | | FOR POINT# | I#1= 1. 84 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0= 681. 3 | | 207. 00 | 01 = 681. 3 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 |---- |---- | | | � | ---- | ---- 1 | ---- | ---- I 1 | i | ---- | | I I | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) . 6=SF ( 1/2-AC) SOIL TYPES: 1=Av2=B, 3=C, 4=D, * ~-7-oc ' , _orQP (P' -nC) ' 9=UNDEV(POOR COV)., 10=UNDEV(FAIR COV) , 1 1=UNDEV(GOOD COV) 0, 5=SPECIFIED COEFFICIENT* - ' . } | �~'' \,....p.° ^��_� | | } - | � | STUDY NAME: � ^�m� �� /_---� ^=�� . v�4 } CALCULATED BY: | a�~"' '~~ �~ c��' '~~~~~-^' '~- ` , ~- ' ^~' ' | I CHECKED BY: | � i 25. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 21 ; INTENSITY SLOPE = . 600 I PAGE NUMBER 2 OF _» | l ----- EADVANCED ENGINEERING SOFTWARE] | | CONCENTRATION } SOIL | DEV. | AREA | I ) C | Q } Q | SLOPEiSECTION| V | PATH| T | Tc I HYDRAULICS I | POINT NUMBER | TYPE | TYPE | (ACRES) lin/h | | (SUB) | TOTALIft/ftl | fps. | ft. | min. | min. ! AND NOTES I \------------- � ---- | |---- \---- 1 ----- \ | I -- | ---- |---- }---- i |- I i -- � ---- | ----| I ---- } ---- | | ------ | ----- } - | ---- i ---- | ----| I I | --- } ---- | ---- \ ------- | ---- | ---- | ----- | 1 . 02441 I 12700 | 19. 4 | ----- | INITIAL SUBAREA1 205. 10 1 I 5 | 40. 012. 371 . 7171 68. 0 } ------ } I \ ---- | ---- | ---- | 19. 41 | i ---- } ---- 1 }---- | ----\ ----- } 68. 01 . 00311D= 48. " 1 7. 01 650 | 1. 6 | n=. 0130 Dn= 2. 91 205. 00 1 I 5 / 40. 012. 261 . 7111 64. 31 I I I ---- | 21. 0 | | � ------ | ---- | ---- | ------- |---- } ---- | ----- } 132. 31 . 0054 |D= 54. " 110. 111300 } 2. 2In=. 0130 Dn= 3. 51 � 206. 00 | 1 I 5 l 80. 0 |2. 13 } . 703 | 119. 9 | I ----- | } ---- | ---- | ---- | 23. 21 | � ------------- i ---- I ---- | ------- | ---- } ---- | I 252. 21 . 0215 | D= 54. " } 20. 012600 | 2. 2| in=. 0130 Dn= 3. 31 | ---- | ---- | ---- | |---- ! ---- } ----- i ------ | | ------- | ---- | ----| ----| I I | CONFLUENCE | TC#1= 29. 6 TC#2= 25. 3 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I LARGEST | ) ANALYSIS | Q#1= 681. 3 Q#2= 252. 2 Q#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 i | I CONFLUENCE I | FOR POINT# | I#1= 1. 84 I#2= 2. 02 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | Q= 910. 8 I 207. 00 | 01 = 910. 8 02 = 834. 2 03 = 0. 0 Q4 = 0. 0 05 = 0. 01 I | | ------- |---- } ---- 1 i ---- } ---- } ----- 1 ------ | ----- ! ------- | ---- } | | I | | - | ---- | ---- i |---- I ---- ) ----- } 910. 81 . 0058| B= 10. 0114. 212600 | 3. 69| |n=. 0150 Dn= 4. 01 | | I I I I I I I 1 I I i | | Z= 1. 5 Fr= 1. 471 | 208. 00 | 1 I 5 I 80. 011. 731 . 6691 92. 81 I I | ---- | ---- | ---- | 32. 71 | \ ------ | ---- } ---- } ------- | ---- I ---- | ----- | ------ } ----- ! ------- ) ---- ! ---- i ---- | I i \ CONFLUENCE | TC#1= 32. 7 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST I � ANALYSIS \ Q#1=1003. 5 Q#2= 0. 0 Q#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 | | I CONFLUENCE I � FOR POINT# | I#1= 1. 73 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 ) | I 0=1003. 5 | | 208. 00 | 01 =1003. 5 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ---- | I | | -- | ---- | ----1 | ---- | ---- | I | I i ---- | } | I I | ---- | ---- | ------- } ---- | ---- | ----- | ------ | ----- } ------- | ---- | ----} ---- | I I \ ----- ! ---- |---- | ------- ) ---- I } | . 02251 I |2400118. 91 ! INITIAL SUBAREA ! } 209. 10 | 1 I 5 | 67. 812. 411 . 720 117. 7i ------ } ----- | ------- 1 ---- } ---- i ----1 18. 91 I --- l ---- | ---- i | ---- 1 ---- | I 117. 7 | . 02141D= 39. " | 16. 2 7001 . 71 } n=. 0130 Dn= 2. 71 ! 209. 690 | 1 I 5 | 25. 9} 2. 361 . 717 } 43. 81 ! ------- | ---- | ---- | ---- | 19. 61 I } ---- | ---- | | ---- | ---- | ----- ) 161. 5 } . 0076|D= 54. " I12. 0 | 9201 1. 31 |n=. 0130 Dn= 3. 61 210. 00 | 1 ) 5 | 57. 612. 271 . 712 | 93. 11------ | |-- |---- } ---- }---- | 20. 91 | � | ---- \ ---- } I 1 254. 6 { . 0215 |D= 54. " | 2@. 0 } 1300| 1. 11 | n=. 0130 Dn= 3. 41 211. 00 } 1 I 5 | 80. 0| 2. 20 } . 707 | 124. 7 ) ------ | | ------- | ---- | ---- | ----| 21. 91 | | - | ---- I ---- ) | ---- | ---- } ----- I 379. 3 | . 0208 )D= 63. " | 21. 8| 1300| 1. 01 |n=. 0130 Dn= 3. 91 | | I | I I I } I I | I I | I } ) I | I I | I | I I | I I I I } ---- - ----- -- | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=GF( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=0, 4=D, * - -- -^ ",` "-o= '� "r-nr` n=ywmnru(pOOR COV). 10=UNDEV (FAIR COV) , 11=UNDEV(GOOD COV) 0" 5=SPECIFIED COEFFICIENT* | / | 0 | ��~� (?) | | | i | �� | STUDY NAME: � 9 p �� I CALCULATED BY: | -- ^ ____ - a� _ } CHECKED BY: | | 25. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 21 ; INTENSITY SLOPE = . 600 } PAGE NUMBER g OF 6- UDVPNCED ENGINEER ING SOFTWPREJ ' | } CONCENTRATION | SOIL | DEV. | AREA | I 1 C | Q } Q | SLOPE | SECTION | V IPATH| T | Tc | HYDRAULICS 1 POINT NUMBER | TYPE \ TYPE \ (ACRES) | in/h1 | (SUB) ) TOTAL } ft/ft | | fps. | ft. | min. | min. | AND NOTES | | - i ---- | ---- | - 1 - •i ---- i ----- 1 I I I - | ---- | ---- } Is | ) | ---- I ---- I i---- | ---- |----- | | | ------_ } ---- |---- |---- | I | ) CONFLUENCE I TC#1= 32. 7 TC#2= 22. 9 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I | LARGEST | | ANALYSIS I Q#1=1003. 5 Q#2= 379. 3 Q#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I | CONFLUENCE | | FOR POINT# I I#1= 1. 73 I#2= 2. 15 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I | 0=1310. 2 208. 001 01 =1310. 2 02 =1083. 3 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ----| I | | - \ ---- \ ---- | |---- I ---- 1 I | | | ---- 1 | | | | � \ ---- 1 ---- | }---- 1 ---- | 11310. 21 . 0085 | B= 10. 0118. 2113001 1. 21 |n=. 0150 Dn= 4. 4 } | \ 1 | | l I | } | I I | | | Z= 1. 5 Fr= 1. 81 | | 212. 001 1 I 5 | 80. 011. 701 . 6651 90. 31 - } ----- | ) ---- 1 ---- i ---- | 33. 91 | | - -- | ---- | ---- \ I---- \ ---- 1 11400. 51 . 00541B= 12. 0115. 4113001 1. 41 |n=. 0150 Dn= 4. 7 | I | \ 1 | | | ) I \ | | | | Z= 1. 5 Fr= 1. 46 | � 215. 001 1 I 5 | 80. 011. 661 . 6601 87. 51 ------ | | } ---- | ---- | ---- | 35. 31 | \ ---- i ---- | | ---- I ---- \ | \ ----- | _, | ---- } ---- | ---- | | | | CONFLUENCE I TC#1= 35. 3 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST | | ANALYSIS I 0#1=1488. 0 Q#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I | CONFLUENCE | | FOR POINT# } I#1= 1. 66 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I I 0=1488. 0 | 215. 001 01 =1488. 0 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- 1 | | | | ---- |---- | -- | ---- 1 ---- | I 1 ----- | ) ---- | | | I | \ ---- | ----| | ---- | ---- | ----- | ------ | ----- ! } ---- | ---- I ----| | | ---- ---- | ---- |---- |------- !---- 1---- | ----- ! 1 . 02311 | 12950115. 71 | INITIAL SUBAREA| | 213. 001 1 I 1 } 87. 9 | 2. 69 | . 8271195. 4 \ ------ | 1 - | ---- | ---- | ---- | 15. 71 | � | ----- | ---- I ---- \ | ---- | ---- I ----- \ 195. 4} . 0131 } D= 57. " 114. 011300 | 1. 51 |n=. 0150 Dn= 3. 5| } 214. 001 1 I 1 \ 80. 0| 2. 541 . 825 \ 167. 9i ------ i ----- | | ---- | ---- | ---- | 17. 31 | � --- | ---- | ---- | -- | ---- | ---- i ----- | 363. 31 . 0173 | D= 63. " } 20. 0126001 2. 21 | n=. 0130 Dn= 4. 1 | } | ---- | ---- | | ---- 1 ---- | ----- | ------ 1 | ------- | ---- | ---- | ----| I | ) CONFLUENCE I TC#1= 35. 3 TC#2= 19. 5 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST } } ANALYSIS | 0#1=1488. 0 Q#2= 363. 3 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I | CONFLUENCE | | FOR POINT# I I#1= 1. 66 I#2= 2. 37 I#3= 0. 00 I44= 0. 00 I#5= 0. 001 I | I 0=1742. 1 | | 215. 001 01 =1742. 1 02 =1183. 5 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ----| | | | ---- | ---- ! ---- | | ---- | ---- | -----| ------ | | 1 ---- | | | | | | | ---- } ----| | ---- | ---- 1 11742. 11 . 0123| B= 14. 0121. 8113001 1. 01 | n=. 0150 Dn= 4. 01 | I | | | I | 1 | } } | | | | Z= 1. 5 Fr= 2. 191 � 216. 001 1 I 5 | 80. 011. 631 . 6571 85. 6i ------ | | | ---- |---- |--_- | 36. 31 | ! | ---- | ---- | | ---- 1 ---- } ----- 11827. 7 | . 0077 |B= 14. 0118. 7113001 1. 21 |n=. 0150 Dn= 4. 71 | I | | | | I I | } | | | | Z= 1. 5 Fr= 1. 771 | I *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF ( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV(POOR COV) , 10=UNDEV(FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* | | ^ | tO��7 D 141) ) | | | STUDY NAME: Zymi \ 0 /_--- ��m^ 4r� I CALCULATED BY: � I CHECKED BY: | | 25. 0 YEAR STORM 1-HOUR RAINFALL(inch) = 1. 21 ; INTENSITY SLOPE = . 600 | PAGE NUMBER ^g OF 3- [ADVANCED -[ADVANCED ENGINEERING S O F T W A R E] ' | | CONCENTRATION | SOIL | DEV. | AREA | I | C } Q | Q ! SLOPE |SECTION| V | PATH | T | Tc | HYDRAULICS | / POINT NUMBER | TYPE | TYPE | (ACRES) | in/h | l (SUB) 1 TOTAL | ft/ft | Ifps. / ft. |min. | min. | AND NOTES | | ---- | ---- | | ---- | ---- | | | | | ---- i ---- | ---- | I' | | 219. 0691 1 | 5 I 80. 011. 601 . 6531 83. 61 | | | ----| ---- | ---- | 37. 41 | | | ---- | ---- | | ---- | ---- | | | ----- | | ---- | ---- | ---- | I | | CONFLUENCE I TC#1= 37. 4 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST } � ANALYSIS I 0#1=1911. 3 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I I CONFLUENCE | FOR POINT# I I#1= 1. 60 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I I 0=1911. 3 | | 219. 001 01 =1911. 3 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0| ---- | ---- | } |---- | ---- ) | ---- |---- | ----- | | | i---- ! | | | | l ---- | ---- | ---- | - ) ---- | ---- | ----- | ------ I ----- | | ---- 1 ---- | ---- | | | | ---- I ---- | ! ---- ! ---- } I 1 . 02341 | | 2900 | 20. 2| | INITIAL SUBAREA | i 217. 001 1 I 5 | 80. 0 | 2. 32| . 7141132. 4| | ----- | ------- } ---- > ---- | ---- | 20. 21 � } --- | ---- } ---- | - } ---- | ----i I 132. 41 . 0092 } D= 48. " 112. 211300 | 1. 81 | n=. 0130 Dn= 3. 2 | ! 218. 001 1 I 5 | 80. 012. 201 . 7071124. 61 | ----- | |---- | ---- |---- | 22. 01 � | ---- | ---- | \ ---- | ---- | ----- | 257. 01 . 01811D= 54. " 118. 512600 | 2. 31 | n=. 0130 Dn= 3. 7 | } ------------- |---- | ----| 1 ---- } ---- ) ----- | ------ | I i ---- | ---- } ----| | � CONFLUENCE 1 TC#1= 37. 4 TC#2= 24. 3 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST � ANALYSIS | 0#1=1911. 3 0#2= 257. