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SUB200300020 Calculations Drainage or Detention Plan and Comps. 2004-05-14
HIGHLANDS SECTION 2—C DROP INLETS DI# TYPE FIRST GUTTER SLOPE SECOND GUTTER SLOPE FIRST D.A. SECOND D.A. v 1 3 C 0.00 I 0 kcio I 0. 2,6 0 . 0 -5 t r, . i c'„ , 0 . © 1 0 , x5 ✓ 9 c • . 0o I c: . 00 I 0 .© 4 0 . 07 ✓ 10 C> c` , cl el 1 e?T . 0 so 1 0, o Q . i 3 V t Z, 3 B O. o4Z. / 1 3 35 0 . 0 4Z a . 03 k 4- s 13 . w 43 de, .. i cli V t5 38 o , 04. . • i0 4.7 tC, 3E, o , o4 co . o 7 1 '7 _3s o . • 3 _ 1 . o7 S 3/3 was 4� V/ 19 3 0. 0o i n , or) t o . 115 0 . 0`7 ✓ 2, 0 c.- 0 . COI o . CO 1x0 . 45 71 --415 . r • . 5Z '/ 3 3 ; x1023 o, � c4., �� o , 07._:3 0 . r. 5 v •Z. 5 3 C o . co I 0 . coo I ..4 o5 n • 4-z't..5 v' gc .3S m , az, z3 0 . 05 p, 7 38 « . 023 I/ Z , 3 b , oz3 I I I I I HIGHLANDS SECTION 2-C DROP INLETS (TOP) DI# STA. ELEVATION PAVEMENT DROP GUTTER DROP CURB 0.0208XW CG-6 HEIGHT TOP D.I. 1 5-r Se2 ' e) ci.3a `'f.47"'r 61 0.-i q -0.17 0.5 co. 5 14"-t' - .1� c1.. 5 6 2) t:) .. 1:5 -0.17 0.5 Cp `t. 5 Co 1+..r 04 „i 5, CP: r V 62.) o 25 -0.17 0.5 Co. 3 01 l Gr-1- I .% CG'.2- . 01 l"r.iaGa,) 0.--7' -0.17 0.5 co„z .. e;, 110 1 o-,-,44Jr 1.2- Cvv14 . - (1w. 5)(3,..: - -0.17 0.5 Cv, -. j 1 at-1 77:VP (02Z-9 02.'54) c>- (A. -0.17 0.5 /rrrrte� 6 I-a-.1i.‘110 + - 93' (12..c06)-z5 -0.17 0.5 (v2 -aI 14. 1 -1.-1 (. G. -4I(.492-* I (12.22.)0..2 -0.17 0.5 Cv2y4'1 15 104- . C.a2"�„ T p2.-15) o,a( -0.17 0.5 1 G I e7+, R . Cv :1 1 /13,(0.6.)49, 10 -0.17 0.5 1 7 \14- .3� (, (12.) 0. 2 5 -0.17 0.5 CP %S 2 � r i e) 1 14- 3„ .,1 473- Cit) o. z , -0.17 0.5 Gr. .. cif..2. l 19 1 ..0 ,e)2 Cv2 ', it I(1 ) 0r25 -0.17 0.5 42�.. 5-7 , Z© 15+x- +.4. , z boo-41 0 Z) 0. z -0.17 0.5 Gat C.? ��''� Z 3 ti-t--740# 41 4,2..0. i, ' Oz) ©.2 c,,,,' -0.17 0.5 60.20 6. fv 3 2 4 1'fit'"((49.47 6,207,. 1.-,�"S"' C12)47.2-5 -0.17 0.5 C`Z0 2 S 21-t-'L t>115 691Z ,r '3Ce tom) ©,-j,1 -0.17 0.5 (" 1, 1010 Cr1? 4,-1 1 02) x. 2.5 -0.17 0.5 Z7 2.424.-11, 11 .01&- S2 (42) c"'fe . T+.* : -0.17 0.5 tee 1 3 , Civic:" 2g 14tZe' ,rd Cf1l , (:2 '. (122 c".►' 5 -0.17 0.5 Cp(-7 j 2.c+ `1 ,.off Lti) i 1 ' r E�, -0.17 t 0.5 LPI , t -0.17 0.5 -0.17 0.5 -0.17 0.5 -0.17 0.5 -0.17 0.5 1 -0.17 0.5 I INLET NUMBER 1 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.280 ACRES C VALUE= .450 CA= 0.126 DRAINAGE AREA= 0.500 ACRES C VALUE = .600 CA= 0.300 SUM CA= 0.426 INT= 4.00 CFS= 1.704 CO= 0.000 GUTTER FLOW= 1.704 GUTTER SLOPE =0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 9.77 (ft.) 0 FT a y{ XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH= 11.60 H= 0.450 DEPTH OF WATER = 0.16 SPREAD= 7.67 C 1c‘4. TO INLET NUMBER 1 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.280 ACRES C VALUE = .450 CA= 0.126 DRAINAGE AREA= 0.500 ACRES C VALUE= .600 CA= 0.300 SUM CA= 0.426 INT= 6.50 CFS= 2.769 CO= 0.000 GUTTER FLOW= 2.769 GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE= 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 12.08 (ft.) CURB INLET IN A SUMP P EFFEC. LENGTH= 11.60 H= 0.450 DEPTH OF WATER = 0.22 SPREAD = 10.61 INLET NUMBER 5 LENGTH 4.0 STATION 10 DRAINAGE AREA= 0.070 ACRES C VALUE = .900 CA= 0.063 SUM CA= 0.063 INT= 4.00 CFS= 0.252 CO= 0.000 GUTTER FLOW= 0.252 GUTTER SLOPE = 0.0100 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.68 2.0 1.19 0.0800 3.8 1.00 3.4 0.143 0.163 )O XXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 3.4 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.25 CFS CARRYOVER= 0.00 INLET NUMBER 5 LENGTH 4.0 STATION 10 DRAINAGE AREA= 0.070 ACRES C VALUE = .900 CA= 0.063 SUM CA= 0.063 INT= 6.50 CFS= 0.410 CO= 0.000 GUTTER FLOW= 0.410 GUTTER SLOPE = 0.0100 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 2.03 2.0 0.98 0.0800 3.8 1.00 3.4 0.143 0.163 XVCXXXVOCX CURB INLET ON A CONTINUOUS GRADE 00c REQUIRED LENGTH= 4.2 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.41 CFS CARRYOVER= 0.00 INLET NUMBER 6 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.650 ACRES C VALUE = .450 CA= 0.292 SUM CA= 0.292 INT= 4.00 CFS= 1.170 CO= 0.000 GUTTER FLOW= 1.170 GUTTER SLOPE = 0.0100 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W WIT SW SW/SX Eo a S'W SE 5.29 2.0 0.38 0.0800 3.8 0.83 3.4 0.143 0.139 )000000000C CURB INLET ON A CONTINUOUS GRADE XXQQQcxCX REQUIRED LENGTH= 7.1 EFFICIENCY= 1.00 CFS INTERCEPTED= 1.17 CFS CARRYOVER= 0.00 INLET NUMBER 6 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.650 ACRES C VALUE= .450 CA= 0.292 SUM CA= 0.292 INT= 6.50 CFS= 1.901 CO= 0.000 GUTTER FLOW= 1.901 GUTTER SLOPE= 0.0100 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a SW SE 6.99 2.0 0.29 0.0800 3.8 0.71. 