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | I CONFLUENCE } � FOR POINT# I I#1= 1. 60 I#2= 2. 07 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I I 0=2109. 6 | � 219. 001 01 =2109. 6 02 =1497. 5 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- | I i -- } ---- | ---- | | ---- } ----} ----- 1 | i - \ ----| | I | | | - - | ---- | ---- | ------- i ---- } - 12109. 61 . 0092iB= 14. 0120. 9113069 | 1. 01 |n=. 0150 Dn= 4. 81 1 I I I i | } | | } | | I | Z= 1. 5 Fr= 1. 951 | 220. 001 1 | 5 | 80. 011. 571 . 650 | 81. 81 ------ / ----- 1 -- |---- |---- |---- | 38. 51 | | ------- - | ---- } ---- \ | ---- | ---- } -----12191. 5 | . 0100 } B= 14. 0121. 711300 | 1. 01 ! n=. 0150 Dn= 4. 81 ) | i | | | | | } 1 | | I 13= 1. 5 Fr= 2. 6931 223. 001 1 | 5 I 869. 0 } 1. 55 } . 647 | 80. 21 - | I | ----| ---- | ----| 39. 51 I | ------------- ! ---- | ---- | } ---- 1 - | ------ | ----- | - -1 ----/ ---- | ---- | } } | CONFLUENCE | TC#1= 39. 5 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST | | ANALYSIS | 0#1=2271. 7 0#2= 0. 0 Q#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | I | CONFLUENCE I } FOR POINT# I#1= 1. 55 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I | 0=2271. 7 | | 223. 00 | 01 =2271. 7 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0| ---- | ----| | | ( ------ | ---- | ----| | ---- | ---- 1 ----- I I i | ----| | | i | | ----------�-- | ---- |---- |------- !---- | ---- i----- |------ | | | ---- |---- |---- | | | - | ---- | ----| | ---- 1 ---- | } 1 . 02171 I 12900120. 51 ! INITIAL SUBAREA ! | 221. 00 | 1 I 5 | 80. 0 |2. 30| . 713 | 131. 0| ------ } ) | ---- | ---- |----| 20. 51 I I ---- ---- i ---- } ----| I ---- | ---- | ----- | 131. 01 . 0092ID= 48. " 112. 2113001 1. 81 | n=. 0130 Dn= 3. 21 | -------- - - ---- -- | *DEVELOPMENT TYPES: 1=COMv2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * �-7=czr. / i -or) ' n=qF (2' 5-AC) . 9=UNDEV (POOR COV)" 10=UNDEV(FAIR COV) , 11=UNDEV (8OOD COV) 0, 5=SPECIFIED COEFFICIENT* _ SI) c �-� || v^�� | | - - | STUDY NAME: 1_,/^/4:-� v I) �-_---- L^14E RP . 1"1 | CALCULATED BY: SHEN .10,4041 | CHECKED BY: | 25. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 21 ; INTENSITY SLOPE = . 600 I PAGE NUMBER 6- OF 5 | _ [ADVANCED ENGINEERING S O F T W A R E] ` | CONCENTRATION | SOIL | DEV. | AREA | I I C | Q | Q |SLOPE |SECTION | V | PATH| T | Tc | HYDRAULICS i POINT NUMBER | TYPE } TYPE | (ACRES) lin/h | 1 (SUB) | TOTAL | ft/ft | Ifps. } ft. | min. | min. | ` AND NOTES I - | ---- I ---- | -- | ----| ---- I ----- | | ----- | | ----} ---- | ----| | | 222. 00 | 1 | 5 1 80. 012. 181 . 7061123. 4 | 1 ----- 1 | ---- | ----| ----| 22. 31 | ------------- | ---- | ---- | -- 1 ---- I ---- | ----- | 254. 31 . 0173 |D= 57. " 118. 512600 | 2. 3i | n=. 0130 Dn= 3. 41 ------------- | ---- } ---- I ------- | ----1 ---- | ----- | 1 | | ---- | ----| ---- | | | CONFLUENCE } TC#1= 39. 5 TC#2= 24. 6 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I / I LARGEST | ANALYSIS < Q#1=2271. 7 Q#2= 254. 3 Q#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 I | | CONFLUENCE | FOR POINT# I#1= 1. 55 I#2= 2. 06 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0=2463. 2 | | 223. 00 01 =2463. 2 02 =1670. 3 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ----| ----| I | ------------- | ---- | ---- | | ---- ! ---- | 1 ------ !----- 1 | ----| | | | I ------- } ---- | ---- | | ---- \ ---- }----- | 2463. 2 } . 0069 |B= 14. 0 |22. 0| 1300| 1. 0 | |n=. 0140 Dn= 8. 01 | | | | | } | | | } | | | | Z= 0. 0 Fr= 1. 371 224. 00 | 1 5 | 80. 0 | 1. 53 | . 644 / 78. 61 ------ | I | ---- | ---- | - 40. 51 I ------------- � ---- } ---- i | ---- | ---- | ----- | 2541. 8 | . 0027 | B= 16. 0115. 2 11001 1. 2| } n=. 0140 Dn=10. 5| | | | | 1 I | | I | I | | Z= 0. 0 Fr= . 831 225. 00 | 1 } 5 i 78. 0 1. 501 . 640 74. 91 | } -- ( ---- | ----|---- | 41. 71 I -- } ---- | - - I ---- | ----- } 2616. 7 | . 0070IB= 16. 0121. 8 | 8601 . 7 | in=. 0140 Dn= 7. 51 | | | | | | I | | I | I | | Z= 0. 0 Fr= 1. 411 228. 00 1 | 5 } 16. 3| 1. 49 | . 638 ! 15. 51 - | -----I | ----| ----| ---- | 42. 31 | ----- | ---- | ---- | -- | ---- I ---- | ----- | 2632. 2 . 0074IB= 16. 0 | 22. 3 } 1220| . 9 | | n=. 0140 Dn= 7. 41 | | | | I | 1 | | I / | Z= 0. 0 Fr= 1. 451 234. 00 | 1 | 5 | 35. 1 | 1. 47 | . 636 | 32. 71 ------ | ----- | - | ---- | ----| ----| 43. 21 | ------- | ---- | ---- | -- | ---- 1 ---- | ----- 12664. 9 | . 0062 | B= 18. 0121. 0 | 4501 . 4 | | n=. 0140 Dn= 7. 11 | i | | 1 | | | | | Z= 0. 0 Fr= 1. 391 240. 00 | 1 2 | 18. 1 1. 461 . 764 | 20. 21 | | 1 ---- i ----| ---- | 43. 61 | -------- | ---- i---- | -- > ---- |---- >----- /2685. 1 } . 0177 | B= 20. 0129. 9 3501 . 2 | | n=. 0140 Dn= 4. 51 | \ | } I i I | | 1 | I | | Z= 0. 0 Fr= 2. 491 ------------- | ---- | ---- | -------| ---- 1 ---- | ----- 1 ------ i ----- 1 ------- 1 ---- | ---- i ----| | | 250. 00 2146. 7| 1. 46 | } 12685. 1 | | | | I | 43. 8 | Stream Summary | ------------- | ---- | ---- | | ---- | ----- | - | | - 1 -i ---- | | i | | | | 1 | 1 | | 1 | | | | | } | | | | | | | } i | I | } ! | | } | | | i 1 | | | | | 1 | | | } 1 | | | I | I | | | | | | | | | | | | | | | | | | | | | LDEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * - -- ' ' ~~` "-,� '~ =_"r` o-//mnc.o'onnn rnu) 1m=| |wnEV(FAIR COV) ' 11=UNDEV (GOOD COV) 0- 5=SPECIFIED COEFFICIENT* ^�� . ' "��°�~ 4*� \^� �_�-�'� Of x'��^~« ~'' ~- ^ 9-S7 /e. ��' ^^'^�' '� - _ ~~��~� -- - | STUDY NAME: / /h4E ‘ E ^ - ,40E ^ 4w/ I CALCULATED BY: } CHECKED BY: | 25. 0 YEAR STORM 1-HOUR RAINFALL (inch) = 1. 18; INTENSITY SLOPE = . 600 1 PAGE NUMBER ^^ OF �» / �~ ------- [ADVANCED ENGINEERING SOFTWAR E] �---_ | CONCENTRATION \ SOIL | DEV. I AREA | I | C | Q | 0 ISLOPE | SECTION } V | PATH | T Tc ! HYDRAULICS POINT NUMBER | TYPE } TYPE| (ACRES) | in/h | | (SUB) 1 TOTAL | ft/ft | | fps. ft. }min. | min. } AND NOTES | ------------- | ---- | ---- | ------- } ---- | ---- | ----- | ------ 1 i | - - \ ---- | I' ! ------ | ---- | ---- | | ---- ) ---- | ----- 1 ------ | | ! ---- } ---- | ---- | | ------------- | ---- | ---- � -------i ---- | ---- | ----- \ 1 . 01741 i }2700120. 8 | ! INITIAL SUBAREA | 300. 101 1 ) 5 I 40. 012. 221 . 7081 62. 91 ------ | ----- 1 | ---- | ---- ! ---- | 20. 81 ------------- 1 ---- ! ---- 1 ------- | ---- } ---- 1 ----- | 62. 91 . 0031 } D= 45. " | 6. 7 } 6501 1. 6 } | n=. 0130 Dn= 3. 0 | 300. 00 | 1 I 5 1 40. 0 | 2. 12 | . 702 | 59. 61 ------ I ----- | I ---- \ ---- | ---- | 22. 41 | -------- | ---- } ---- | ------- | ---- | ---- I ----- } 122. 41 . 0031 | D= 57. " 1 7. 9| 1300 | 2. 7 | | n=. 0130 Dn= 3. 9 ) 303. 001 1 ) 5 | 80. 0 | 1. 981 . 6911109. 5 | ------ | ----- | - 1 - } ---- | 25. 21 | ------------- | ---- | ---- | ------- I ---- i ---- > ----- 1 ------ | ----- | ------- | ----| ---- | ---- | I | | CONFLUENCE I TC#1= 25. 2 TC42= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | I LARGEST � ANALYSIS 1 041= 231. 9 042= 0. 0 043= 0. 0 044= 0. 0 045= 0. 01 I | | CONFLUENCE } } FOR POINT# I I41= 1. 93 I42= 0. 00 I43= 0. 00 I44= 0. 00 I45= 0. 001 I ) I 0= 231. 9 | 303. 001 01 = 231. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 ) ---- I ---- ! I | | • I ---- 1 ---- | | ---- | ---- } | ------ | ----- ) } ---- | I | I ------ - } ---- | ---- } -- | ---- 1 ---- 1 ----- 1 ------ } ----- | ------- ) ---- I ---- | ---- | I | ------- | ---- | ---- | 1---- | ---- | > | . 01751 | 12400119. 81 ! INITIAL SUBAREA | } 301. 101 1 | 5 I 58. 212. 281 . 7121 94. 7 | ------ 1 ----- ! ------- | ---- 1 ---- } ---- | 19. 81 | | --- ----- | ---- | ---- | ------- | ---- } ---- | ----- } 94. 7 | . 01691D= 39. " 114. 3| 6501 . 81 | n=. 0130 Dn= 2. 4 | 301. 001 1 I 5 1 19. 412. 231 . 7091 30. 7 | ------ i ----- | -- / ---- | ---- | ---- | 20. 61 | � | ---- i ---- |------- | ---- | ---- | ----- } 125. 4 ) . 0054 | D= 54. " | 10. 011300 | 2. 21 1n=. 0130 Dn= 3. 3 | | 302. 001 1 I 5 I 80. 0| 2. 10| . 700 | 117. 8i ------ - | ------- | ---- | ---- ! ---- | 22. 81 } ' | ---- | ---- } -- | ---- | ---- i ----- | 243. 2i . 0173 | D= 54. " 118. 112600 | 2. 41 | n=. 0130 Dn= 3. 6| | ---- | ---- | ---- } | ---- | ---- I ----- | ------ | ----- | ------- | ---- I ---- | ---- } I | | CONFLUENCE I TC#1= 25. 2 TC#2= 25. 2 TC43= 0. 0 TC44= 0. 0 TC45= 0. 01 | | I LARGEST | } ANALYSIS } 0#1= 231. 9 042= 243. 2 043= 0. 0 044= 0. 0 045= 0. 01 | | I CONFLUENCE | ` | FOR POINT# 1 I#1= 1. 98 I42= 1. 98 I43= 0. 00 I#4= 0. 00 I45= 0. 001 | | I 0= 475. 1 | | 303. 001 01 = 475. 1 02 = 475. 1 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ---- | I | i |---- | ---- } | ---- } ---- ! | ------ i I | ---- | I | } ----- | ---- ! ---- | | ---- } ---- | ----- i 475. 1 | . 0181 | D= 69. " 121. 712600 | 2. 0i | n=. 0130 Dn= 4. 5| 305. 001 1 I 2 80. 011. 89 | . 783 } 118. 6 | ------ \ I | ---- | 27. 21 ------- | ---- | ---- | | ---- 1 ---- ! ----- 1 593. 7 } . 0143 | D= 78. " 121. 011400 | 1. 1 | | n=. 0130 Dn= 5. 2� | 307. 001 1 I 2 | 41. 811. 851 . 7821 60. 31 | I | ---- | ---- |---- | 28. 31 | } I I I I I I | I |. I | | I | � I I } I I I I | I I I | | I | } I I | I I I I | I I I | | I i I I | I I I I | I I I | | I | ------------------- ------- ------ - | ' *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * - -- ' • --' ~ ~- '~ ",` "-' '^',=`' 'nnnp rr » 101=HwnFV (FOTR rDV) ' l |=nNnEV (nnOn rnV> m' =..=qpFrrFTFn rnFFFTrrcwT* ' ' ------~-__-----^-~---' ---------________ --_ '' --- ---- - - -- — - -- - � /�� m� cc) - ' • 1111)"4111451°:. -�� ' �� "w ----------- -- -- -- | ! STUDY NAME: ^^ =/ZE ‘g ^--- 4vX ^ P244/"/ I CALCULATED BY: \ CHECKED BY: ! 25. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 18; INTENSITY SLOPE = . 600 | PAGE NUMBER 47OF 2 | ' � ------ [ADVANCED ENGINEERING S O F T W A R E] ' CnNCENTRATION } SOILIDEV. | AREA | I | C | Q | Q | SLOPE } SECTIONI V } PATH| T | Tc | HYDRAULICS | ! POINT NUMBER ) TYPE | TYPE ! (ACRES> | in/h | 1 (SUB) 1 TOTAL ) ft/ft | ! fps. ] ft. }min. i min. | AND NOTES | ------------- � ---- 1 ---- 1 | ---- i ---- | ----- 1 ------ } ----- | - 1 ---- | ' | . � -------- | - --- | ---- I | ---- i ---- | ----- 1 ------ 1 -----/ - } ---- } | } ' ! CONFLUENCE | TC#1= 28. 3 TC#2= 0. TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST ANALYSIS | Q#1= 654. 0 Q#2= 0. Q#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 | | | CONFLUENCE | I FOR POINT# > I#1= 1. 85 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 } | | 0= 654. 0 | 307. 00 01 = 654. 0 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- i ---- | | } | ------------- | ---- | ---- 1 | ---- | ---- / ----- | | | ------ | ---- | ---- } - | ---- | ---- | ----- | ------ | | ------- | ---- | ---- i ---- | | | | 307. 00 | | 1 439. 411. 85 | 654. 01 28. 3| Stream Summary | I - ------- | ---- | ---- | ------- | ---- } ---- | ----- \ ----- | } ---- | ---- � ---- | | | } | | �~ . | ' • | ..~ ' | | ---------- - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * ^7=qP / i -orl n=qP 'p' Fi-Ar) ' 9=UmnFV (pnOR COV) ' 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0. 5=SPECIFIED COEFFICIENT* .` �. �./ .7-r oF �� ./v cr STUDY NAME: L. /n/E' `� / _-----. ,r/ a-s 41/k- . L72,A-/�/ I CALCULATED BY: ,S'N�n/ I I I CHECKED BY: 1 I 25. 0 YEAR STORM 1-HOUR RAINFALL (inch) = 1. 18; INTENSITY SLOPE = . 600 I PAGE NUMBER `/ OF 2 I I - [ADVANCED ENGINEERING S O F T W A R E3 1 ICONCENTRATIONISOILIDEV. I AREA I I I C I 61 1 G ISLOPEISECTION ! V IPATHI T I Tc I HYDRAULICS I I POINT NUMBER I TYPE I TYPE I (ACRES) l i n/h l 1 (SUB) I TOTAL- I ft/ft 1 I f pts 1 ft. l m i n. I mm . 1 AND NOTES I I -- -- - - - _ I - __- 1 --__ 1 -_ _- ___. 1 --- _ 1 __ __ 1 - _ _- 1 ______ 1 _____ 1 -- i --_- 1 ---- I I' - I ! - 1 ___- 1 ---- 1 1 -- _- 1 --__ 1 -- - - 1 - I ---- -• 1 - = I - _- I ---- I I I 1 . 01441 1 11800116. 8 1 ! INITIAL SUBAREA I 400. 101 1 I 4 I 40. 0Z0 12. 53 1 . 763 1 77. 21 - I I - 1 ---- 1 ---- I ---- I 16. 81 I i ------------- 1 ---- 1 ---- 1 ------- 1 ---- 1 ---- 1 ----- 1 77. 21 . 00461D= 45. " 1 8. 31 6501 1. 3 1 I n=. 0130 Dn= 3. 01 400. 001 1 1 4 I 40. 012. 421 . 759i 73. 4 1 ----- ---- 1 I ___-____ I __-- I ----- I ---- I 18. 11 I 1 -_-_ 1 1 -___.--. 1 _.--_-- I _.....____ 1 150. 71 . 00461D- 60. " 1 9. 9113001 2. 2 ! I n-. 0130 Dn= 3. 61 I 403. 00 1 1 I 5 I 80. 012. 261 . 7111128. 51 - 1 --_-__ I .-_ I --___ I ---- I ---- I 20-31 1 1 - --- I-_ - _ -_ _ 1 __»_ - 1 --- - 1- -- _- 1 -_ _ _- 1 -- -- . 1 - -____- l--_-_ I - -_- I____ I I 1 I CONFLUENCE I TC#1= 20. 3 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I f ANALYSIS I 041= 279. 2 61*2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I 1 CONFLUENCE I FOR POINT# I I#1= 2. 26 142= 0. 00 I#3= 0. 00 144= 0. 00 I#5= 0. 001 1 I I 0= 279. 2 1 403. 00 I 01 = 279. 2 612 = 0. 0 03 = 0. 0 04 = 0. 0 615 = 0. 01 ---- i ---- I 1 I I -- -- -- -- ---- i ---- I ---- I I ___- I ____ I ___-.__ I __-_.-_- I 1 1 ----- I I 1 1 1 I ---- I - __»- ___. 1 -•--.-- I -----• I - I _____ I _----- 1 - 1 _--- I ---- 1 -_-- 1 I I 1 --_._ I __ 1 __-.__- 1 _.___..__ I _..____ I 1 . 02071 I 12700120. 1 1 I INITIAL SUBAREA I 401. 10 I 1 I 5 1 40. 0 1 2. 27 1 . 712 1 64. 71 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ----1 20. 11 I I ---- I I __----_ I ...---__ I --_-_--_ I 64. 71 . 00:11D=.- 45. " I 6. 71 6501 1. 6 1 I n=. 0130 Dn= 3. 01 1 401.. 00 1 1 I 5 I 40. 0 1 2. 17 1 . 705 1 61. 21 ------ 1 ----- 1------- 1 ---- 1---- 1---- I'77 1' 21. 71 I l ___- I ________ I __-- 1 __ _- I »_ ... _ 1 126. 0 1 . 0046 I D= 54. 9. 3113001 I 2. 31 I rl-. 0130 Dn= 3. 61 402. 00 1 1 I 5 I 80. 012. 041 . 696 1 113. 71 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 24. 01 I . I -- -- I ---- I --- ---- I----•--- 1 ----_- I - I 239. 71 . 01811D= 54. " 118. 4126001 2. 41 I n=. 0130 Dn= 3. 41 i - ..__.... -- - I -_-_ I ---- i - - - __ - 1 ----..._. . I _.._»._ _• I _ • 1 -------•-• i --_._.-•_• 1 ----•----- 1 ------- I •----- 1 ---- 1 I -- I - 1 CONFLUENCE I TC#1= 20. 3 TC#2=- 26. 4 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I I ANALYSIS I 041= 279. 2 042= 239. 7 G!#3= 0. 0 61*4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I i FOR POINT# 1141= 2. 26 I42= 1. 9,E I43= 0. 00 I#4== 0. 00 145== 0. 001 I I I 0= 478. 3 I 403. 00 I 01 = 463. 7 612 = 478. 3 03 =_• 0. 0 04 = 0. 0 05 = 0. 01 ---- I ---- I I 1 ---- -- - 1 ---- I ----1 -- _-__- I ---- 1 ------ I ---••--- I -----_•- I - _ _ - - i -- -- __- 1 ---.- I I I I . 1 ------ - ------ 1---- 1 _--_.. 1------- 1---- 1 ---- 1 ----- 1 478. 3 ! . 0174 1 D= 69. " I21. 3119001 1. 51 I n=. 0130 Dn= 4. 61 I 405. 00 ! 1 I 2I 64. 011. 871 . 7831 93. 61 - 1 I I ---- I ---- I ---- I 27. 91 I 405. 00 1 1 1 5 I 76. 011. 871 . 6821 96. 81 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 27. 91 . 1 ----- I ---- I - --- 1 ----- -- I- --•-- 1 ---_. 1 ------ - I 668. 7 1 . 0157 I D= 81. " 122. 5I 7001 . 5 1 I n=. 0130,.D.ri� 5. 2 I f 409. 001 1 I 2 I 16. 0 1 1. 85 1 . 782 1 23. 11 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- I 28. 41 I I _.--_._--_-_.----- I ---- I -----I ---•---- I ----- I ---- I -----•-- f 691. 81 . 01371D= 84. " 121. 6116001 1. 21 I n=. 0130 Dn= 5. 41 407. 001 1 I 6 I 41. 8 1 1. 80 1 . 641 1 43. 21 ------ I ----- I ------- I ---- I ---- I ---- 1 29. 61 1 I 1 I I I 1 I I I I I I I I 1 *DEVELOPMENT TYPES: 1=COM, =APT, 3=MH. 4=CONDO, 5-SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * - -- - ,•,.-, ,,,,-,...l, ..._nr: ' =I lmnr=V (011e COV).. 10:=LJNDEV(FAIR COV) . 1 1=UNDEV(GOOD COV) 0, S=SPECIFIED COEFFICIENT* | . / |i 0 ( ) ^ } . � -\ -T----- -- | | STUDY NAME: �� /A/C� �~ ---' e~/ 5 4/E . 4,4 I CALCULATED BY: I CHECKED BY: | 25. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 18; INTENSITY SLOPE = . 600 ) PAGE NUMBER 2 OF 2 | ----- EADVANCED ENGINEERING S OFTWAR E] - } | CONCENTRATION | SOILIDEV. } AREA | I | C | Q | Q 1SLOPElSECTIONi V } PATH | T } Tc | HYDRAULICS ` | POINT NUMBER | TYPE | TYPE ! (ACRES) | in/h | I (SUB) 1 TOTAL | ft/ft | } fps. ) ft. Imin. | min. | AND NOTES } ------------- | ---- I - I ------- } ---- | ---- | ----- 1 ------ | | ------- } ---- | ' | - | ---- l ---- } ------- | ---- I ---- | ----- | | I - | ---- I ---- | ---- | | | CONFLUENCE } TC#1= 29. 6 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 LARGEST ' ANALYSIS } 0#1= 740. 1 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 CONFLUENCE ! FOR POINT# | I#1= 1. 80 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 0= 740. 1 407. 00 01 = 740. 1 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ---- | | | | ------- ) ---- | ---- 1 ------- | ---- | ---- | ----- | - | ----- | ------- I - I ---- | ---- } ----- | - i ----- } ) ---- | ---- | ----| | | 407. 00 | | | 517. 811. 801 | | 740. 129. 6Stream Summary | | ------------- | ---- ) ---- ( | ---- 1 ---- | -----) | � ! ----� ----� ----� | | } | | . | | | } | } } | | } | | | | | | | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=8F ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * ^~� x� D ~��'° ^�� -� /-�w��-r -�� ^� � �, , `^ ��~�`��^ ��,��, =w Cin Orr� | | � --------- , 7 ---- ----- - | | STUDY NAME: � �� ^�- / ---� �� m�� I CALCULATED BY: �� ^_ �� , ' ^�' ~_ , .��_ ^�.�. ~^.�. ~ I CHECKED BY: | | 25. 0 YEAR STORM 1-HOUR RAINFALL (inch) = 1. 17; INTENSITY SLOPE = . 600 \ PAGE NUMBER / OF 2_ | | - - [A D V A N C E D ENGINEERING SOFTWARE] ' | | CONCENTRATION | SOIL | DEV. | AREA } I } C I Q | Q ISLOPEISECTION \ V |PATH| T > Tc 1 HYDRAULICS | | POINT NUMBER } TYPE | TYPE | (ACRES) | in/h1 1 (SUB) 1 TOTAL | ft/ftl Ifps. | ft. | min. \ min. | AND NOTES | | ------ ---- | ---- } ------- | ---- | ---- | ----- 1 ------ } ----- I ------- | ---- i ---- | 1` | i ----- ) - --- i ---- } | ---- | ---- | ----- | ------| ----- | - | ---- | ---- | ---- | | | } ------------- | ---- ) ---- | ------- | ---- | ---- }----- } 1 . 01931 I 12900121. 0 | } INITIAL SUBAREA | � 549. 00 | 1 ! 5 \ 80. 0\ 2. 19 | . 706 | 123. 8 | ------1 ----- | - | ---- | ---- } 21. 01 | ------------- | ---- | ---- | ------- > ---- | ---- | ----- | 123. 81 . 0020 | D= 63. " 1 6. 8115001 3. 7 |----- |n=. 013@ Dn= 4. 1 509. 00 1 I 2 I 11. 9\ 1. 99 | . 787 | 18. 7 ) ------ } ----- | ------- | ---- | ----| ---- 24. 71 | }------------- ! ---- | ---- | ------- ) ---- | ---- |----- | ------ | ----- | ------- | ---- | ---- | ---- | | ! � CONFLUENCE | TC#1= 24. 7 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I | | LARGEST \ | ANALYSIS | 0#1= 142. 4 042= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | ! CONFLUENCE } ' | FOR POINT# | I#1= 1. 99 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0= 142. 4 ) 509. 00 | 01 = 142. 4 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 ) ---- I---- | | | | ------------- | ---- { ---- | ------- \ ---- | ---- | ----- | ------ | ----- 1 - | ---- | 1 } | | | ------------- | ---- | ---- | ------- | ---- | ----| ----- } ------ | ----- | ------- ! ---- | ---- | ---- | | | | ------------- | ---- / ---- | ------- | ---- � ---- | ----- } 1 . 02061 1 11800117. 1 | | INITIAL SUBAREA 550. 001 1 I 5 | 40. 012. 471 . 7231 71. 5 | ------ | ----- | ------- | ---- | ---- | ---- | 17. 1i | ------------- \ ---- ) ---- 1 ------- 1 ---- 1 ---- | ----- | 71. 51 . 0154iD= 36. " 112. 9 | 6501 . 81 | n=. 0130 Dn= 2. 2i | 551. 001 1 1 5 I 20. 012. 401 . 7191 34. 6 | ------ | ----- } ------- 1 ---- | ---- } ---- I 18. 0| } ------------- \ ---- | ---- I | ---- | ---- | ----- ! 106. 11 . 02001D= 39. " I15. 61 6501 . 71 | n=. 0130 Dn= 2. 5 | 552. 00 1 I 5 | 20. 012. 351 . 7161 33. 7 ) ------ | ----- | ------- | ---- | ---- | ---- I 18. 7 \ | ------------- | ---- ! ---- l ------- \ ---- 1 ---- 1 -- - | 139. 81 . 01411D= 45. " | 14. 51 8501 1. 01 ! n=. 0130 Dn= 3. 1 | | ------------- } ---- 1 ---- } ------- 1 ---- 1 ---- 1 ----- 1 ------ 1 ----- 1 ------- 1 ---- 1 ---- | ---- | | CONFLUENCE | TC#1= 24. 7 TC#2= 19. 6 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 l | | LARGEST | | ANALYSIS ! 0#1= 142. 4 Q#2= 139. 8 0#3= 0. 0 Q44= 0. 0 Q#5= 0. 01 I | | CONFLUENCE | ! FOR POINT# | I#1= 1. 99 I#2= 2. 28 I43= 0. 00 I#4= 0. 00 I#5= 0. 001 I | | 0= 264. 4 | | 509. 00 01 = 264. 4 02 = 253. 2 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- | � } | ---- | ---- | ---- | ------- | ---- | ---- } ----- | ------ 1 ----- | - - | ---- | \ | | } \ ---- ! ---- } - | ---- | ---- | ----- I 264. 41 . 0020ID= 84. " 1 8. 2115001 3. 0| } n=. 0130 Dn= 5. 4i | 508. 00 < 1 | 5 | 38. 011. 851 . 6801 47. 9 | ------ \ ----- \ ------- } ---- 1 ---- } ---- | 27. 7i | | ------------- | ---- | ---- | ------- |---- | ---- | ----- | ------ | ----- | ------- | ---- } ---- } ---- | | | | CONFLUENCE | TC#1= 27. 