3.4 0.143 0.121 CURB INLET ON A CONTINUOUS GRADE REQUIRED LENGTH= 9.5 EFFICIENCY=0.97 CFS INTERCEPTED= 1.83 CFS CARRYOVER= 0.07 INLET NUMBER 9 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.040 ACRES C VALUE _ .900 CA= 0.036 DRAINAGE AREA= 0.070 ACRES C VALUE = .900 CA= 0.063 SUM CA= 0.099 INT= 4.00 CFS= 0.396 CO= 0.000 GUTTER FLOW= 0.396 GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 4.05 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXX P EFFEC. LENGTH= 11.60 H=0.450 DEPTH OF WATER =0.06 SPREAD = 2.90 C-44€C 14 To R INLET NUMBER 9 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.040 ACRES C VALUE _ .900 CA= 0.036 DRAINAGE AREA= 0.070 ACRES C VALUE = .900 CA= 0.063 SUM CA= 0.099 INT= 6.50 CFS= 0.643 CO= 0.000 GUTTER FLOW= 0.643 GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 5.63 (ft.) CURB INLET IN A SUMP XXXXXMCXXX P EFFEC. LENGTH= 11.60 H=0.450 DEPTH OF WATER = 0.08 SPREAD = 4.01 INLET NUMBER 10 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.030 ACRES C VALUE = .900 CA= 0.027 DRAINAGE AREA= 0.130 ACRES C VALUE = .900 CA= 0.117 SUM CA= 0.144 INT= 4.00 CFS= 0.576 CO= 0.000 GUTTER FLOW= 0.576 GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 6.09 (ft.) XVOOCXXXXX CURB INLET IN A SUMP XIX P EFFEC. LENGTH= 11.60 H=0.450 DEPTH OF WATER = 0.08 SPREAD = 3.72 C. t c K '170 AR)AA INLET NUMBER 10 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.030 ACRES C VALUE= .900 CA= 0.027 DRAINAGE AREA= 0.130 ACRES C VALUE _ .900 CA= 0.117 SUM CA= 0.144 INT= 6.50 CFS= 0.936 CO= 0.000 GUTTER FLOW= 0.936 GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 7.87 (ft.) CURB INLET IN A SUMP P EFFEC. LENGTH= 11.60 H= 0.450 DEPTH OF WATER =0.11 SPREAD = 5.15 INLET NUMBER 12 LENGTH 6.0 STATION 10 DRAINAGE AREA= 0.090 ACRES C VALUE= .900 CA= 0.081 SUM CA= 0.081 INT= 4.00 CFS= 0.324 CO= 0.000 GUTTER FLOW= 0.324 GUTTER SLOPE = 0.0420 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.41 2.0 1.42 0.0800 3.8 1.00 3.4 0.143 0.163 X)000X CURB INLET ON A CONTINUOUS GRADE XXX0XC REQUIRED LENGTH= 5.8 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.32 CFS CARRYOVER= 0.00 CArig c 1a.R' INLET NUMBER 12 LENGTH 6.0 STATION 10 DRAINAGE AREA= 0.090 ACRES C VALUE = .900 CA= 0.081 SUM CA= 0.081 INT= 6.50 CFS= 0.526 CO= 0.000 GUTTER FLOW= 0.526 GUTTER SLOPE = 0.0420 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a SW SE 1.69 2.0 1.18 0.0800 3.8 1.00 3.4 0.143 0.163 XXXXX0 X CURB INLET ON A CONTINUOUS GRADE XXXQQQ O REQUIRED LENGTH= 7.1 EFFICIENCY= 0.96 CFS INTERCEPTED= 0.51 CFS CARRYOVER= 0.02 INLET NUMBER 13 LENGTH 4.0 STATION 10 DRAINAGE AREA= 0.030 ACRES C VALUE = .900 CA= 0.027 SUM CA= 0.027 INT= 4.00 CFS= 0.108 CO= 0.000 GUTTER FLOW= 0.108 GUTTER SLOPE = 0.0420 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a SW SE 0.93 2.0 2.14 0.0800 3.8 1.00 3.4 0.143 0.163 CURB INLET ON A CONTINUOUS GRADE XXXXXXJx REQUIRED LENGTH= 3.7 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.11 CFS CARRYOVER= 0.00 INLET NUMBER 13 LENGTH 4.0 STATION 10 DRAINAGE AREA= 0.030 ACRES C VALUE = .900 CA= 0.027 SUM CA= 0.027 INT= 6.50 CFS= 0.175 CO= 0.000 GUTTER FLOW= 0.175 GUTTER SLOPE = 0.0420 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.12 2.0 1.79 0.0800 3.8 1.00 3.4 0.143 0.163 X)OQQx:VO XX CURB INLET ON A CONTINUOUS GRADE XXVOCXXXXX REQUIRED LENGTH= 4.5 EFFICIENCY= 0.98 CFS INTERCEPTED= 0.17 CFS CARRYOVER= 0.00 INLET NUMBER 14 LENGTH 6.0 STATION 10 DRAINAGE AREA= 0.090 ACRES C VALUE = .900 CA= 0.081 SUM CA= 0.081 INT= 4.00 CFS= 0.324 CO= 0.000 GUTTER FLOW= 0.324 GUTTER SLOPE = 0.0430 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.40 2.0 1.43 0.0800 3.8 1.00 3.4 0.143 0.163 ) XXXXXX CURB INLET ON A CONTINUOUS GRADE)0000000 001 REQUIRED LENGTH= 5.8 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.32 CFS CARRYOVER= 0.00 INLET NUMBER 14 LENGTH 6.0 STATION 10 DRAINAGE AREA= 0.090 ACRES C VALUE = .900 CA= 0.081 SUM CA= 0.081 INT= 6.50 CFS= 0.526 CO= 0.000 GUTTER FLOW= 0.526 GUTTER SLOPE =0.0430 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a SW SE 1.68 2.0 1.19 0.0800 3.8 1.00 3.4 0.143 0.163 CURB INLET ON A CONTINUOUS GRADE REQUIRED''LENGTH= 7.2 EFFICIENCY= 0.96 CFS INTERCEPTED= 0.51 CFS CARRYOVER= 0.02 INLET NUMBER 15 LENGTH 6.0 STATION 10 DRAINAGE AREA= 0.100 ACRES C VALUE _ .900 CA= 0.090 SUM CA= 0.090 INT= 4.00 CFS= 0.360 CO= 0.000 GUTTER FLOW= 0.360 GUTTER SLOPE = 0.0400 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a SW SE 1.48 2.0 1.35 0.0800 3.8 1.00 3.4 0.143 0.163 XXX500C X CURB INLET ON A CONTINUOUS GRADE )OQC Cx REQUIRED LENGTH= 6.0 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.36 CFS CARRYOVER= 0.00 INLET NUMBER 15 LENGTH 6.0 STATION 10 DRAINAGE AREA= 0.100 ACRES C VALUE _ .900 CA= 0.090 SUM CA= 0.090 INT= 6.50 CFS= 0.585 CO= 0.000 