7 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | i ANALYSIS ! Q#1= 312. 3 0#2= 0. 0 043= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE ) | FOR POINT# | I#1= 1. 85 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0= 312. 3 ) | 508, 00 01 = 312. 3 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- | } | | ----- | ---- | ---- 1 ------- | ---- | ----| -----| - | ----- | | ---- | 1 | | | � | | | | } } | I | | | | } | | \ | | I | 1 I } | } | | | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=8F ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF ( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV (POOR COV) , 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* \ | SUDY N '/ �m�� / T -----~ �� w~� / CALCULATED BY: ^�/ »`v / / - - ) CHECKED BY: | , � 25. 0 YE��°' STORM 1-HOUR RAINFALL ( inch)= 1. 17; INTEN�~�� SLOPE = . 600 I PAGE NUMBER 2 OF 'r | i / ------ - CPDVPNCED ENGINEERING S O F T W A R E] \ | |CONCENTRATION } SOIL | DEV. | AREA | I 1 C } Q 1 Q > SLOPE } SECTION} V | PATH | T | Tc | HYDRAULICS | } POINT NUMBER | TYPElTYPE | (ACRES) lin/h1 I (SUB) 1 TOTAL | ft/ft | | fps. | ft. }min^ | min. | AND NOTES | . -------- 1 ---- } ---- 1 ------- } ----) ---- } ----- | - } ----- } ------- | ---- | ---- I ---- � | ------------- 1 ---- I ---- 1 ------- } ----1 ---- 1 ----- } ------ < ----- 1 ------- 1 ---- | ---- | ---- | i | i | ------------- � ---- | ---- � ------- ) ----) ---- i ----- | } . 0178i 1 | 2300119. 4 | | INITIAL SUBAREA | | 506. 001 1 | 5 | 50. 012. 291 . 7131 81. 71 | I ------- I ---- } ---- \ ---- \ 19. 4 | | i | ------------- 1 ---- | ---- } ------- i---- | ---- 1 ----- | 81. 7 . 01671D= 36. " | 13. 5 | 13201 1. 6| | n=. 0130 Dn= 2. 4 | 507. 001 1 I 5 | 19. 412. 191 . 7061 29. 91 - } - | ---- | ---- } ---- | 21. 1 | ` | , � ------------- \ ---- | ---- 1 ------- | ----| ---- | ----- } 111. 7i . 0167 | D= 42. " | 14. 9 | 1500| 1. 7 | | n=. 0130 Dn= 2. 6} 508. 001 1 I 5 i 27. 312. 091 . 6991 39. 81 ------ } i | ---- ! ---- } ---- | 22. 7 i | ------------- | ---- | ---- | ------- | ---- | ---- | ----- | ------ | ----- i ------- | ---- | ---- | ---- | | CONFLUENCE } TC#1= 27. 7 TC#2= 22. 7 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 LARGEST | . | ANALYSIS 0#1= 312. 3 0#2= 151. 5 0#3= 0. 0 0#4= 0. 0 0#5= 0. 0/ CONFLUENCE | | FOR POINT# I#1= 1 . 85 I#2= 2. 09 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | } | Q= 446. 9 | ' 508400 } 01 = 446. 9 02 = 407' 9 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ----| ----| | | | ------------- | ---- \ ---- | 1 ---- | ---- | 1 - ! ----- ! | ---- | | ) } | | ------------- | ---- | ---- 1------- i ---- | ---- |----- | 446. 91 . 0142 } D= 72. " 119. 7I1200| 1. 0 n=. 0130 Dn= 4. 5 | } ------------- | ---- | ---- | ------- | ---- | ---- | ----- | ------ / ----- | -- i ---- I ---- | ---- | � | ' | CONFLUENCE > TC#1= 28. 7 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | | ANALYSIS | O#1= 446. 9 0#2= 0. 0 0#3= 0. 0 Q#4= 0. 0 0#5= 0. 01 | | i CONFLUENCE | | FOR POINT# } I#1= 1. 81 I#2= 0. 00 I#3= 0. 00 I#4= ' 0. 00 I#5= 0. 001 / | | Q= 446. 9 | 511. 00 | 01 = 446. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- | ---- � | ------------- � ---- | ---- | ------- | ---- } ---- } ----- | ------ > ----- ) -- | ---- � ) | | | | ------------- | ---- | ---- | ------- | ---- } ---- } ----- | ------ | ----- } | ---- � ---- } ---- | � | 511. 00i | | 306. 6 | 1. 81 | I 446. 91 I I | | | 28. 7 | Stream Summary / | ------ ) ---- } ---- | - \ ---- ) ---- | ----- | ------ | I -- I ---- i ----| ---- | | | | ) | | } ) | | | 1 / | | | 1 | I 1 1 | | | | | | | | } 1 | | | I ! | | | | } | | | i } | I } ! | | | | 1 } I | | | | | I } } | | | | | | | | I } | } • | | ! 1 | | | | ! ! } } | I } ---- --------------------------------------- } *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF (1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=SF ( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV(POOR COV) , 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* +________ _ __________________ ______ +_' . � i FeArAA/A ' ~ ycK � 7�� x��'�� co �-� � �| | | | ----------------------------- --- | � ^ } STUDY NAME: � ��^�� ^�- -----~ �� ^ �u �u+� I CALCULATED BY: ^�_ '`°- ~-� �_/^-^~^°, r,~�_ =- ' - ~ - I CHECKED BY: 25. 0 YEAR STORM 1-HOUR RAINFALL (inch> = 1. 174INTENSITY SLOPE = . 600 | PAGE NUMBER v' OF 3 } ---------------------[A D V A N C E D ENGINEERING SOFTWAR E] ' 1CONCENTRATION } SOILIDEV. ) AREA | I | C | Q | Q | SLOPEISECTION | V } PATH | T | Tc } HYDRAULICS POINT NUMBERITYPE } TYPE | (ACRES) | in/h | | (SUB) | TOTALift/ft | | fps. > ft. ! min. | min. | AND NOTES | ------------- } ---- | ---- | -- } ---- i ---- | ----- i ------ | ----- | ------- | ---- | ---- i ---- } � | ------------- | ---- 1 ---- | ------- | ---- | ---- | ----- / ------ } ----- | -----_- } ---- \ ---- | ---- 1 | | ! ------------- | ---- | ---- | ------- | ---- } ---- | ----- 1 1 . 02001 1 12700120. 21 | INITIAL SUBAREA | 500. 101 1 ! 5 | 40. 012. 241 . 7091 63. 51 - \ ----- | ------- } ---- | ---- | ---- | 20. 2 | i ------------- | ---- | ---- | ------- } ---- } ---- | ----- | 63. 51 . 005410= 42. " I 8. 4113001 2. 61 | n=. 0130 Dn= 2. 6} } 500. 001 1 I 5 I 80. 0 | 2. 08 | . 699 | 116. 51 ------ l ----- | ------- | ---- | ----| ---- 1 22. 8 } | ! -------- \ ---- I ---- | - | ---- I ---- | ----- } 179. 91 . 0177 ) D= 48. " 116. 912600 | 2. 61 | n=. 0130 Dn= 3. 2 | | ------------- | ---- ) ---- I ------- | ---- } ---- | ----- I ------ | ----- | ------- } ---- i } | CONFLUENCE | TC#1= 25. 4 TC#2= 0. 0 TC443= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | / | ANALYSIS | 0#1= 179. 9 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE | FOR POINT# | I#1= 1. 95 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I | Q= 179. 9 | � } 501. 00 | Q1 = 179. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 Q5 = 0. 01 ---- | ---- | | | } - | ---- 1 1---- | ---- | ----- | ------ | ----- 1 -- I ---- | | 1 � | | -------- } ---- | ---- | ------- | ---- 1 ---- | ----- ! ------ | ----- } ------- | ---- | | \ ------------- ! ---- | ---- | ------- � ---- \ ---- | ----- | 1 . 01811 | | 2700 } 18. 9| | INITIAL SUBAREA� | 501. 10 | 1 I 4 | 40. 012. 331 . 7561 70. 5 | ------ 1 / | ---- | ---- | ---- | 18. 9 | ------ | ---- } ---- | ------- | ---- } ---- i ----- I 70. 51 . 0054 ( D= 42. " | 8. 511300 | 2. 51 |n=. 0130 Dn= 2. 8 | 501. 00 | 1 I 4 | 80. 0i2. 16 | . 748 > 129. 4 | - I ----- | | ---- } ---- | , --- | 21. 4i | i ------------- | ---- | ---- | ------- ) ---- | ---- | ----- | ------ | -----| ------- | ---- | ---- | ---- | ----- | � CONFLUENCE l TC#1= 25. 4 TC#2= 21. 4 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | ANALYSIS } 0#1= 179. 9 0#2= 199. 9 043= 0. 0 0#4= 0. 0 0#5= 0. 01 | | | CONFLUENCE� | FOR POINT# | I#1= 1. 95 I#2= 2. 16 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0= 360. 6 501. 00 | 01 = 360. 6 02 = 351. 9 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- ! ---- | | | | ------ | ---- } ---- | - | ---- } ---- | ----- | ------ | ----- | -- | ---- I | I | | ------------- | ---- | ---- | ------- | ---- | ---- 1 ----- ! 360. 61 . 00621D= 75. " | 13. 411300 | 1. 61 | n=. 69130 Dn= 5. 1 � | 502. 001 1 \ 4 | 80. 0 | 1. 88 | . 733 | 110. 4 | ------ ! | ------- ! ---- ! ---- | ---- | 27. 0| } 502. 001 1 I 2 } 24. 611. 881 . 783i 36' 3 }------ 1 ----- |------- } ---- | ---- |---- | 27. 0| | \ - ----- | ---- | ---- } - | ---- ! ---- | ----- } 507. 21 . 00541D= 90. " } 14. 1 } 1300 | 1. 51 | n=. 0130 Dn= 5. 7 | � 510. 001 1 1 2 I 8. 611. 821 . 7811 12. 2 | ------ 1 ----- | - } ---- | ---- | ---- | 28. 5 | | - -- | ---- 1 ---- } - | ---- } ---- | ----- I ------ | ----- | ------- I ---- } ---- | ---- | | | | CONFLUENCE 1 TC#1= 28. 5 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | I | LARGEST | / ANALYSIS I 0#1= 519. 5 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 | ! � | CONFLUENCE | | FOR POINT# I I#1= 1. 82 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | I | 0= 519. 5 � | 510. 001 01 = 519. 5 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0| ----| ---- I | | ! ------------- / ---- } ----| ------- | ---- | ---- i ----- | ------ � ----- | ------- | ---- � | } | | | I I } ! | } } } | | | } 1 | � | ---------------- - -------------------- --- --- | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * *7=9F ( 1-AC) , 8=SF (2. 5-AC) , 9=UNDEV (POOR COV) , 10=UNDEV (FAIR COV) , 11=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* . ^ ^��:1,0 v�� 3") _________ _ iaA, STUDY NAME: ^^ �� v____� �g��e� I CALCULATED BY: • - - - I CHECKED BY: 25. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 17; INTENSITY SLOPE = . 600 I PAGE NUMBER Z OF 3 -------- -[A D V A N C E D ENGINEERING SOFTWPREJ ' | CONCENTRATION | SOIL | DEV. } AREA } I | C | Q | Q | SLOPE | SECTION | V | PATH | T | Tc | HYDRAULICS POINT NUMBERlTYPE ! TYPEI (ACRES) ! in/hi | (SUB) | TOTAL \ ft/ft | Ifps. 1 ft. | min. | min. | AND NOTES | � | ------------- } ---- | ---- !------- } ---- } ---- | ----- } ------ | ----- / | ---- |---- | ---- | |` | � | ------------- | ---- | ---- 1 ------- | ---- 1 ---- | ----- | ------ | ----- } - - 1 ---- 1 ---- 1 ---- � ------------- | ---- } ---- i ------- | ---- | • ----- | . 02041 I 12700120. 2 } | INITIAL SUBAREA| 503. 101 1 | 5 I 40. 012. 241 . 7101 63. 71 ------ | ----- 1 ------- i ---- 1 ---- 1---- | 20. 2 | ------------- | ---- | ---- | ------- | ---- 1 ---- | ----- | 63. 7 | . 0077 | D= 39. " | 9. 61 6501 1. 1 | | n=. 0130 Dn= 2. 4 | 503. 00 ) 1 I 5 I 40. 0} 2. 17 ) . 7051 61. 2 | ------ } | ------- } | ---- | 21. 3i / ------------- } ---- | ---- |------- } ---- | ---- ! ----- } 124. 9 | . 0062 | D= 51. " | 10. 4 ( 1300 | 2. 1 | } n=. 0130 Dn= 3. 4 � 504. 00 | 1 | 5 I 48. 512. 051 . 6971 69, 31 - ! I - I | - 23. 4 | | ------------- } ---- I ---- I - | ---- | ---- | ----- } 194. 2 | . 0168 | D= 51. " 117. 015501 1. 5 | | n=. 0130 Dn= 3. 2 | 518. 00 | 1 I 5 I 46. 311. 981 . 6911 63. 21 - } ! | ---- | ---- | ---- | 24. 9i | ------------- | ---- 1 ---- | - | ---- I ---- | ----- | 257. 4 . 01641D= 57. " 118. 1 } 1100 / 1. 0 | | n=. 0130 Dn= 3. 6| � ------------- � ---- | ---- I -- | ---- | ---- | | 1 ------- } - | ---- | CONFLUENCE | TC#1= 28. 5 TC#2= 25. 