GUTTER FLOW= 0.585 GUTTER SLOPE = 0.0400 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.77 2.0 1.13 0.0800 3.8 1.00 3.4 0.143 0.163 XXXOGOC CURB INLET ON A CONTINUOUS GRADE SOX REQUIRED LENGTH= 7.3 EFFICIENCY=0.95 CFS INTERCEPTED= 0.56 CFS CARRYOVER= 0.03 INLET NUMBER 16 LENGTH 4.0 STATION 10 DRAINAGE AREA= 0.030 ACRES C VALUE = .900 CA= 0.027 SUM CA= 0.027 INT= 4.00 CFS= 0.108 CO= 0.000 GUTTER FLOW= 0.108 GUTTER SLOPE = 0.0400 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 0.94 2.0 2.12 0.0800 3.8 1.00 3.4 0.143 0.163 XXXO00000(CURB INLET ON A CONTINUOUS GRADE 3000QQc REQUIRED LENGTH= 3.6 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.11 CFS CARRYOVER= 0.00 C-k4Q.c INLET NUMBER 16 LENGTH 4.0 STATION 10 DRAINAGE AREA= 0.030 ACRES C VALUE= .900 CA= 0.027 SUM CA= 0.027 INT= 6.50 CFS= 0.175 CO= 0.000 GUTTER FLOW= 0.175 GUTTER SLOPE = 0.0400 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.13 2.0 1.77 0.0800 3.8 1.00 3.4 0.143 0.163 CURB INLET ON A CONTINUOUS GRADE XVOCXXXXXX REQUIRED LENGTH= 4.4 EFFICIENCY=0.99 CFS INTERCEPTED= 0.17 CFS CARRYOVER= 0.00 INLET NUMBER 17 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.070 ACRES C VALUE = .900 CA= 0.063 SUM CA= 0.063 INT= 4.00 CFS= 0.252 CO= 0.000 GUTTER FLOW= 0.252 GUTTER SLOPE = 0.0800 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.14 2.0 1.76 0.0800 3.8 1.00 3.4 0.143 0.163 0CXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 6.3 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.25 CFS CARRYOVER= 0.00 C 1Q �. INLET NUMBER 17 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.070 ACRES C VALUE = .900 CA= 0.063 SUM CA= 0.063 INT= 6.50 CFS= 0.410 CO= 0.000 GUTTER FLOW= 0.410 GUTTER SLOPE = 0.0800 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.36 2.0 1.47 0.0800 3.8 1.00 3.4 0.143 0.163 XXX)0000CXX CURB INLET ON A CONTINUOUS GRADE X300000000C REQUIRED LENGTH= 7.8 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.41 CFS CARRYOVER= 0.00 INLET NUMBER 18 LENGTH 10.0 STATION 10 DRAINAGE AREA= 0.340 ACRES C VALUE = .450 CA= 0.153 SUM CA= 0.153 INT= 4.00 CFS= 0.612 CO= 0.000 GUTTER FLOW= 0.612 GUTTER SLOPE = 0.0800 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.58 2.0 1.26 0.0800 3.8 1.00 3.4 0.143 0.163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXL XXXXXX REQUIRED LENGTH= 9.2 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.61 CFS CARRYOVER= 0.00 cam. ' >Th ctA INLET NUMBER 18 LENGTH 10.0 STATION 10 DRAINAGE AREA= 0.340 ACRES C VALUE = .450 CA= 0.153 SUM CA= 0.153 INT= 6.50 CFS= 0.994 CO= 0.000 GUTTER FLOW= 0.994 GUTTER SLOPE = 0.0800 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a SW SE 1.90 2.0 1.05 0.0800 3.8 1.00 3.4 0.143 0.163 CURB INLET ON A CONTINUOUS GRADE XXXXXOOXX REQUIRED LENGTH= 11.3 EFFICIENCY=0.98 CFS INTERCEPTED= 0.97 CFS CARRYOVER= 0.02 INLET NUMBER 19 LENGTH 10.0 STATION 10 DRAINAGE AREA= 0.050 ACRES C VALUE _ .900 CA= 0.045 DRAINAGE AREA= 0.070 ACRES C VALUE = .900 CA= 0.063 SUM CA= 0.108 INT= 4.00 CFS= 0.432 CO= 0.000 GUTTER FLOW= 0.432 GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 4.05 (ft.) CURB INLET IN A SUMP XXXVOCXXXX P EFFEC. LENGTH= 13.60 H= 0.450 DEPTH OF WATER = 0.06 SPREAD = 2.76 INLET NUMBER 19 LENGTH 10.0 STATION 10 DRAINAGE AREA= 0.050 ACRES C VALUE= .900 CA= 0.045 DRAINAGE AREA= 0.070 ACRES C VALUE = .900 CA= 0.063 SUM CA= 0.108 INT= 6.50 CFS= 0.702 CO= 0.000 GUTTER FLOW= 0.702 GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 5.63 (ft.) CURB INLET IN A SUMP)000000000( P EFFEC. LENGTH= 13.60 H=0.450 DEPTH OF WATER = 0.08 SPREAD = 3.82 INLET NUMBER 20 LENGTH 16.0 STATION 10 DRAINAGE AREA= 0.720 ACRES C VALUE = .450 CA= 0.324 DRAINAGE AREA= 0.520 ACRES C VALUE = .450 CA= 0.234 SUM CA= 0.558 INT= 4.00 CFS= 2.232 CO= 0.000 GUTTER FLOW= 2.232 GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 10.00 (ft.) )000000000C CURB INLET IN A SUMP)O00X0 P EFFEC. LENGTH= 19.60 H=0.450 DEPTH OF WATER =0.13 SPREAD = 6.48 C mG‹ INLET NUMBER 20 LENGTH 16.0 STATION 10 DRAINAGE AREA= 0.720 ACRES C VALUE_ .450 CA= 0.324 DRAINAGE AREA= 0.520 ACRES C VALUE = .450 CA= 0.234 SUM CA= 0.558 INT= 6.50 CFS= 3.627 CO= 0.000 GUTTER FLOW= 3.627 GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./f1.) IS 12.48 (ft.) XXX)000CXXX CURB INLET IN A SUMP XXXXXXVOCX P EFFEC. LENGTH= 19.60 H=0.450 DEPTH OF WATER = 0.19 SPREAD = 8.95 INLET NUMBER 23 LENGTH 4.0 STATION 10 DRAINAGE AREA= 0.040 ACRES C VALUE = .900 CA= 0.036 SUM CA= 0.036 INT= 4.00 CFS= 0.144 CO= 0.000 GUTTER FLOW= 0.144 GUTTER SLOPE = 0.0230 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a SW SE 1.16 2.0 1.72 0.0800 3.8 1.00 3.4 0.143 0.163 CURB INLET ON A CONTINUOUS GRADE )000 REQUIRED LENGTH= 3.4 