9 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 0 ) } | | LARGEST | , ANALYSIS | 0#1= 519. 5 0#2= 257. 4 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 1 | | CONFLUENCE | FOR POINT# [ I#1= 1. 82 I#2= 1. 93 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I | | 0= 762. 4 | � 510. 00 | 01 = 762. 4 02 = 729. 3 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- | / | | -------- | ---- | ---- | ------- | ---- | ---- } ----- | ------ | ----- I ------- I ---- } 1 | ------ | ---- | ---- | -- } ---- | ---- | ----- | 762. 41 . 0092ID= 93. " 119. 0i 6501 . 6 | | n=. 0130 Dn= 6. 2 } 511. 00 | 1 I 5 | 11. 9 \ 1. 801 . 6751 14. 5i ------ | ----- i ------- | ---- | ---- | ---- 29. 1 | | � ------------- | ---- 1 ---- 1 | ---- | ---- | ----- \ - | ----- } 1 ---- | ---- | ---- | } CONFLUENCE | TC#1= 29. 1 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST | � ANALYSIS \ 0#1= 776. 9 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 Q#5= 0. 01 } | | CONFLUENCE � FOR POINT# | I#1= 1. 80 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | | 0= 776. 9 | 511. 00 ) 01 = 776. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- | | | i -------- i ---- } ---- | - - | ---- \ ---- | ----- | ------ I ----- ! ------- | ---- | | | | | -------- } ---- I ---- \ | ---- | ---- | | ---_-- | ----- | ------- | ---- | ---- | ---- } | � } ) I I I I 446. 91 I I | | i | Assumed Data | 511. 00 | I | 306. 61 | | } ------ ! ----- ! ------- / ---- } ---- | ---- | 28. 7 | | | ------------- | ---- ) ---- ! ------- | ---- | ---- | ----- | ------ 1 ----- | ------- | ---- � ---- | ---- } | | CONFLUENCE | TC#1= 29. 1 TC#2= 28. 7 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST ANALYSIS | 0#1= 776. 9 0#2= 446. 9 0#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 } | | CONFLUENCE | FOR POINT# | I#1= 1. 80 I#2= 1. 81 I#3= 0. 00 I#4- 0. 00 I#5= 0. 001 } } | 0=1220. 2 511. 00 | 01 =1220. 2 02 =1213. 4 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 ---- | } } ------- | ---- | ----i ------- ) ---- | ---- | ----- | ------ | ----- | ------- } ---- ! I I } | | ------------- | ---- } ---- | - } ---- | ---- 1 ----- | 1220. 2 | . 0154 | D=102. " | 26. 0 | 2600 | 1. 71 | n=. 0130 Dn= 6. 61 } 513. 001 1 I 1 | 38. 811. 741 . 8141 55. 0 | ------ | ----- | ------- ) ---- i ---- | ---- | 30. 81 | | ------- ---------------------------------------- | *DEVELOPMENT TYPEG: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=0, 3=C, 4=D, * - ~- ' ^ ~,` "-,= 's =.-»r` o-/ /mnr:o /Dnnp rnV)- 1N=//NDEV (FAIR COV) . 11=UNDEV (GOOD COV) 0- 5=SPErIFIED COEFFICIENT* 141$ • . \....-' ef 7Y °F /x/7"-AAt°9 A•1#4, I'meiti P(44"/ Cp • . STUDY NAME: LAM= G-7 �---- deee././ ,4 E I .4K/4-W4 I CALCULATED BY: 3-1H6/ I CHECKED BY: I 25. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 17; INTENSITY SLOPE _ . 600 I PAGE NUMBER 3 OF 3 I _._____._.--___-• CADVANCED ENGINEER I N G S OFTWAR E7 CONCENT RAT I ON I SO I L I DEV. 1 AREA I I I C 1 0 1 0 I SLOPE I Sr CT I ON I V I PATH I T I Tc I HYDRAULICS POINT NUNIEER I TYPE I TYPE I (ACRES) I ire/h I I (SUB) 1 TOTAL I ft/ft I I fps. I ft. I miry. I min. I AND NOTES I --__ --- ---- -- I --_- I --- - I --- ____ I __- _ I - _-_. I - _ __ - ! •-- I I -__.__-__ I ---- 1 ----- I ---- I 1•- I -___ I ____ 1 __.._..._____ I _ - 1 -_._-___• 1 ____-- I -_--•_-•--_ 1 _-__.- I __-_.---- 1 - --- I ---- I CONFLUENCE I TC#1= 30. 8 TC#2=• 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I i I LARGEST I ANALYSIS 1 0#1=1275. 1 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I 1 CONFLUENCE I FOR PO I NT# I I#1= 1. 74 i#2= 0. 00 i#3= 0. 200 i#4= 0.. 00 I#5= 0. 00 1 I 1 I 0=1275. 1 513. 001 01 =1275. 1 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- I ! --__-- -- 1 ---- I ---- 1 1 -- -_ 1 - 1 _____.. I ____.___.• I __-_-_ 1 __-___--- I ___- 1 -__- I - 1 - I _.___ I- 1 .__.__._. 1_____. 1 ______.1 1 . 01671 I 12700116. 21 1 INITIAL SUBAREA I 512. 101 1 1 1 I 40. 012. 561 . 3251 84. 41 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 16. 2 1 I ! ------------- 1 ---- 1 ---- 1 ------- 1 ---- 1 ---- 1 ----- 1 84. 41 . 00511D= 48. " I 8. 91 6501 1. 21 I n=. 0130 Dn= 2. 8 512. 001 1 I 1 I 40. 012. 451 . 8241 80. 71 I -------- 1 I -- --- 1 ---- ! ---- I 17. 4 1 I 1 ------------- 1 ---- 1 ---- 1 ------- 1 ---- 1 ---- 1 ----- 1 165. 11 . 00771D= 54. " I12. 01 6501 . 91 I n=. 0130 Dn= 3. 6 1 I ---- I ---- 1 _----.--_ 1 _-__- 1 - I ----_..- 1 - I ' I I --_- I ---- I ---- I I I , f CONFLUENCE I' TC#1= 30. 8 TC#2= 18. 3 ' TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST 1 ! ANALYSIS I 041=1275. 1 0#2= 165. :1 01#3= 0. 0 0*4= 0. 0 0#5= 0. 01 I I I CONFLUENCE I i FOR POINT# I I#1= 1. 74 I#2= 2. 37 i#3= 0. 00 I#4= 0. 00 I#5= 0. 001 1 I 1 0=1396. 1 , . 513. 001 01 =1396. 1 02 = 924. 6 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- I ---- I I I --- -- - - 1---- 1---- I I--__ 1____ f _ ___._ 1 ________ I _.____ 1 ____.____ 1-_-__ I I I 1 i - -- I ---- 1 ----- I I ----- 1 - ! --_-.-_.. 11396. 1 I . 0181 1 D=102. " I _8. 2 11550 1 . 9 1 I n=. 0130 Dn= .6. 9 514. 00 1 1 I 1 I 73. 411. 71 I . 8131102. 1 I __.-.._.__.._-. 1 --__.__ 1 I __.-__. I ___- I_--- I 31. 7 1 I 1 _ _ 1 ---- 1 ---- 1 -------•-- I -•--_- ' ---- 1 -•`------ 1 _--..._•__•- 1 ------ 1 •--- ---- 1 ------ ! ! CONFLUENCE I TC#1= 31. 7 TC#2= 0. 0 TC#3= 0. 0 TC_.•#4_ 0. 0 TC#5= 0. 01 1 i I LARGEST ! ANALYSIS I 0#1=1498. 2 0#2= 0. 0 0#.3= 0. 0 0#4= 0. 0 0#5= 0. 01 1 1 I CONFLUENCE i ! FOR PRINT# I I#1= 1. 71 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I I 0=1498. 2 I 514. 001 01 =1498. 2 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 --_- - ------ 1 ---- 1 ---- 1 - --_ ___ I -_-_ I ------ i -----•-••- ! -----:-_- I I • 1 I - --- -- --_-- I ---- I ---_ I - _---- - I ----•- I ------ 1 _...__... 1 - I ------.... 1 ---------- I I 514. 001 I I 1038. 7 1 1. 711 I 11498. 21 1 I 1 I I 31. 7 1 Stream Summary ---- 1 ---- I ---- I - - I ____• 1 -__- I _ - -- 1 -__- - - I --- 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I . I I I I I I I I I I I I I I I *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, J=SF ( 1/4--AC) , 6=SF ( 1/; -AC) SOIL TYPES: 1=A, 2=B, =C, 4=D, * _-- -.- , . ,,,. Q_tc r =._nrr q.umnnr•=v,PfiOR COV) . 10=UNDEV(FAIR COV) , 11=UNDEV(GOOD CM)) 0, 5=SPECIFIED COEFFICIENT* 1.9 . (17) -cer)„,-.7. + _i 6/ry fo 'A 6.44S7- STo gM P'ire! i . 1 STUDY NAME: L/N6' ' h �ert5T- Z--L. e.VD. D/e44-/N I CALCULATED BY: 51 1 • 1 CHECKED BY: 1 [ 25. 0 YEAR STORM 1-HOUR RAINFALL_ ( inch)= 1. 13; INTENSITY SLOPE = . 600 1 PAGE NUMBER / OF/ I ---._._.-- CADVANCED ENGINEERING S OFTWAR EJ I I CONCENTRATION I SOIL I DEV. I AREA I I I C 1 G'! 1 U I SLOB='E. I SECTION I V I PATH I T I Tc I . HYDRAULICS I POINT NUMBER 1 TYPE I TYPE 1 (ACRES) I i n/h 1 I (SUB I TOTAL I ft/ft I I f p s. I f t. I m i n. I m i n. I AND NOTES I I ----------------- I ---- 1---- I--------- - ----- 1 ---- 1 -------- 1 --------- I------ I-------- I ----- 1---- 1---- I I I I - - I ---- I ---- I ----- - -1 -_-__ I ---- I ----- -- I 1 1 - I ---- I ---- I ----1 I 1 1 ---- i ---- ! -- ---_.___ 1 -..___.._ 1 . 1 -____.__.._ I 1 . 02041 1 11200111. 31 I INITIAL SUBAREA' 600. 101 1 I 1 I 18. 013. 081 . 8301 46. 01 ------ 1 ----- 1 ------- 1---- 1 ---- 1---- 1 11. 31 1 _ 1 ---- 1 ---_- - I -__....-..-_ I -..__.-_ I --__-.--_ i 46. 01 . 00691D- 36. " 1 8. 61 6501 1. 31 I n=. 0130 Dn= 2. 11 600. 201 1 I 1 24. 012. 891 . 8281 57. 51 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 12. 51 I 600. 20 1 1 I 1 I 14. 012. 891 . 8281 33. 51------ 1 ----- 1 ------- 1 ---- 1---- 1---- 1 12. 51 I 600. 201 1 I 1 1 10. 012. 891 . 8281 23. 91 -- 1 -__..---_ I __--__-_ I ----- I ---_ 1 -_-- 1 12. 51 I ------------- 1 ---- 1 ---- ------- I - -- 1 ---- 1 ----- I 160. 91 . 00771D= 54. " 112. 011300I 1. 81 I n=. 0130 Dn= 3. 51 1 600. 001 1 I 1 I 20. 0 1 2. 67 1 . 826 1 44. 11 - I -.---- I 1 ---- I ----- I ---- 1 14. 31 1 600. 00 1 1 1 1 I 18. 012. 671 . 8261 39. 71 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- I 14. 31 I I __-- I _--- 1 __.--_-_ I 244. 7 I . 0054 I D= 69. " 111. 811300I 1. 81 I n=. 0130 Dn= 4. 31 601. 20 I. 1 I 1 I 28. 612. 43 . 8251 58. 61 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- I 16. 21 I i ---- I ---_ I ---- I 1 -____ i __._.- I -_.._-__ I 303. 31 . 00771D- 69. " 114. 111300I 1. 51 In=. 0130 Dn= 4. 41 I 602. 00 1 1 I 1 I 40. 0 1 2. 35 . 8231 77. 31 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 17. 7l 1 1 ____ i __--- 1 _.__--____ 1 380. 6 ! , 00791D= 75. " I 1 . 1 1 1400 1 1. 51 I n=. 0130 Dn= 4. 81 603. 00 1 1 I 1 I 19. 012. 23 I . 8221 34. 91 ------ I ----- I ------- I ---- I ---- I ---- 1 19. 21 1 I - - - -- - I ---- 1 --__ I 1 ----- I ----•-_ I -__..._-- I 415. 51 . 00461D- 84. " 112. 5113001 1. 71 I n=. 0130 Dn= 5..6 1 i 604. 00 1 1 I 4 I 19. 012. 12 . 7461 30. 11 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 21. 01 1 .__________ I ____ i ---- I 1 - i ___.__- i ___.._.___.. 1 445. 6 1 . 0050 I D= 87. " 113. 311600I 2. 01 I n=. 0130 Dn= 5. 51 I 605. 001 1 I 2 1 25. 012. 01 1 . 7871 39. 51 _ __.__...... i _.._.__.__ i_._______._- ! -__.-...- I--__- I _-_- I 23. 01 I ------------- 1 ---- I ---- ------- 1 ---- I ---- 1 ----- I 485. 1 I . 0045 I D-= 90. '1113. 0111001 1. 41 I n=. 0130 Dn= 5. 91 606. 001 1 I 4 I 21. 011. 94 . 7361 30. 0 1 -_.__..._.__._.- ! _._._.__.._.._. i ___..._____._ 1 __...__. 1 _____ 1 ----- I 24. 41 1 I - -- I - --- ! ---- I 1 _.__._ i _-___. i _.__.____ I 515. 1 1 . 00361D- 96. " I12. 1125001 3. 41 I n=. 0130 Dn= 6. 31 i .____--____.__.-- _-__-___. I __-- I __--_ I ________.__ I __.__.•• i -_--...___. i _____.._..._ i ____.__..;__..• ! _.__..._.__._- i _._________._- I ___-._ 1 _.____ 1 ____ I I I 607. 001 i I 256. 6 1 1 . 94 1 I 1 515. 1 1 1 I 1 I I 27. 81 Stream Summary ! i I I I I 1 I i i I 1 1 I I 1 1 I I I i I I I I I 1 1 I I I I 1 I I I I 1 i i I I I I 1 I I I • I I ! I 1 1 1 I i i I I I I I 1 I I I I I 1 I I I I 1 I 1 I I I I I I I I 1 l I I I I I I 1 I 1 I 1 I I I I I I I I 1 I I 1 I 1 I I I 1 I I I I 1 I 1 I 1 I I I I I I i I 1 I I I 1 I 1 1 1 i 1 1 4. p....". . D (-6 + ' C /Ty OF / 4AIM /(4A$7f- Z gro2M 044 ! STUDY NAME: /1//�7- /;w A11} C-#A-NnlEl____ I CALCULATED BY: I ! I CHECKED BY: I 1 100. 0 YEAR STORM 1-HOUR RA I NFALL t i rich) = 1. 50 INTENSITY SLOPE = . 