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.14 CFS CARRYOVER= 0.00 CM e K R.),e‘ INLET NUMBER 23 LENGTH 4.0 STATION 10 DRAINAGE AREA= 0.040 ACRES C VALUE = .900 CA= 0.036 SUM CA= 0.036 INT= 6.50 CFS= 0.234 CO= 0.000 GUTTER FLOW= 0.234 GUTTER SLOPE = 0.0230 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.40 2.0 1.43 0.0800 3.8 1.00 3.4 0.143 0.163 )000000DOCX CURB INLET ON A CONTINUOUS GRADE XXXJQQOCoX REQUIRED LENGTH= 4.2 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.23 CFS CARRYOVER= 0.00 INLET NUMBER 24 LENGTH 6.0 STATION 10 DRAINAGE AREA= 0.150 ACRES C VALUE= .450 CA= 0.068 SUM CA= 0.068 INT= 4.00 CFS= 0.270 CO= 0.000 GUTTER FLOW= 0.270 GUTTER SLOPE = 0.0230 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.47 2.0 1.36 0.0800 3.8 1.00 3.4 0.143 0.163 CURB INLET ON A CONTINUOUS GRADE 300000CX REQUIRED LENGTH= 4.5 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.27 CFS CARRYOVER= 0.00 act 1-o INLET NUMBER 24 LENGTH 6.0 STATION 10 DRAINAGE AREA= 0.150 ACRES C VALUE = .450 CA= 0.068 SUM CA= 0.068 INT= 6.50 CFS= 0.439 CO= 0.000 GUTTER FLOW= 0.439 GUTTER SLOPE = 0.0230 FT/FT PAVEMENT CROSS SLOPE= 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.77 2.0 1.13 0.0800 3.8 1.00. 3.4 0.143 0.163 CURB INLET ON A CONTINUOUS GRADE 000C REQUIRED LENGTH= 5.5 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.44 CFS CARRYOVER= 0.00 INLET NUMBER 25 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.400 ACRES C VALUE= .450 CA= 0.180 DRAINAGE AREA= 0.420 ACRES C VALUE = .450 CA= 0.189 SUM CA= 0.369 INT= 4.00 CFS= 1.476 CO= 0.000 GUTTER FLOW= 1.476 GUTTER SLOPE =0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 7.85 (ft.) CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH= 11.60 H=0.450 DEPTH OF WATER = 0.15 SPREAD = 6.97 INLET NUMBER 25 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.400 ACRES C VALUE = .450 CA= 0.180 DRAINAGE AREA= 0.420 ACRES C VALUE = .450 CA= 0.189 SUM CA= 0.369 INT= 6.50 CFS= 2.399 CO= 0.000 GUTTER FLOW= 2.399 GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .001 (ft./ft.) IS 9.87 (ft.) CURB INLET IN A SUMP XVOCCXXXXX P EFFEC. LENGTH= 11.60 H=0.450 DEPTH OF WATER = 0.20 SPREAD = 9.64 INLET NUMBER 26 LENGTH 4.0 STATION 10 DRAINAGE AREA= 0.050 ACRES C VALUE = .900 CA= 0.045 SUM CA= 0.045 INT= 4.00 CFS= 0.180 CO= 0.000 GUTTER FLOW= 0.180 GUTTER SLOPE = 0.0230 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a SW SE 1.26 2.0 1.58 0.0800 3.8 1.00 3.4 0.143 0.163 XXXVOCKXXX CURB INLET ON A CONTINUOUS GRADE)000000000( REQUIREDLENGTH= 3.8 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.18 CFS CARRYOVER= 0.00 INLET NUMBER 26 LENGTH 4.0 STATION 10 DRAINAGE AREA= 0.050 ACRES C VALUE = .900 CA= 0.045 SUM CA= 0.045 INT= 6.50 CFS= 0.292 CO= 0.000 GUTTER FLOW= 0.292 GUTTER SLOPE = 0.0230 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.52 2.0 1.32 0.0800 3.8 1.00 .3.4 0.143 0.163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXMCXXXXXX REQUIRED LENGTH= 4.6 EFFICIENCY= 0.97 CFS INTERCEPTED= 0.28 CFS CARRYOVER= 0.01 INLET NUMBER 27 LENGTH 10.0 STATION 10 DRAINAGE AREA= 0.590 ACRES C VALUE = .450 CA= 0.265 SUM CA= 0.265 INT= 4.00 CFS= 1.062 CO= 0.000 GUTTER FLOW= 1.062 GUTTER SLOPE = 0.0230 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a SW SE 3.65 2.0 0.55 0.0800 3.8 0.95. 3.4 0.143 0.156 CURB INLET ON A CONTINUOUS GRADE REQUIRED LENGTH= 8.2 EFFICIENCY= 1.00 CFS INTERCEPTED= 1.06 CFS CARRYOVER= 0.00 M INLET NUMBER 27 LENGTH 10.0 STATION 10 DRAINAGE AREA= 0.590 ACRES C VALUE = .450 CA= 0.265 SUM CA= 0.265 INT= 6.50 CFS= 1.726 CO= 0.000 GUTTER FLOW= 1.726 GUTTER SLOPE = 0.0230 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 5.20 2.0 0.38 0.0800 3.8 0.84 3.4 0.143 0.140 CURB INLET ON A CONTINUOUS GRADE REQUIRED LENGTH= 10.7 EFFICIENCY=0.99 CFS INTERCEPTED= 1.71 CFS CARRYOVER= 0.01 INLET NUMBER 28 LENGTH 6.0 STATION 10 DRAINAGE AREA= 0.070 ACRES C VALUE = .900 CA= 0.063 SUM CA= 0.063 INT= 4.00 CFS= 0.252 CO= 0.000 GUTTER FLOW= 0.252 GUTTER SLOPE =0.0230 FT/FT PAVEMENT CROSS SLOPE= 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.43 2.0 1.39 0.0800 3.8 1.00 3.4 0.143 0.163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE REQUIRED LENGTH= 4.4 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.25 CFS CARRYOVER= 0.00 C ect< neo t INLET NUMBER 28 LENGTH 6.0 STATION 10 DRAINAGE AREA= 0.070 ACRES C VALUE = .900 CA= 0.063 SUM CA= 0.063 INT= 6.50 CFS= 0.410 CO= 0.000 GUTTER FLOW= 0.410 GUTTER SLOPE = 0.0230 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.72 2.0 1.16 0.0800 3.8 1.00 3.4 0.143 0.163 XXVODOCXXX CURB INLET ON A CONTINUOUS GRADE )000000000( REQUIRED LENGTH= 5.3 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.41 CFS CARRYOVER= 0.00 INLET NUMBER 29 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.400 ACRES C VALUE = .450 CA= 0.180 SUM CA= 0.180 INT= 4.00 CFS= 0.720 CO= 0.000 GUTTER FLOW= 0.720 GUTTER SLOPE= 0.0230 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 2.46 2.0 0.81 0.0800 3.8 1.00 3.4 0.143 0.163 XXXXXXXXVC CURB INLET ON A CONTINUOUS GRADE REQUIRED LENGTH= 6.8 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.72 CFS CARRYOVER= 0.00 , "1-0-ROA INLET NUMBER 29 LENGTH 8.0 STATION 10 DRAINAGE AREA= 0.400 ACRES C VALUE = .450 CA= 0.180 SUM CA= 0.180 INT= 6.50 CFS= 1.170 CO= 0.000 GUTTER FLOW= 1.170 GUTTER SLOPE = 0.0230 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 3.95 2.0 0.51 0.0800 3.8 0.93 3.4 0.143 0.154 XXXXX,XXX X CURB INLET ON A CONTINUOUS GRADE XXX XXXX REQUIRED LENGTH= 8.6 EFFICIENCY= 0.99 CFS INTERCEPTED= 1.16 CFS CARRYOVER= 0.01 s ijf illV0R1 _- _.1 : 1 "Z-r-- C 1\AAx ) 1 % Zia"... Lo--r- PeAc.. ... iii i111 TLD11-1 A G W- ----S- --A-c---1"-C"'r_ 'c.) . 1 4 141 b ► i-l1 E.. 7--g AcC..T NA o. i'l ACS/ ' 1 . © 1 /Cc-. . (PKe i1 ,13 , i .it / a. `© . 5 0 Sv- S °"--- cp • c _ AG Iii l i c, to _ m i - 3--r .=_ _ _ 1 ._ % ice ,i� } ► G- _ - �--�- "T ' etc Z> 74 L -ii 1:i_ 1 N1 P Rv % o 5 ARS o 1 '-Ac-T_ b. 33� �. A ' # '..Ac 2 . 0 e A III c. V ;7 Nr\. /vti .. + 1 )Q. t._. _ _ rn e7n _Fr,_ 58,E - Ss= IBJ VA S24, 0 11 I . ,c re ' 70 " 2.8c% I .J ou-c= 5 62 . 0 11 its 11 r 1ilk V .114 ,w 7 IllEz.V1S I1,--cYp E. . 7 ry,e , ‘,Nv ‘1A .c.-,-, .. ao..0 iii _ 0 ri,) oo-c- - 578. c 0 "-P 1 p€ CA i_c_O 1_,Ann 0 tQfL ... Q Y ( ro . 4 .-1 :46 ct ex k . 33 s S wee- go (04/ 0. it rt- 1 a2 - i •�73 (-' pIPe. t2- t ‘ ,.a Qty , Z5)/7, 40,316 2 , ®5 G-� �- Z z \i( , L (..`'1( 7Oc7) - - 'Z0 Z.S� c..-P tog_ z1 zb , 0 . ,tvo _. 0 -7 (.4iri iri(0. .c.,1. ) 4- Z „S 0 .'"- Z . Gcl 0....Q...s ?APE 20-1q ._.. Q1c3FIPe-19- Ifs ......- .., Q (9\i(7, 0 .09) " 3 • zc - 3 e 87 4 tb Q, tt-i7 ela4 C;) 7' (,,c2t)(3 . ; i1(e-).o.c) `-t- 3 =F-51 ----',- 4, ee‘t c.,. . . ... Q io z'• (1)(7, tIc..),oct\) .-\-. -eA, i s .--- . os c..--Cs F‘ 1F�-- 1S 41 Q1c) t ram =z.5--2'A = C/r0.. 6,5 0 73 ti a gcll c-- � — °I'C) fliPe- z4- Z -5 ('' X ' S5 ec:= 56 .bci) i- ct - 4 9 I . ,, _ . 10 c., _..s ,,. C) (011*\)( 7.:Y\i0, 0) ' 4 . 10 -='- �r . 7 - ecs 1� �� ,�rL '�3 - i S 4. 74- i- s ,®3 = 9 , 77_ e "\ -kms •- Z 0 , ID',P 0L o i.Cy = (.414G.'4z . 5 ci 7. S8 c- J s ,.,,, 410 ... (9, .4k.-z-17,1) A -r- '‘,,ci 4 c_,- f., 1: i P tz- . 7--G. ''' q 1 0 = 63 .CI)(1' 1)(3 I 0 1) A. k ,ck 4 ::-- a . -. 'z't c--Qs- pipe. .i (o--L s : :::,, p 7--- (0. A-4(74 :6,b0) z \ 0, C,, L. c...Q5 q,-oCl . -1.. ) Lb i 401 G .'7.X2,5 -N-' c‘,°-Ct *-7-.,. 0 7 r: 4,ti (s, a q pipe,. I x - (0 . 9)( 7, :)(9 . 04) .4_ 6 . 6 c ci Z. c,0 n , •,.! Q _41 '2.7 - -X4. ,: Lr. , ko ( , s4 7, 1)1(0 ,3E) :7- (-46 �----- -0s 1 35- 3 4 MN+ 't k (b , 917, t\(<2,.07) 4- t , A 6 1 , c't'3 e..-Q_ iti iO Ili .x y ,,:l QtO -7' 0 . eek-• c',..7 0. ei ---- t ,76 4-5 33 - 32 'i.:,41Q3 'z'r 63 i`71I 740.0. ) •3/4-- 1.4b -i- '0,4s ...1- ‘.765 E (0' lo 1.0 -Z, t� r, . ciC. r 4}' Q = ©. 47,i ®,C7 . - w9 ? ; 0,i5 +- 403 /(r °fi .___ 7 i3 c e0.s ., d -.DAM. BAs% ANI4C) E to to AN-.0‘ 6(Cn T•RE. ) QP05-1-- 0) C.fr-Vz. •1- 6. 5 cA 4 3 . 35 X c). 25 r 0 . 638 = 1 • 1 3 2- , = \ ••41- 3 a-, • . 5S7 •ps) -1- g COI .• 5:1\(0•614 0::::%) RAG - a • 59 — • 1 C'kls 8 mil Th - FRg.. (0 • z5i-4 ‘2. r= 1 -"\-. , oc.) Citx2.5 to . ve). z s7 4, ,4 4- IA ts) c._ f:,0_ T 2• 5.Z /44f 10 _ _ vtc). .r.ct LL.).-55c (S•711Z•5C, za, 07 23..07- 14-, 5 *z 5 5 C. )~5 'Foe. 12- m • DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0200 .0088 FLOW(CFS): 9.77 VELOCITY(FT/SEC): 8.9887 6.3644 LENGTH(FT): 129.11 DEPTH(FT): 0.8863 1.2165 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.24 CIRCULAR CHANNEL DIAMETER= 1.5 FT PIPE CAPACITY= 14.88906 CFS RETURN FOR ANOTHER PROBLEM-ANY OTHER KEY ENDS: V•'Ros 51-701A Di c ARS ©I1•4-r CD Ie. %d .q 0€61E. RtiVit. 3 .18 3') Pr -C,(3 .ts) 'NM 8 1e E't n -s-t°sTv.tin - zc. GQ 0 Fr 4 C, LA 1- Ci to c4 AR Q -r -ns c-E'i,+k o. 92. CR-n M . to L a C L. ' T® � I c A r1.1 i 5C> %e . n TeM C)to 7..B C-0 L.� 2 ►0 FT C Z " o,A,- rRr(2)\ ' D IS C-i--\-AG t i E: .14 -s",(sTE: q y tz \-7 c-Cs s . xx1S Liot Ai-. • Ts.); -F) 4tIc CA_LAAS CA=a- 0 A Cciai-,TrRo Pt -4-r. OA- ACS %tit. SIST€M qtoz 9 . 77 • t 0 11) $cit\-.A .G, FRo wi„ c;TV te Qt 0 .-r-•• , 1 cinT5 8" L k F r C JR1c..g r,› 4041R c:ww_ FRolkett 0.14 2. gio z 12. .049 C-.L^ _ . rA D A V D A V 592 588 4,053.47 sq.ft. 3,810.56 sq.ft. 0.09 acres 0.08 acres 590 586 1 ,975.69 sq.ft. 2,398.39 sq.ft. 0.04 acres 0.05 acres 588 584 893.55 sq.ft. 1,340.21 sq.ft. 0.02 acres 0.03 acres 586 582 240.38 sq.ft. 582.14 sq.ft. 0.00 acres 0.01 acres 580 135.22 sq.ft. 0.00 acres x / \:- . M -3-4- rF"-t t.4 Pv,t__ --D V,'"" % C..