600 I PAGE NUMBER / OF 7 . I I ----- - -- - [ADVANCED ENGINEERING 5 OFTWAR E) 1 1 ICONCENTRATIONISOILIDEV. I AREA I I I C 10 1 G! ISLOPEISECTIONI V IPATHI T I Tc 1 HYDRAULICS 1 1 POINT NUMBER ! TYPE I TYPE I (ACRES) l i n/h 1 1 (SUB) 1 TOTAL I ft/ft 1 . I fps. I ft. I miry. I miry. I AND NOTES I I - 1 -__- 1 __...__ 1 .__ 1 -_.__..._-. 1 -._..._.-- ! _..__.__.____• 1 _._..._._.__..__- I _-.---..._ 1 ___.__.____._ 1 ---.__. 1 -__-_ 1 __-- I I I i ---- - --- ---- 1 ---- 1 ---- 1 I --_--- 1 ------- I _...... _- 1 - ..__..._..- I ----- 1 -- 1 ------ I ---- I ---- I I 1 1 1 - . 1 - I --.--....__. 1 ___....-.-_ 1 ._-..._...__- 1 1 . 01281 1 11800114. 51 I INITIAL SUBAREA' I 304. 101 1 I 1 1 39. 013. 511 . 8321114. 01 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 14. 51 I i ... ..... . .... . .... . .......... . ....... . ........ . ..........-- I 114. 01 . 01691D= 42. " 11O. 011300I 1. 41 I n=. 0 130 Dry= 2. 61 304. 001 1 I 1 I 39. 013. 321 . 8311107. 51 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1---- I 16. 01 I I -- -- - I ---- 1 ____ I ___.____- 1 -___ I _____ 1 -- - - - 1 221. 51 . 0164ID= 54. " 117. 511400I 1. 31 In=. 0130 Dry= 3. 31 306. 001 1 I 1 I 41. 813. 161 . 8301109. 71 • 1 ___--_ 1 1 ---- I ---- I ---- I 17. 31 I i ------------------ I ------ I ---- I --._-•-_.-_ 1 --_-_. 1 --___ I ---_-_--. I 331, 2 I . 0038 I B= 4. 01 9. 7113001 2. 21 I ri=. 0100 Dry= 3. 61 I 1 I 1 1 1 I I 1 1 I I I I I Z= 1. 5 Fr= 1. 131 I ---.- 1 -_-_. i - _ _ -__- I -._.._-.-. 1 ---._-. I _._..-.-..._. i _ _ ..._._-- 1 -••-__- ! - _ ___ - I ---••--- I ---- I ---- I I I CONFLUENCE I TC#1= 19. 5 TC#8== 0. 0 TC#3= 0. 0 TC#4== 0. 0 TC#5= 0. 01 I I I LARGEST ANALYSIS 1 0#1= 331. 2 0#2= 0. 0 0#3= 0. 0 0#4= 0. 0 04#5= 0. 01 1 I I CONFLUENCE 1 I FOR POINT# I I#1= 2. 94 I#2-= 0. 00 I#3= 0. 00 •11#4== 0. 00 I1#5= 0. 001 I I I Q= 331. 2 I 307. 001 01 = 331. E 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ------- 1 ---- i ------ I I 1 - -- _ - 1 ---- I ---- I --- -__- I ----- 1 ---•_- 1 -----_- 1 -------- I I --- - ----- 1 - I I i I I I --- - ------- I ------ I -- -- ! - - -- - - I - --- I _•--••-- i _ ._....... -- 1 _.._._.._-_• I •_----•-- i •- - -- 1 - 1 ----- I ---- I I I 1 I I I 1 I 1 543. 21 I 1 1 I I I Assumed Data I 307. 00 1 1 I 439. 41 I I 1 - -__..__._. 1 ____..__ 1 ______.___._ i _._.__ i ___-• I---- I c 8. 6 1 -- l ! --.--._--- 1 -_-_ 1 __-_ 1_________ 1 ---- 1 ___..__ I _.._.__...__ 1 __ .__.__..._ I _----__- 1 _______._.-- I -_.-- 1 --_- I ---- I 1 i CONFLUENCE I TC#1= 19. 5 TC##E= 28. 6 TC43= 0. 0 TC41:4= 0. 0 TC1;5= 0. 01 I I I LARGEST I I ANALYSIS I 041= 331. 2 042= a4 04 3= 0. 0 044= 0. 0 011:5= 0. 01 I I I CONFLUENCE I FOR POINT# I I#1= B. 94 142= 2. 34 1:43= 0. 00 1.44= 0. 00 145== 0. 001 I I I 0= 806. 6 I 1 307. 001 01 = 701. 9 02 == 806. 6 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- I ---- I 1 ------------- 1 ---- 1 ---- 1 ----w I -_.__ I ____ 1 - _ ++ 1 :_._.__._... I -_--._..._._ I _ - I __.___._ I ._._______._ 1 - 1 I 1 I I .°-- 1 ---- 1 -.....--- I 806. 61 . 00311D= 8. 0111. 1 1 1300 1 2. 0 I I n=. 0150 Dry= 4. 8 I I 1 I VJV 1 i 1 I I I 1 I I I 1 Z= 1. 5 Fr= 1. 091 - -- I -__- 1 ---- 1 --1 - - -- 1 _-_ - i _ ......__- 1 - - _ - _- 1 ------- 1 -------- 1 - 1 ---- 1 - i I I I CONFLUENCE I TC#1= 30. 6 TC#5=:= 0. 0 TC#3=:: 0. 0 TC44= 0. OTC#5= 0. 01 I I I LARGEST i 1 ANALYSIS I 0#1= 806. 6 0#2= 00. 0 0#3= 0. 0 0#4= 0. 0 0*5= 0. 01 I I ! CONFLUENCE' I I FOR POINT# I I#1= 2 5 I#2= 0. 0020 I#3= 0. 00 i#4= 0. 00 i#5= 0. 00 1 I I I 0= 806. 6 I 1 406. 001 01 = 806. 6 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----I ---- I I I I I I I I -_ - -- - 1 ----1 ---- 1 --_---- I •--_.-_ i ----- 1 - 1 1 ----- 1 I ---- I ---- I ---- I 1 I I ---- I ----- i •-_-_._--_ 1 _._..----. 1 _._-..._. I - -...-...--. 1 1 . 01791 I 12900119. 51 I INITIAL SUBAREA! I 404. 001 1 1 4 1 77. 612. 951 . 7751177. 21 1 -_---- 1 I ____ I ---- I ---- 1 19. 51 1 H | | ------ - -- -- --- ---- - i | STUDY NAME: �^ L/�� /�n�u�Aww�4 c-g�4^ 4 �-�--� | CALCULATED BY:�� '��h�� } | � , � ^~ | CHECKED BY: | | 100. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 50; INTENSITY SLOPE = . 600 | PAGE NUMBER 2 OF ;7 � } ---------------------[A D V A N C E D ENGINEERING SOFTWAR E] ' | | CONCENTRATION | SOIL | DEV. | AREA | I 1 C 1 Q i Q | SLOPE \ SECTION | V iPATH| T | Tc | HYDRAULICS | � POINT NUMBER | TYPE } TYPE | (ACRES) | in/h | } (SUB) } TOTAL ) ft/ft | | fps. 1 ft. } min. ) min. | AND NOTES | � ------------- } ---- | ---- 1------- ) ----1 ---- / ----- I ------ 1 ----- } ------- 1 ---- } ----| ---- 1 | } � ------------- | ---- } ---- | ------- | ----| ---- | ----- ! 177. 21 . 01361D= 51. ° | 15. 3 | 1400| 1. 51 } n=. 0130 Dn= 3° 2| | 406. 001 1 | 1 | 41. 8 } 2. 821 . 8281 97. 41 ------ | ----- | -- | ---- } ---- | ---- \ 21. 01 | | ------------- | ---- } ---- | ------- | ---- } ---- | ----- | ------ | ----- | ------- | ---- } ---- i ---- } | ) | CONFLUENCE | TC#1= 30. 6 TC#2= 21. 0 TC43= 0. 0 TC44= 0. 0 TC4-15= 0. 01 | | | LARGEST | | ANALYSIS | 041= 806. 6 Q#2= 274. 7 Q43= 0. 0 Q44= 0. 0 Q#5= 0. 01 | | | CONFLUENCE | | FOR POINT# 1 I#1= 2. 25 I#2= 2. 82 I43= 0. 00 I#4= 0. 00 I#5= 0. 001 / | } Q=1025. 7 | | 406. 001 01 =1025. 7 02 = 828. 4 03 = 0. 0 04 = 0. 0 05 = 0. 01 ----| ----| | | | ------------- \ ---- / ---- | ------- | ----� ---- | ----- | ------ } ----- | ------- } ---- ) | | I | | ------------- | ---- | ---- 1 ------- 1 ----| ---- | ----- | 1025. 7 | . 0069 } B= 10. 0115. 811300 | 1. 4 ) | n=. 0150 Dn= 4. 0 | | } | I 1 I I I I I | I | | | Z= 1. 5 Fr= 1. 62 | | ------------- | ---- | ---- | - | ---- | ---- | ----- 1 / ----- } ------- | ---- | ---- } ---- } | | | CONFLUENCE ) TC#1= 32. 0 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | | LARGEST I ANALYSIS } 041=1025. 7 042= 0. 0 0#3= 0. 0 044= 0. 0 0#5= 0. 01 | | | CONFLUENCE | | FOR POINT# | I#1= 2. 19 I#2= 0. 00 I43= 0. 00 I44= 0. 00 I#5= 0. 001 } | I 0=1025. 7 | | 407. 001 01 =1025. 7 02 = 0. 0 03 = 0. 0 Q4 = 0. 0 05 = 0. 01 ---- | ----| / | ------------- | ---- | ---- | ------- | ---- | ---- i ----- | ----- | ----- 1 ------- | ---- | i ) | | | ----- | ---- | ---- | ------- | ---- | ---- | ----- 1 ------ 1 ----- 1 ------- | ---- | I | | I I 1 I i I | 609. 21 | | | | | I Assumed Data | / 407. 001 | | 517. 81 1 | } � ------------- 1 ---- } ---- | ------- 1 ---- 1 ---- 1 ----- 1 ------ } ----- 1 -- | ---- | ---- } ---- i I | | CONFLUENCE ! TC#1= 32. 0 TC#2= 30. 2 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | ! | LARGEST | | ANALYSIS | 041=1025. 7 042= 609. 2 043= 0. 0 044= 0. 0 0#5= 0. 01 } | | CONFLUENCE � | FOR POINT# | I#1= 2. 19 I#2= 2. 26 I#3= 0. 00 I#4= 0. 00 I45= 0. 001 ! | | Q=1615. 0 � | 407. 001 01 =1615. 0 02 =1579. 7 03 = 0. 0 04 - 0. 0 05 = 0. 01 ---- ) ---- | i | � ------------- | ---- | ----| ------- ! ---- } ---- | ----- � ------ | ----- | ------- | ---- | | | 1 � | � ------- - 1 ---- | ---- } ------- 1 ---- 1 ---- 1 ----- 11615. 01 . 0025 } B= 14. 0112. 013250 | 4. 5 | ----- | n=. 0150 Dn= 5. 9| | 1 i 1 1 | | | \ } 13= 1. 5 Fr= 1. 03 | 450. 690 | 1 | 1 1 233. 2| 2. 02 | . 819 | 386. 1 | ------ | ----- | | ---- ) ---- | ---- | 36. 51 | | - � ---- | ---- | | ---- I ---- i ----- | 2001. 11 . 0118 } B= 14. 0122. 411950 | 1. 5 | | n=. 0150 Dn= 4. 4 | � I | i | } 1 | | | / Z= 1. 5 Fr= 2. 17 } I I I | > I } | | I | i I I I | | I I. | | 1 I I | | I } | | I | | I I I ( | I | | i I | / I I I | i I \ | | I | | ------- - --- -- - - | ~DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=8F ( 1/4-AC) , 6=SF ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * - -,- .^ ",` "-oc '� =-.-or1 q=t /mnpu(PmlR COV) . 10=UNDEV (FAIR COV) , 1 1=UNDEV (GOOD COV) 0, 5=SPECIFIED COEFFICIENT* �� ! - Jr) I I. I 1 1 I STUDY NAME: //YFSTpoNTANA .,4f}ivn/Ei.--- - I CALCULATED BY: sHe71 I I CHECKED BY: I 100. 0 YEAR STORM 1-HOUR RAINFALL. ( inch) = 1. 50; INTENS:[TY SLOPE = . 600 I PAGE NUMBER 3 OF 7 I [ADVANCED ENGINEERING SOFTWARE] ICONCENTRATIONISOILIDEV. I AREA I I I C 10 I 0 ISLOPEISECTIONI V IPATHI T I Tc I HYDRAULICS POINT NUMBERITYPEITYPEI (ACRES) Iin/hI 1 (SUB) I TOTALIft/ftl Ifps. I ft. Imin. I min. I AND NOTES I I - I ---- I ---- I I --_-.- I ---- I ------1 ------- I I ------•-- 1 ---- I ----I I I ---- I ---- 1 I ---- 1 ---- 1 ------ I 1 1 -------- I ---- i ---- I ----1 I I I CONFLUENCE I TC#1= 37. 9 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST 1 ANALYSIS I 0#1=2001. 1 0#2= 0. 0 P#3= 0. 0 0#4= 0. 0 0415= 0. 01 I I I CONFLUENCE I I FOR POINT# I I#1= 1. 98 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I I 0=2001. 1 I 514. 00 1 01 =2001. 1 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 I - 1_-__ I I----- I----- I-- --- I ------------ 1------- I---------- I------ I I I I I I ---- - - I ---- I ----1 •----_--- I - 1 -•--_- I _...__... _ I ----------- I I --- I ----- I ----I - I I I I 1 I I 11244. 61 I 1 I I I I Assumed Data i i 514. 00 1 1 I 1038. 71 I I I -..--___-- I _----- I I ---- I ---- I ---- I 32. 2 1 I ......................... . ...... . ....... . ............... . .......-.--. ------ I 1 - 11 - I - - 1 - -I CONFLUENCE I TC#1= 37. 9 TC#2-= 32. TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I 1 ANALYSIS 1 0#1=2001. 1 Q#2=1244. 6 043= 0. 0 Q#4= 0. 0 045= 0. 01 1 I i CONFLUENCE I I FOR POINT# I I#1= 1. 98 I#2= 2. 18 I#3= 0. 00 I#4= 0. 00 i#5= 0. 001 I I I 0=3129. 7 I 1 514. 00 1 01 =3129. 7 02 =2944. 5 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1 - 1 -1 I I I ..._.__...__.___________ 1 _____. 1 __-- I -. I -----. I ----.--_- 1 _....._...____. 13129. 71 . 00621D= 14. 0120. 1 1 1300 1 1. 1 1 I n=. 0150 Dn= 6. 5 I I I I 1 I I 1 I I 1 I I I I Z= 1. 5 Fr= 1. 64 •--._..._._----.__.______._ 1 __-- I---- 1 ____-_-_ 1 - 1 __.__.- 1 - 1 I ---_-- 1 -- I ----- I ----l ---- I I 1 CONFLUENCE I TC#1= 39. 0 TC#2= 0. 0 TC:#3'= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I ANALYSIS I 0:41=3129. 7 0#2= 0. 0 043= 0. 0 044= 0. 0 0#5= 0. 01 I I I CONFLUENCE I I FOR POINT# I I#1= 1. 94 142= 0. 00 i#3= 0. 00 144= 0. 00 I#5= 0. 00 1 I I I 0=3129. 7 I 516. 00 ! 01 =3129. 7 02 = 0. 0 03 =• 0. 0 04 = 0. 0 05 = 0. 01 ---- I ----I I ---- f --- -_ _- I ----I ----1 1 ------- 1 ---- I ---••---_ 1 --_---- I I ----.