-IA V%) t -VIA' "3 DaV4A-r.. 1 rl � C IR 1 A c....e.___ ‘ o E P - oi -M ****************************************************************************** * ROUT VERSION 5 .2 ** PROJECT: BASIN 1 HIGHLANDS2C ** DATE: 05-02-2002* ****************************************************************************** STRUCTURE 1 STRUCTURE 2 STRUCTURE 3 1 : TYPE 3: RISER WEIR: 2: ELEVATION ( FT ) 0 .00 0 .00 0 .00 3: LENGTH ( FT ) 0 .00 r " 0 .00 0 .00 4: COEFFICIENT 0 .00 // 0 .00 0 .00 RISER: 5: ELEVATION ( FT ) 59O .0(Q ' 0 .00 0 .00 6: DIAMETER ( IN ) 24 .00�✓ 0 .00 0 .00 7: ORIFICE ELEVATION (FT ) 586 .0C / 0 .00 0 .00 8: ORIFICE DIAMETER ( IN ) 3 .O0V 0 .00 0 .00 9: ORIFICE ELEVATION (FT ) 0 .00 0 .00 0 .00 10: ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 11 : ORIFICE ELEVATION (FT ) 0 .00 0 .00 0 .00 12: ORIFICE DIAMETER ( IN ) 0 .00 // 0 .00 0 .00 PIPE: 13: INVERT ELEVATION ( FT ) 584 .O0t 0 .00 0 .00 14: DIAMETER ( IN ) 18 .0 OM/ Q .00 0.00 15: ORIFICE DIAMETER ( IN ) 18 .001/- �- 0 .00 1 0 .00 16: LENGTH ( FT ) 70 .00 ' 0»00 0 .00 17: MANNING 'S N .024 .000 .000 18: SLOPE ( FT/FT ) .029-00-0 .000 .000 19: ENTRANCE LOSS COEFFICIENT .5 r .0 .0 SURFACE: 20: INITIAL ELEVATION (FT ) 586 .00 STORAGE POND CHARACTERISTICS: SECTION ELEVATION AREA ( FT ) ( SQ FT ) 1 1 r585 .27 0 .00 ( CALCULATED ) 2 -C? k' - ` 586 .00 240 .0C 2. ---0 ' { "C.- 3 :Try 9 ; a. 588 .00 894 .00 ( � ( ,\ 4 6 C r' 590 .00 1 ,976 .00 i --'0,976 .000 CONTROL: RW = RISER ACTING AS A WEIR RO = RISER ACTING AS AN ORIFICE PI = HORIZONTAL PIPE IN INLET CONTROL PO = HORIZONTAL PIPE IN OUTLET CONTROL TIME INFLOW RISER TOTAL ELEV STORAGE ( MIN ) ( CFS ) ( CFS ) ( CFS ) ( FT ) ( CU FT ) 0 0 .00 0 .0 0 .00 586 .00 0 .00 1 1 .09 0 .0 0 .02 586 .13 33 .27 2 2 .18 0 .1 0 .12 586 .42 130 .89 3 3 .27 0 .2 0 .18 586 .76 285 .27 4 4 .37 0 .2 0 .24 587 .14 506 .37 5 5 .46 0 .3 0 .30 587 .53 789 .04 6 6 .55 0 .3 0 .34 587 .93 1 ,133 .65 7 7 .64 0 .4 0 .39 588 .34 1 ,540 .45 8 8 .73 0 .4 0 .44 588 .74 2 ,009 .71 9 8 .08 0 .5 0 .47 589 .11 2 ,489 .03 11 6 .77 0 .5 0 .53 589 .67 3 ,323 .62 12 6 .12 • 0 .6 0 .55 589 .89 3 ,680 .08 13 5 .46 1 .0 RW 0 .98 590 .07 3 ,991 .76 14 4 .81 2 .3 RW 2 .34 590 .19 4 ,201 .74 15 4 .16 3 .1 RW 3 .14 590 .25 4 ,297 .73 16 3 .50 3 .4 RW 3 .41 590 .26 4 ,329 .17 17 2 .85 3 .3 RW 3 .28 590 .26 4 ,314 .15 18 2 .20 2 .9 RW 2 .86 590 .23 4 ,266 .09 19 1 .54 2 .3 RW 2 .35 590 .19 4 ,202 .39 20 0 .89 1 .8 RW 1 .81 590 .15 4 ,129 .24 21 0 .24 1 .4 RW 1 .40 590 .12 4 ,066 .47 , .Piv5t NV ;)•06%-l\A *# A__ ` O ---fg C ,o M 0 d€ 1 '3, `ENA)P 1c _ PERIOD INTENSITY PEAK _ -Lt, 4 TIME OF CONCENTRATION= 8° MIN ( YEARS ) ( IN/HR ) ( GFS ) C--FACTOR=O .357 AREA= 4 .01 ACRES 2 4 .65 6 .66 5 5 .50 7 .87 10 6 .10 8 .73 25 7 .10 10 .16 50 7 .85 11 .24 100 8 .60 12 .31 / r? l r! fly f, '( HYDROGRAPH “ { 'lF TIME OF CONCENTRAT 0 = 8 .0 MIN STORM DURATION = : .0 MIN TIME Q2 Q5 010 Q25 Q50 0100 ( MIN ) ( CFS ) ( CFS ) ( CFS ) ( CFS ) ( CFS ) ( CFS ) 0 .0 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 1 .0 0 .83 0 .98 1 .09 1 .27 1 .40 1 .54 2 .0 1 .66 1 .97 2 .18 2 .54 2 .81 3 .08 3 .0 2 .50 2 .95 3 .27 3 .81 4 .21 4 .62 4 .0 3 .33 3 .94 4 .37 5 .08 5 .62 6 .16 5 .0 4 .16 4 .92 5 .46 6 .35 7 .02 7 .69 6 .0 4 .99 5 .91 6 .55 7 .62 8 .43 9 .23 7 .0 5 .82 6 .89 7 .64 8 .89 9 .83 10 .77 '0 8 .0 6 .66 7 .87 8 .73 10 .16 11 .24 12 .31 9 .0 6 .16 7 .28 8 .08 9 .40 10 .40 11 .39 10 .0 5 .66 6 .69 7 .43 8 .64 9 .56 10 .47 11 .0 5 .16 6 .11 6 .77 7 .88 8 .71 9 .55 12 .0 4 .66 5 .52 6 .12 7 .12 7 .87 8.63 13 .0 4 .17 4 .93 5 .46 6 .36 7 .03 7 .70 14 .0 3 .67 4 .34 4 .81 5 .60 6 .19 6 .78 15 .0 3 .17 3 .75 4 .16 4 .84 5 .35 5 .86 16 .0 2 .67 3 .16 3 .50 4 .08 4 .51 4 .94 17 .0 2 .17 2 .57 2 .85 3 .32 3 .67 4 .02 18 .0 1 .67 1 .98 2 .20 2 .56 2 .83 3 .10 19 .0 1 .18 1 .39 1 .54 1 .80 1 .99 2 .17 20 .0 0 .68 0 .80 0 .89 1 .03 1 .1.4.- 1 .25 21 .0 0 .18 0 .21 0 .24 0 .27 0 .30 0 .33 *************************************************************************** ► * ROUT VERSION 5 .2 ** PROJECT: BASIN 1 HIGHLANDS2C ** DATE: 05-01-2002* ****************************************************************************** STRUCTURE 1 STRUCTURE 2 STRUCTURE 3 1 : TYPE 3: RISER WEIR: 2: ELEVATION ( FT ) 0 .00 0 .00 , 0 .00 3: LENGTH ( FT ) 0 .00 0 .00 0 .00 4: COEFFICIENT 0 .00 0 .00 0 .00 RISER: 5: ELEVATION ( FT ) 590 .00 0 .00 0 .00 6: DIAMETER ( IN ) 24 .00 0 .00 0 .00 7: ORIFICE ELEVATION ( FT ) 0 .00 0 .00 0 .00 8: ORIFICE DIAMETER ( IN) 0 .00 0 .00 0 .00 9: ORIFICE ELEVATION (FT ) 0 .00 0 .00 0 .00 10: ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 11 : ORIFICE ELEVATION ( FT ) 0 .00 0 .00 0 .00 12: ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 PIPE: 13: INVERT ELEVATION ( FT ) 584 .00 0 .00 0 .00 14: DIAMETER ( IN ) 18 .00 0 .00 0 .00 15: ORIFICE DIAMETER ( IN ) 18 .00 0 .00 0 .00 16: LENGTH ( FT ) 70 .00 0 .00 0 .00 17: MANNING 'S N .024 .000 .000 18: SLOPE ( FT/FT ) .029 .000 .000 19: ENTRANCE LOSS COEFFICIENT .5 .0 .0 SURFACE: 20: INITIAL ELEVATION ( FT ) 586 .00 STORAGE POND CHARACTERISTICS: SECTION ELEVATION AREA ( FT ) ( SQ FT ) 1 585 .27 0 .00 ( CALCULATED ) 2 586 .00 240 .00 3 588 .00 894 .00 4 590 .00 1 ,976 .00 CONTROL: RW = RISER ACTING AS A WEIR RO = RISER ACTING AS AN ORIFICE PI = HORIZONTAL PIPE IN INLET CONTROL PO = HORIZONTAL PIPE IN OUTLET CONTROL TIME INFLOW RISER TOTAL ELEV STORAGE ( MIN ) (CFS ) ( CFS ) ( CFS ) ( FT ) ( CU FT ) 0 0 .00 0 .0 0 .00 586 .00 0 .00 1 1 .09 0 .0 0 .00 586 .13 33 .85 2 2 . 18 0 .0 0 .00 586 .42 131 .91 3 3 .27 0 .0 0 .00 586 .78 295 .49 4 4 .37 0 .0 0 .00 587 .18 529 .69 5 5 .46 0 .0 0 .00 587 .58 828 .69 6 6 .55 0 .0 0 .00 588 .00 1 ,192 .60 7 7 .64 0 .0 0 .00 588 .41 1 ,621 .52 8 8 .73 0 .0 0 .00 588 .82 2 ,115 .63 9 8 .08 0 .0 0 .00 589 .20 2 ,622 .22 10 7 .43 0 .0 0 .00 589 .52 3 ,089 .56 11 6 .77 0 .0 0 .00 589 .79 3 ,518 .23 12 6 .12 0 .1 RW 0 .08 590.02 3 ,907 .46 13 5 .46 1 .8 RW 1 .77 590 .19 4,202 .83 14 4 .81 3 .0 RW 3 .04 590 .28 4 ,353 .29 15 4 .16 3 .7 RW 3 .65 590 .31 4 ,418 .56 16 3 .50 3 .8 RW 3 .76 590 .32 4 ,429 .62 17 2 .85 3 .4 RW 3 .41 590 .30 4 ,393 .15 18 2 .20 2 .9 RW 2 .90 590 .27 4 ,337 .23 19 1 .54 2 .3 RW 2 .33 590 .23 4 ,272 .01 20 0 .89 1 .8 RW 1 .76 590 .19 4 ,200.54 21 0 .24 1 .3 RW 1 .32 590 .16 4 ,141 .66 ,..31 -_)Av-:: 114/ ,_SZ •A i© c �(� C.0 f1/411 J 5 a 3,� v,), C e_ tG - v... t c- ..- PERIOD F.- PERIOD INTENSITY PEAK FLOW TIME OF CONCENTRATION= 8 MIN ( YEARS ) ( IN/HR ) ( CFS ) C-FACTOR=0 .357 AREA= 4 .01 ACRES 2 4 .65 6 .66 5 5 .50 7 .87 - 10 6 .10 8 .73 25 7 .10 10 .16 50 7 .85 11 .24 100 8 .60 12 .31 HYDROGRAPH TIME OF CONCENTRATION = 8 .0 MIN STORM DURATION = 8 .0 MIN TIME Q2 Q5 010 Q25 Q50 0100 ( MIN ) ( CFS ) ( CFS ) ( CFS) ( CFS ) ( CFS ) ( CFS ) 0 .0 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 1 .0 0 .83 0 .98 1 .09 1 .27 1 .40 1 .54 2 .0 1 .66 1 .97 2 .18 2 .54 2 .81 3 .08 3 .0 2 .50 2 .95 3 .27 3 .81 4 .21 _. 4 .62 4 .0 3 .33 3 .94 4 .37 5 .08 5 .62 6 .16 5 .0 4 .16 4 .92 5 .46 6 .35 7 .02 7 .69 6 .0 4 .99 5 .91 6 .55 7 .62 8 .43 9 .23 7 .0 5 .82 6 .89 7 .64 8 .89 9 .83 10 .77 8 .0 6 .66 7 .87 8 .73 10 .16 11 .24 12 .31 9 .0 6 .16 7 .28 8 .08 9 .40 10 .40 11 .39 10 .0 5 .66 6 .69 7 .43 8 .64 9 .56 10 .47 11 .0 5 . 16 6 .11 6 .77 7 .88 8 .71 9 .55 12 .0 4 .66 5 .52 6 .12 7 .12 7 .87 8 .63 13 .0 4 .17 4 .93 5 .46 6 .36 7 .03 7 .70 14 .0 3 .67 4 .34 4 .81 5 .60 6 .19 6 .78 15 .0 3 .17 3 .75 4 .16 4 .84 5 .35 5 .86 16 .0 2 .67 3 .16 3 .50 4 .08 4 .51 4 .94 17 .0 2 .17 2 .57 2 .85 3 .32 3 .67 4 .02 18 .0 1 .67 1 .98 2 .20 2 .56 2 .83 3 .10 19 .0 1 .18 1 .39 1 .54 1 .80 1 .99 2 .17 20 .0 0 .68 0 .80 0 .89 1 .03 1 .14 1 .25 21 .0 0 .18 0 .21 0 .24 0 .27 0 .30 0 .33 HYDROGRAPH TIME OF CONCENTRATION = 8 .0 MIN STORM DURATION = 8 .0 MIN TIME Q2 Q5 010 Q25 050 0100 ( MIN ) ( GFS ) ( CFS ) ( CFS ) - ( CFS) ( CFS ) ( CFS) 0 .0 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 1 .0 0 .83 0 ,98 1 .09 1 .27 1 .40 1 .54 2 .0 1 .66 1 .97 2 .18 2 .54 2 .81 3 .08 3 .0 2 .50 2 .95 3 .27 3 .81 4 .21 4 .62 'T" •v J •JJ J . .M `4 .J/ J .VV :J .VG. 0 ..L0 5 .0 4 .16 4 .92 5 .46 6 .35 7 .02 7 .69 6 .0 4 .9A 5 .91 6 .55 7 .62 8 .43 9 .23 7 .0 5 .82 6 .89 7 .64 8 .89 9 .83 10 .77 8 .0 6 .66 7 .87 8 .73 10 . 16 11 .24 12 .31 9 .0 6 .16 7 .28 8 .08 9 .40 10 .40 11 .39 10 .0 5 .66 6 .69 7 .43 8 .64 9 .56 10 .47 11 .0 5 .16 6 .11 6 .77 7 .88 8 .71 9 .55 12 .0 4 .66 5 .52 6 .12 7 .12 7 .87 8 .63 13 .0 4 .17 4 .93 5 .46 6 .36 7 .03 7 .70 14 .0 3 .67 4 .34 4 .81 5 .60 6 .19 6 .78 15 .0 3 .17 3 .75 4 .16 4 .84 5 .35 5 .86 16 .0 2 .67 3 .16 3 .50 4 .08 4 .51 4 .94 17 .0 2 .17 2 .57 2 .85 3 .32 3 .67 4 .02 18 .0 1 .67 1 .98 2 .20 2 .56 2 .83 3 .10 19 .0 1 .18 1 .39 1 .54 1 .80 1 .99 2.17 20 .0 0 .68 0 .80 0 .89 1 .03 1 .14 1 .25 21 .0 0 .18 0 .21 0 .24 0 .27 0 .30 0 .33 *****************************************************************************. * ROUT VERSION 5 .2 ** PROJECT: BASIN 1 HIGHLANDS2C ** DATE: 05-01--2002* ****************************************************************************** STRUCTURE 1 STRUCTURE 2 STRUCTURE 3 1 : TYPE 3: RISER WEIR: 2: ELEVATION ( FT ) 0 .00 0 .00 0 .00 3: LENGTH ( FT ) 0 .00 0 .00 0 .00 4 : COEFFICIENT 0 .00 0 .00 0 .00 RISER: 5: ELEVATION ( FT ) 590 .00 0 .00 0 .00 6: DIAMETER ( IN ) 24 .00 0 .00 0 .00 7: ORIFICE ELEVATION (FT ) 0 .00 0 .00 0.00 8: ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 9: ORIFICE