---- I ----- I I I I I ----- I -_-_ I ____ ___ I ---•__- 1 1 - _ I _..... ---- I ..._.._ - 1 - --------- I _---- I ---- I I - I ---- 1 ---- I -- 1 ---- I ----- I ------ I . 01791 1 12900121. 31 I INITIAL SUBAREA 515. 00 1 1 I 5 I 77. 612. 791 . 7371159. 81 - - _.-.-_-..._- I -..--•----- I ----- 1 ---- 1----- I 21. 3 1 I { -- 1 ---- 1 ---- I --I --_-_ I ___.-- I _...____.__. 1 159. 8 I . 0144 1 D= 48. " 115. 2 11600 1 1. 81 I n=. 0130 Dn= 3. 1 1 ---- 1 - 1 -- _-_ 1 -----.-... 1 _-_____ I __ ... - I _._._.__ 1 -- 1 ----- I ---- I--_ I - 1 CONFLUENCE I TC#1= 39. 0 TC#2= 23. 0 TC:'03== 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I ANALYSIS I 0#1=3129. 7 0#2= 159. 8 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I i CONFLUENCE I I FOR POINT# I I#1= 1. 94 I#2= 2. 66 I#3= 0. 00 i#4= 0. 00 I#5= 0. 001 I 1 i Q=3246. 2 I I 516. 00 1 01 =3246. 2 02 =2008. 7 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- I---- I I I I ----- I ---_ I ---- I 1 ----- 1 -.-•-- 1 -_-...--- 1 ---_•--- I ------- I ---- I ---- 1 I I 1 I I1 - 11 - 1 - _....._.___ 13246. 21 . 00541B= 16. 0119. 2113001 1. 1 1 I n=. 0150 Dn= 6. 51 I I I 1 I 1 I 1 I I 1 1 I 1 1 Z= 1. 5 Fr= 1. 56 1 ► I ' STUDY NAME: iy r ,G/VT(^/ A Ch4.4^'' L-- y I CALCULATED BY: 457/6"/ I CHECKED BY: 100. 0 •YEAR STORM 1-HOUR RAINFALL (inch) _= 1. 50; :INTENSITY SLOPE = . 6000 1 PAGE NUMBER 4 OF 7 i --- - --- EADVANCED ENGINEERING SOFTWAR E7 I CONCENTRATION I SOI I_ I DEV. 1 AREA 1 ]: 1 C 1 0 I C! I SLOPE I SECTION I V I PATH I T I Tc I HYDRAULICS POINT NUMBER I 'TYPE I TYPE I (ACRES) I irl/h 1 I (SUB) 1 TOTAL I ft/ft 1 1 fps. I ft. 1 ricin. I min. I AND NOTES I - - _.. - --- 1 ---- 1 - - -- I --__- - I _ _ - - 1 - __ _ 1 _- [ - _ __ 1 - __- I _ ___- - I --- -- I - ___ II___- 518. 001 1 I 2 1 47. 811. 931 . 7841 7:L. 6 1 -_._..___._.__.. 1 _..__.__.__ 1 1 1 1 1 40. 1 I I 1 ....._.__.._..._..._.___.__.___._-._-• I ______._ 1 __.__ 1 .___.______.- 1 _____...... 1 _.._..__-._ i ._._...__..._.._- 13317. 31 . 00771B= 16. 01219113001 1. 01 In=. 0150 Dn= 6. 0 1 I 1 1 I 1 1 1 1 1 1 I I I Z= 1. 5 Fr= 1. 84 I ...__..._...._._._.._..._-._-•---•--._ I ___.__. I -_._._ 1 ___.___._._..._._ 1 -.---....__.. 1 __.__.__ 1 - -_........__ i .___..__._.___... 1 _--•--___. 1 - ____-__.-- 1 - _..____. I ____ 1 ---- I ! CONFLUENCE I TC#1= 41. 1 TC#2= 0. 0 TC:I3=_ 0. 0 TC#k4= 0. 0 TC#5::= 0. 01 I I ! LARGEST AI`.AL-YS I S I 0-41=3317. 8 0#2= 0. 0 043= 0. 0 044= 0. 0 Q#5= 0. 01 ! I I CONFLUENCE I FOR POINT# I 341= 1 . 88 I#2= 0. 00 ]:1#;:3:== 0. 00 l #4= 0. 00 I#5= 0. 001 I I 1 Q=3317. 8 520. 001 01 =3317. 8 02 = 0. 0 03 = 0. 0 04 0. 0 05 = 0. 01 1 I 1 -_-_ 1 ---- I -- -- - _ 1 -__- 1 - - -- I -- _ - I - • - - -- i - - _ _ 1 _ --_--_ 1 ----- I I 1 -•--.-.--......._.___-.--. 1 ___-- 1 .____. 1 ___..___-_- __• I __.__.._._. i _.__.._.._._ 1 _.---•--•_-•-•_ i .___._._._-_-- 1 __._-__.--• 1 - 1 _.___._- I ___- 1 - -- 1 1 . 01661 1 12900121. 61 ! INITIAL SUBAREA I 517. 00 1 1 I 5 I 77. G12. 771 . 7361156. 11 -- ---- 1---- - 1 ------- 1 ---- 1---- 1---- 1 21. 61 I ---- --------- 1 ---- 1 ---- 1 ------- 1 ---- 1 ---- 1 ---- . 1 158. 1 1 . 012154 I D= 57. " 110. 4113001 2. 1 1 In=. 0130 Dn= 3. 81 519. 001 1 I 5 I 77. 612. C-.21 . 7301143. 2. 1 - ----- 1 --- -- 1 ------- 1 ---- 1 ---- 1 ---- 1•• 23. 71 -- I 1 .--___ I -_-.--- 1 _.__-_-____ 1 .___..._..... 1 .____.__._ 1 _...____._.._._ I 306. 41 . 016511)...- 60. " 118. 9117001 1. 51 I n=. 0130 Dn= 3. 91 520. 001 1 I :::'. I 49. 212. 521 . 3001 994 ... S......-- -- --- 1 -- -- ) 25. 21 1 -- -- 1 ____ I -_ _ __- _ I _._... _ ! ___ _ 1 _ ...-......- 1 ._..._- - - i _ _ - _ I - _ - _ I - -- I ---- I ----1 I CONFLUENCE I TC#1= 41. 1 TC#2= 25. 2 TC1:1:3= 0. 0 TC:44= 121. 0 TC#5= 0. 01 I I 1 LARGEST I ANALYSIS I 0#1=3317. 8 0#2== 405. 7 Q43=: 0. 0 u! Q114= 0. 0 0415== 0. 01 I I I CONFLUENCE I FOR POINT•# I I#1= 1.788 I#E= 2. 52} I#3= 0. 00 1#4•= 0. 00 0 I#5= 0. 0010. 01 I I I 0=3620. 3 I 520. 001 OL =3620. 3 02 =2430:7. 6 03 0. 0 04 = 0. 0 05 = 0. 0 I ---`- 1 - I I I 1 ___.__._.-.-_--•-- 1 -_-_ 1 ---- 1 _._--_-____ 1 -_..--. 1 _.._..__.__ 1 ____._..__.-- 1 ...__..._... __.- 1 _-.----_ 1 _-__-_.--_ 1 __._.._ 1 I I 1 I - - ---- --- - - 1 _-__ 1 -__- 1 ____-_-_ I __.-_-- 1 .--.____ I __.__......__ I .3620. ::; 1 . 0046 I B- 16. 0 1 .8. 7 11300 1 1. 2 1 I n=. 0150 Dn= 7. 21 I I 1 I 1 I 1 1 1 1 I I ! 1 Z= 1. 5 Fr= 1. 45 ! 522. 001 1 I 4 I 50. 711. 851 . 7311 68. 6 I ----_-.._ --- I __-___.._ 1 _----__.__ 1 ---- I ---- I ---- I 42. 31 I l ._..__.__......_.__.--•--•-______ 1 --.__- 1 -.___._ I -__--__-- 1 .____.- I ___._._ 1 - - 1 ,1683. 91 . 0062_._......_..._ ! I•;= 16. 0 120. 8 1 1300 I 1. 01 In=. 0150 Dr1= 6. 81 I I I 1 1 1 1 1 1 I I I I I Z= 1. 5 Fr= 1. 66 I : ..-•-•---...__.__.-•--•--•-_-•-- 1 _-•__-- I -_._-- 1 _._._.____._. 1 _.._..._...- 1 ___....____. 1 1 - 1 1 - 1 - - 1 1 - 1- I I I CONFLUENCE I TC#1= 43. 3 TC#2- 0. 0 T•C43= 0. 0 TC#4 0. 10 TC#5= 0. 01 I 1 I LARGEST 1 ANAL..Y r I S 1 041=3688. 9 0.42= 0. 121 U:43== 0. 0 044= 0. 0 045= 0. 01 1 I I CONFLUENCE I FOR POINT# I I41= 1. 82 C#2= 0. 00 1 #3-. 121. 00 1144= 0. 00 I#5= 0. 001 I I 1 Q=3688. 9 I 524. 001 01 =3688. 9 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 01 Ø, 01 ---- I ---- I I I 1 -- - - 1 ---- 1 1 ---- 1 --- - 1 -- --- - 1 --__ -_ 1 ------ 1 1 ---- I ! I 1 1 I I 1 1 I I I I I I I I I I I I 1 I I 1 1 1 I I I I 1 ! I 1 *DL_VE:L_.OPMENT TYPES: 1=COM, =APT. 3=M1-I, 4=CONDO, :a:='.3F ( 1/4-•-AC) , 6=SF ( 1/2--AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * s 7=c;- ( 1 --tall) _ E3=SF (E. 5-AC) , 9=UNDEV (POG R COV) , 10=UNDEV (FAIR COV) , 1 1=UNDEV (500D COV) 0, S=SPECIFIED COEFFICIENT* ...P 1 ;,,,......0, " I I 1 1 1 I STUDY NAME: YV T , , J77-N1 c/fi4ev/vE"�, I CALCULATED BY: cS/ilq 1 CHECKED BY: I 100. 0 YEAR STORM 1-HOUR RAINFALL. ( :inch) = 1. S0; INTENSITY SLOPE = . 600 1 PAGE NUMBER S OF 7 I --- CADVANCED ENGINEERING S O F T W A R E] ICONCENTRATIONISOILIDEV. I AREA I I I C 1 0 I 0 ISLOPEISECTIONI V IPATHI T I Tc I HYDRAULICS I 1 POINT NLIMBER I TYPE I TYPE: 1 (ACRES) lin/h1 ! (SUB) ! TOTAL 1 ft/ft I I fps. I ft. I min. I miry. I AND NOTES I -- -- --- __-_ I --_ - 1 - _- I - - - __- - 1 ---._. I ---_-_ 1 -----.-- I --•----- 1 -_--- I -- I -•----_ I---- I ----I I 1 I ---- --- 1 ---- I ----- I 1 ---- 1 ----- I ----_--- ! --- - - 1 --•----- 1 --•------ 1 ---- 1 ---- I ---- I 1 1 1 ___-•___.---.--.--.___.__._.___. ! _______. I -___ 1 _.____.__--- 1 _...-._.__ I __.....___ 1 _-__.__-._. 1 1 . 01691 I 12900119. 71 I INITIAL SUBAREA 521. 00 ! 1 I 4 1 77. 61 . 931 . 775117L5. 91 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- 1 19. 7 1 1 1- 11I - - 1 175. 91 . 00691D= 57. " 111. 811300I 1. 81 I n=. 0130 Dn= 3. 7 523. 00 1 1 I 4 1 77. 612. 771 . 771I165. 81 • I ------- I -- 1 ----- I ----1 ---- 1 21. 5 I I 1 .__..._..._..._-•-.----•---•-.___-- i ____ I _-.___ 1 .__..___._._.-- I .--_.--_ 1 --.._- 1 ___...__._....-- 1 341. 71 . 01311D-,- 66. " I17. 911750 1 1. 61 I n=. 0130 Dn= 4. 1 524. 00 I 1 1 2 I 52. 212. 051 . 803111t. 21 - I I ---- I ------ 1 ---- 1 ---- I 23. 2 1 I I _____ 1 _._-._.._..___ i ._.._...__._ 1 -_--__ 1 _.._..__.__.- 1 ___._._...___ 1 _-.-_---.- 1 --__.-___ 1 - I ---- I - CONFLUENCE I TC#1= 43. 3 2 TC*3= 0. 0 TC44= 0. 0 TC45== 0. 01 I I I LARGEST ANALYSIS 10 41=3688. 9 6142= 452. 9 043= 0. 0 044= 0. 0 045= 0. 01 1 I I CONFLUENCE I FOR PO I NT4 I 141= 1. 02 142= 2. 65 143.-:.- 0. 00 144= 0. 00 '145= 0. 001 I I I 0=4000. 0 I 524. 00 01 =4000. 0 02 =2,425. 7 03 -= 0. 0 Q4 = 0. 0 05 = 0. 01 ---- I - i - -- - _-_ I ---- I ----- I I -_-- I ---•_-- 1 ------ 1 --------- 1 ------- I - I ---- 1 I I I I I ----- 1 -.--___.._ 1 --_._ 1 _.__..__ 1 -•--..-_--. 1 4000. O I . 0085 I B= 16.0 1 23. 9 11300 1 . 9 1 I n=. 0150 Dn= 6. 51 f i I 1 I I 1 1 1 1 I 1 I I I Z= 1. 5 Fr= 1. 94 1 - 1 --.__-__-_ 1 _.____ 1 _..___._ I - 1 __-__.---- 1 -_.-----_ 1 --_-_-.-_ 1 _--__ I ----- I - 1 CONFLUENCE 1 TC#1= 44. 2 TC#2= 0. 0 TC43= 0. 0 TC44= 0. 0 TC#5= 0. 01 I I I LARGEST i ANALYSIS I 041=4000. 0 042= 0. 0 043= 0. 0 044= 0. 0 045= 0. 01 1 I I CONFLUENCE. I 1 FOR PO 7.NT# 1 '41= 1. 80 142= 0. 00 I43= 0. 00 1 44::= 0. 00 145= 0. 001 I I I 0=4000. 0 526. 00 1 01 =4000. 0 02 = 0. 0 03 = 0. 0 04 = iii. 0 05 = 0. 01 ----1- i ---- 1 ---- 1 1 -- -- 1 _ -_- 1 -- _ - I - -- ... - I _-_- - I I --•--- 1 I --_- 1 ----- 1 --------- I --_.--. 1 -•------ 1 ... _ ! _ ...- - _ 1 .-_-._.---_ i - ___. 1 -_---- 1 ----- I ! ___-__.._------____-- 1 _-___ I --- I -- ---- I - 1 -•__-_ 1 __._._-.__-- I 1 . 01831 I 12900121: 21 I INITIAL SUBAREA 525. 00 1 1 1 5 I 77. 612. 801 . 7381160. 21------ 1----- 1 ------- 1---- 1---- 1---- 1 21. 2 1 I __-- I ----- 1 -_. 1 --_-___ 1 -.-__-.-- 1 __.._..__-•- I 160. 21 . 01501D- 48. " I15. 5118001 1. 9 1 I n=. 0130 Dn= 3. 1 526. 00 ! 1 I 4 I 53. 712. 661 . 7671109. 41 ------ 1 ----- 1------- 1 ---- 1 ---- 1 ---- I 23. 1 1 I ---- I ----- I ---------- I -----•_ ! -..__-_ 1 - I _-_-._-_ 1 ._--_-- I I ------ I ---- I ---- I I I I CONFLUENCE I TC#1= 44. 2 TC42= 23. 1 TC#3= 0. 0 TC44= 0. 0 TC#1*5= 0. 01 I 1 I LARGEST i i ANALYSIS 1 041=4000. 0 042= 269. 7 043= 0. 0 044= 0. 0 045= 0. 01 I I i CONFLUENCE 1 1 FOR POINT# I I41= 1. 80 142= 2. 66 143= 0. 00 144= 0. 00 145= 0. 001 I 1 I 0=4182. 8 I 526. 00 1 01 =4182. 0 02 =2362. 4 03 = 0. 0 04 = 0. 0 05 = 0. 01 ---- 1---- I I I --- I ----- I I ---- 1 • _ I - 1 -_.--._-- 1 --_--- 1 -.-_-_---- I -.--- I I I I I ! --- -- -- ! ---- 1 ---- 1 I ----•-_ I .---- I _.-_..--_ 14182. 81 . 00311B= :l 8. 0 1 16. 6 1 1300 1 1. 31 I n=. 0150 Dn= 8. 3 I I I 1 I I I I I I 1 I I I IZ= 1. 5 Fr= 1. 21 ! 528. 001 1 I 4 I 53. 7 1 1. 77 1 . 726 1 69. 01 -- I I I ----I ---- I ---- I 45. 51 __ _ .. ....,... ,e.. .., ra r• i ., i _ nr.a. r�F I- s a r fl r+\ r.r\rI r ,r.l-fes_ . -n .._T. r_I'Y ,_._r\ .. | i j4) | / � 0 �U� N| � ~�, ��^^ ! | - STUDY NAME: �� } CALCULATED BY: �v � ~~~, ^ro^"-r ' '' ~__=' .. ~_. ~~.�_ ' I CHECKED BY ( | 100. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 50; INTENSITY SLOPE = . 600 | PAGE NUMBER 60F 7 | ' | ------- EADVANCED ENGINEERING SOFTWAR E] ' | | CONCENTRATION | SOIL | DEV. | AREA I I | C | Q i Q } SLOPE |SECTIONi V | PATH| T Tc I HYDRAULICS | I POINT NUMBER | TYPE \ TYPE | (ACRES) | in/h | I (SUB) 1 TOTAL | ft/ft | ifps. ) ft. | min. | min. ! AND NOTES 1 ------------- 1 ---- | ---- | ------- } ---- 1 ---- ! ----- 1 ------ 1 ----- } ------- 1 ---- 1 ----1 ---- | |' ------- | ---- | ---- | - 1 ---- | ---- | ----- | 4251. 8 | . 00461B= 18. 0 | 19. 3| 1300 | 1. 1 | | n=. 0150 Dn= 7. 51 i | ) | | | ) } 1 | I I | | Z= 1. 5 Fr= 1. 461 } ------- | ---- | ---- } ------- | ---- 1 ---- | ----- | ------ | | | ---- } ---- | ---- | | | | CONFLUENCE | TC#1= 46. 7 TC#2= 0. 0 TC#3= 0. 0 TC04= 0. 0 TC#5= 0. 01 i | | LARGEST 1 ANALYSIS 1 Q41=4251. 8 Q#2= 0. 0 Q#3= 0. 0 Q#4= 0. 0 Q#5= 0. 01 } | I CONFLUENCE I FOR POINT# I I#1= 1. 74 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 1 | | Q=4251. 8 | 530. 001 01 =4251. 8 02 = 0. 0 Q3 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- | ---- } | } ------------- | ---- 1 | ---- 1 ---- | ----- | ------ |----- | ------- | ---- i | | } | -------- | ---- \ ---- | | ---- | ---- 1 ----- } ------ } | | ---- | ---- | ---- | | | | ------------- | ---- | } ---- 1 ---- | ----- 1 | . 01481 I 12900122. 1 | ! INITIAL SUBAREA | 527. 001 1 | 5 77. 612. 731 . 735 | 155. 7 | ------ | ----- | } ---- | ----| ---- | 22. 11 | } ------------- } ---- ! ---- \ ------- | ---- | ---- | ----- | 155. 7 | . 0062 } D= 57. " | 11. 1 | 130G | 2. 0 | } n=. 0130 Dn= 3. 51 529. 001 1 | 5 \ 77. 6 | 2. 59 | . 729 | 146. 7 | ------ | ----- | - | ---- | ---- | ---- | 24. 11 | -------- } ---- | ---- | ------- | ---- } ---- | ----- | 302. 4 | . 0128 | D= 63. " | 17. 1118001 1. 8 | In=. 0130 Dn= 4. 01 530. 001 1 | 3 | 53. 7 | 2. 49 \ . 787 | 105. 1 | ------ | } | ---- | ----| ---- | 25. 81 | | ------- 1 ---- } ---- | - | ---- | ---- | ----- | ------ | ----- 1 ------- } ---- / ---- | ---- } | | | CONFLUENCE I TC#1= 46. 7 TC#2= 25. 8 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 | | I LARGEST | | ANALYSIS I 0#1=4251. 8 0#2= 407. 5 Q43= 0. 0 Q#4= 0. 0 0#5= 0. 01 I | } CONFLUENCE I | FOR POINT# I I#1= 1. 74 I#2= 2. 49 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 | | I 0=4537. 5 | 530. 001 01 =4537. 5 02 =2760. 2 03 = 0. 0 04 = 0. 0 05 = 0. 0 } ----| ---- | | | | - | ---- | ---- | - 1 ---- | ---- ! ----- } ------ | 1 -- 1 ---- i } | | | ------------- | ---- | ---- 1 ------- | ---- } ---- } ----- | 4537. 5 | . 0071 } B= 20. 0122. 9114001 1. 0 | | n=. 0150 Dn= 6. 61 I I | | / I 1 | / | | | | | Z= 1. 5 Fr= 1. 811 | 532. 001 1 ) 3 | 61. 211. 721 . 7591 79. 91 ------ 1 ----- 1 ------- | ---- 1 ---- 1 ---- | 47. 71 | | -------- ) ---- 1 1 ---- 1 ---- 1 ----- 14617. 41 . 0077 | B= 20. 0123. 6113001 . 9i | n=. 0150 Dn= 6. 61 | / } | I I } I 1 | I | | } Z= 1. 5 Fr= 1. 881 | ----- 1 ---- | ---- | ------- 1 ---- 1 ---- 1 ----- 1 ------ 1 ----- 1 ------- 1 ---- 1 ---- 1 ---- � | i | CONFLUENCE I TC#1= 48. 6 TC#2= 0. 0 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 } | | LARGEST | | ANALYSIS | 0#1=4617. 4 0#2= 0. 0 0#3= 0. 0 044= 0. 0 0#5= 0. 01 | | | CONFLUENCE } � | FOR POINT# I I#1= 1. 70 I#2= 0. 00 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 } | i 0=4617. 4 | | | 534. 001 01 =4617. 4 02 = 0. 0 03 = 0. 0 04 = 0. 0 05 = 0. 0 | ---- ! ---- | ----- | | | -------- | ---- ) ---- 1 -- i ---- } ---- | ----- | ------ | ----- | ------- | ---- } | | | | | ----- | ---- | ---- | | ---- } ---- } ----- | ! ----- } -- 1 ---- | ---- | ---- i | | | ------------- } ---- | ---- | ------- | ---- � ---- | ----- � 1 . 01341 1 12900122. 61 | INITIAL SUBAREA} } 531. 001 1 | 5 | 77. 6 | 2. 70 | . 733 } 153. 6 | ------ | | ------- 1 ---- | ---- | ---- | 22. 61 | \ -------- - ---- - - | *DEVELOPMENT TYPES: 1=COM, 2=APT, 3=MH, 4=CONDO, 5=SF ( 1/4-AC) , 6=8F ( 1/2-AC) SOIL TYPES: 1=A, 2=B, 3=C, 4=D, * `-.-,r- ' ^ -"r` o-cm- '`, =�_orl q=//mnro /rnnR rnv> ' 10=uNDEV(FAIR COV} ' 11=UNDEV (GOOD COV) 0. 5=SPECIFIED COEFFICIENT* v _ijoicin ; _.___.____._ - __�.._. I ! I I STUDY NAME: f V' T /pN7'AN4 G/f/FNNgL I CALCULATED BY: .5/45"/ I / 1 CHECKED BY: 100. 0 YEAR STORM 1-HOUR RAINFALL ( inch) = 1. 50; INTENSITY SLOPE = . 600 1 PAGE NUMBER 7 OF 7 I I ADVANCED ENGINEERING S O F T W A R E7 ICONCENTRATIONISOILlDEV. 1 AREA I I 1 C 1 u I 0 ISLOPE1SECTIONI V IPATHI T I Tc I HYDRAULICS I POINT NUMBER I TYPE I TYPE I (ACRES) I in/h I I (SUB) 1 TOTAL- I ft/ft l I fp<s. I ft. I min. I min. I AND NOTES I I ---- 1 ---- 1 I --_- I ---_-_ I ----__ 1 --_.-.-_--- 1 -----_• I --------- 1 ---- 1 ---- I I I ----l ---- 1 I ---- I ---- I I 153. 6 I . 0031 1 D= 63. " I 8. 4113001 2. 6 I ------ I n=. 0130 Dn= 4. 1 533. 00 I 1 1 5 1 77. 612. 531 . 7261142. 41 - 1 I ._- I ---_-. I - I ---_ I 25. 1 1 I ----I ---- 1 1 ---- I --- 1 1 296. 01 . 01541D- 60. " 118. 212400I 2. 2 1 1 n=. 0130 Dn= 3. 8 I 534. 00 1 1 I 3 I 70. 112. 411 . 7851132. 31 -• 1 -------- t I - I ---- I ---- ! 27. I----- -• --- I I I ----I ----I I -_-- 1 ----- 1 ----- I I 1 -- I ----- I ---- I ---- I ! !. I CONFLUENCE I TC#1= 48. 6 TC#2= 27. 3 TC#3= 0. 0 TC#4= 0. 0 TC#5= 0. 01 I I I LARGEST I I ANALYSIS I 0#1=4617. 4 0#E= 428. 3 0#3= 0. 0 0#4= 0. 0 0#5= 0. 01 I I I CONFLUENCE 1 I FOR POINT# I I#1= 1. 70 I#2= 2. 41 I#3= 0. 00 I#4= 0. 00 I#5= 0. 001 I I I 0=4920. 5 1 I 534. 00 1 01 =4920. 5 02 =3023. 2 03 = 0. 0 04 = 0. 0 05 = 0. 01 .I _--_-_ 1 -___---- I --_-_- I - 1 - I I ---- I ----l I ---- i ---- I 14920. 5 1 . 0100 I B= 20, 0126. 41 200 1 . 1 1 I n=. 0150 Dry= 6. 31 I I I I I I I 1 I I I I I I I Z= 1. 5 Fr= 2. 13 1 I I ----i ---- 1 I -- -- I ---- I I I i ---- --- I -- - - I --- - 1 ---- i I 1 I 534. 00 1 1 I 3736. 6 1 2. 41 1 I 14920. 51 { I I I I 48. 7 1 Stream Summary l I I ---- I____ l 1_____ 1 ____ i ___.__ I - I 1 I 1 1 I 1 I I I I 1 I I I I I 1 1 I I t I 1 I I I I I I i 1 I I 1 I I l I 1 I I I I I I I 1 I I I I 1 1 I I I 1 I I I I I I I I 1 I i I I I 1 I 1 1 I I I I I I I I I I I I I 1 I I I I I 1 I 1 I I I I I I I 1 I I I I I I I I 1 1 I I i I 1 I I I I i I ! I I I I 1 I I I 1 I I 1 I 1 I •• I I I I I I I { I ! I 1 1 I •1 1 I I I I 1 I 1 I I I I I 1 1 I I I I I I I I I I I ! I I I I I I I 1 I I I I ! 1 ! 1 I 1 I I I I I I I I I I l 1 I 1 I l I I i i I ( I I I I I I 1 I I I 1 I I ! 1 I I I I I I I 1 I I I I I I I I I I I I BILL MANN & ASSOCIATES Civil Engineering • Drainage Flood Control • Special Studies May 7, 1986' File: 85-20 85-25 Mr. Charles Laird Assistant Director San Bernardino County Department of Transportation/ Flood Control/Airports 825 East Third Street San Bernardino, California 92415 Subject: North Fontana Storm Drain Plan Update Dear Chuck: Enclosed are two (2) copies of the preliminary North Fontana Storm Drain Plan update for your review. The plan covers the area west of Sierra Avenue between the Devore Freeway and the West Fontana Channel . The submittal includes the overall drainage map and the computer runs based on the Rational Method. The storm drain plan is consistent with the hydrology report for the San Sevaine Creek watershed presently being reviewed by the District. The plan is also consistent with the San Sevaine Creek Water Project report presently being reviewed by the Bureau of Reclamation. Storm drains proposed along Summit Avenue and Lytle Creek Road will direct flows into the Hawker-Crawford Channel. The storm drains will direct flows into the upper spreading basins for water conservation purposes in accordance with the Bureau of Reclamation project. Directing flows into the upper basins is also cost effective. The Highland Avenue Drain and the West Fontana Channel are being considered as 100-year facilities. The remainder of the major east-west drains will be designed to handle a 25-year frequency. flow. The north-south storm drains are, sized for a 10-year storm flow. The computer runs include 10 and 25-year design flows for the east-west major laterals and 10 and 100-year design flows for the Highland Avenue Drain and the West Fontana Channel. • 1814 COMMERCENTER WEST - SUITE A • SAN BERNARDINO, CA 92408 • (714) 885-4309 • (714) 885-5418 May 7, 1986 7</, San Bernardino County Page two t Please 'contact the undersigned or Bill Shen of Hall & Foreman if there are any questions or if, any additional information is needed. Cordially, dCel-14. MANN, 1� . Consulting En neer BCM:sw Encl as noted cc: Bob Corchero, Water Resourc s City of Fontana attn: Bob Schoenborn Bob Porter Hall & Foreman attn: Hugh Foreman Bill Shen BILL MANN & ASSOCIATES Civil Engineering • Drainage — Flood Control • Special Studies • May 7, 1986 File: 85-20 85-25 Mr. Charles Laird Assistant Director San Bernardino County Department of- Transportation/ Flood Control/Airports 825 East Third Street San Bernardino, California 92415 Subject: North Fontana Storm Drain Plan Update Dear Chuck: Enclosed are two (2) copies of the preliminary North Fontana Storm Drain Plan update for your review. The plan covers the area west of Sierra Avenue between the Devore Freeway and the West Fontana Channel. The submittal includes the overall drainage map and the computer runs based on the Rational Method. The storm drain plan is consistent with the hydrology report for the San Sevaine Creek watershed presently being reviewed by the District. The plan is also consistent with the San Sevaine Creek Water Project report presently being reviewed by the Bureau of Reclamation. Storm drains proposed along Summit Avenue and Lytle Creek Road will direct flows into the Hawker-Crawford Channel. The storm drains will direct flows into the upper spreading basins for water conservation purposes in accordance with the Bureau of Reclamation project. Directing flows into the upper basins is also cost effective. The Highland Avenue Drain and the West Fontana Channel are being considered as 100-year facilities. The remainder of the major east-west drains will be designed to handle a 25-year frequency flow. The north-south storm drains are sized for a 10-year storm flow. The computer runs include 10 and 25-year design flows for the east-west major laterals and 10 and 100-year design flows for the Highland Avenue Drain and the West Fontana Channel. ERCENT'ER WEST - SUITE A • SAN BERNARDINO, CA 92408 • (714) 885-4309 • (714) 885-5418 i T May 7, 1986 San Bernardino County Page two Please contact the undersigned or Bill Shen of Hall & Foreman if there are any questions or if any additional information is needed. Cordially, I C66. (. MANN, 1� . Consulting En neer BCM:sw Encl as noted cc: Bob Corchero, Water Resources City of Fontana attn: Bob Schoenborn/ Bob Porter �/ Hall & Foreman attn: Hugh Foreman Bill Shen {