ELEVATION ( FT ) 0 .00 0 .00 0 .00 10: ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 11 : ORIFICE ELEVATION (FT ) 0 .00 0 .00 0 .00 12: ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 PIPE: 13: INVERT ELEVATION ( FT ) 584 .00 0 .00 0 .00 14: DIAMETER ( IN ) 18 .00 0 .00 0 .00 15: ORIFICE DIAMETER ( IN ) 18 .00 0 .00 0 .00 16: LENGTH ( FT ) 70 .00 0 .00 0 .00 17: MANNING 'S N .024 .000 .000 18: SLOPE ( FT/FT ) .029 .000 .000 19: ENTRANCE LOSS COEFFICIENT .5 .0 .0 SURFACE: 20: INITIAL ELEVATION (FT ) 586 .00 STORAGE POND CHARACTERISTICS: SECTION ELEVATION AREA ( FT ) ( SQ FT ) 1 585 .27 0 .00 ( CALCULATED ) 2 586 .00 240 .00 3 588 .00 894 .00 4 590 .00 1 ,976 .00 CONTROL: RW = RISER ACTING AS A WEIR RO = RISER ACTING AS AN ORIFICE PI = HORIZONTAL PIPE IN INLET CONTROL PO = HORIZONTAL PIPE IN OUTLET CONTROL TIME INFLOW RISER TOTAL ELEV STORAGE ( MIN ) ( CFS ) ( CFS ) ( CFS ) ( FT ) ( CU FT ) 0 0 .00 0 .0 0 .00 586 .00 0 .00 1 1 .54 0 .0 0 .00 586 . 18 48 .21 2 3 .08 0 .0 0 .00 586 . 55 186 .45 4 6 . 16 0 .0 0 .00 587 .48 746 .10 5 7 .69 . 0 .0 0 .00 587 .97 1 ,166 .37 6 9 .23 0 .0 0 .00 588 .46 1 ,678 .26 7 10 .77 0 .0 0 .00 588 .95 2 ,281 .94 8 12 .31 0 .0 0 .00 589 .45 2 ,977 .56 9 11 .39 0 .0 0 .00 589 .90 3 ,'694 .87 10 10 .47 2 .5 RW 2 .52 590 .24 4 ,294 .21 11 9 .55 5 .9 RW 5 .90 590 .43 4 ,636 .40 12 8 .63 7 .6 RW 7 .62' 590 .51 4 ,787 .53 13 7 .70 7 .9 RW 7 .93 590 .52 4 ,813 .72 14 6 .78 7 .5 RW 7 .46 590 .50 4 ,773 .37 15 5 .86 6 .7 RW 6 .69 590 .47 4 ,706 .65 16 4 .94 5 .8 RW 5 .83 590 .43 4 ,630 .11 17 4 .02 5 .2 RW 5 .17 590 .39 4 ,568 .50 18 3 .10 4 .4 RW 4 .40 590 .35 4 ,494 .45 19 2 .17 3 .6 RW 3 .59 590 .31 4 ,412 .31 20 1 .25 2 .8 RW 2 .78 590 .26 4 ,323 .53 21 0 .33 2 .0 RW 1 .97 590 .21 4 ,228 .01 r---)A, i 1-`-1 -14-- ' \ a `Cr Q � F I, b4 A L 1-_) r-t cl Ck e.-g-- 'To ‘ " cti c) ~tee , --c-b¶ D* r 6°10 0 PERIOD INTENSITY PEAK FLOW TIME OF CONCENTRATION= 12 MIN (YEARS ) ( IN/HR ) ( CFS ) C--FACTOR=O ,359 AREA= 12 .36 ACRES 2 3 .85 17 .08 5 4 .65 20 .63 10 5 .20 23 .07 25 6 .15 27 .29 50 6 .75 29 .95 100 7 .50 33 .28 HYDROGRAPH TIME OF CONCENTRATION =12 .0 MIN STORM DURATION =12 .0 MIN TIME 02 05 010 025 050 0100 ( MIN ) ( CFS) ( CFS ) ( CFS ) ( CFS) ( CFS) ( CFS ) 0 .0 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 1 .0 1 .42 1 .72 1 .92 2 .27 2 .50 2 .77 2 .0 2 .85 3 .44 3 .85 4 .55 4 .99 5.55 3 .0 4 .27 5 .16 5.77 6 .82 7 .49 8.32 4 .0 5 .69 6 .88 7 .69 9 .10 9 .98 11 .09 5 .0 7 .12 8 .60 9 .61 11 .37 12 .48 13 .87 6 .0 8 .54 10 .32 11 .54 13 .64 14 .98 16 .64 7 .0 9 .97 12 .04 13 .46 15.92 17 .47 19 .41 8 .0 11 .39 13 .76 15 .38 18 .19 19 .97 22 .19 9 .0 12 .81 15 .47 17 .31 20 .47 22 .46 24 .96 10 .0 14 .24 17 .19 19 .23 22 .74 24 .96 27 .73 11 .0 15 .66 18 .91 21 .15 25 .01 27 .46 30 .51 12 .0 17 .08 20 .63 23 .07 27 .29 29 .95 33 .28 13 .0 16 .23 19 .60 21 .92 25 .93 28.46 31 .62 14 .0 15 .38 18 .57 20 .77 24 .57 26.96 29.96 15 .0 14 .53 17 .54 19 .62 23 .20 25 .47 28 .30 16 .0 13 .67 16 .51 18 .47 21 .84 23 .97 26 .64 17 .0 12 .82 15 .49 17 .32 20 .48 22 .48 24 .98 18 .0 11 .97 14 .46 16 .17 19 .12 20 .98 23 .32 19 .0 11 .12 13 .43 15 .01 17 .76 19.49 21 .65 f : 20 .0 10 .26 12 .40 13 .86 16 .40 17 .99 19 .99 21 .0 9 .41 11 .37 12 .71 15 .03 16 .50 18 .33 22 .0 8 .56 10 .34 11 .56 13 .67 15 .01 16 .67 23 .0 7 .71 9 .31 10 .41 12 .31 13 .51 15 .01 24 .0 6 .85 8 .28 9 .26 10.95 12 .02 13 .35 25 .0 6 .00 7.25 8 .11 9 .59 10 .52 11 .69 26 .0 5 .15 6 .22 6 .95 8 .22 9 .03 10 .03 27 .0 4 .30 5 .19 5 .80 6 .86 7 .53 8 .37 28 .0 3 .44 4 .16 4 .65 5 .50 6 .04 6 .71 29 .0 2 .59 3 .13 3 .50 4 .14 4 .54 5 .05 30 .0 1 .74 2 .10 2 .35 2 .78 3 .05 3 .39 31 .0 0 .89 1 .07 1 .20 1 .42 1 .55 1 .73 32 .0 0 .03 0 .04 0 .05 0 .05 0 .06 0 .07 ****************************************************************************** * ROUT VERSION 5 .2 ** PROJECT : BASIN2 HIGHLAND2-C ** DATE: 05-21-2002* Huu I uHE 1 STRUCTURE 2 STRUCTURE 3 ' 1 : TYPE 3: RISER WEIR: 2: ELEVATION ( FT ) 0 .00 0.00 0 .00 3: LENGTH ( FT ) 0 .00 0 .00 0 .00 4: COEFFICIENT 0 .00 0 .00 0,.00 :. RISER: 5: ELEVATION ( FT ) 586 .00C 0 .00 0.00 6: DIAMETER ( IN ) 36 .0q/ 0:00 0.00 7: ORIFICE ELEVATION ( FT ) 580 .00 0 .00 0 .00 8: ORIFICE DIAMETER ( IN ) 6.0 0 .00 0 .00 9: ORIFICE ELEVATION ( FT ) 0 .00 0 .00 0 .00 10: ORIFICE DIAMETER ( IN ) 0 .00 0.00 0.00 11 : ORIFICE ELEVATION ( FT ) 0 ,000 .00 0 .00 12: ORIFICE DIAMETER ( IN) 0 .00 0.00 0.00 PIPE: 13: INVERT ELEVATION ( FT ) 580 .0 0 .00 0 .00 14: DIAMETER ( IN) 24 .00✓ ' '- 0 .00 0 .00 15: ORIFICE DIAMETER ( IN) 14 .00 , 0 .00 0 .00 16: LENGTH ( FT ) 54 .00t„. .7 0.00 0 .00 17: MANNING 'S N .013 .000 .000 18: SLOPE ( FT/FT ) .037 .000 .000 19: ENTRANCE LOSS COEFFICIENT .5 '?, .0 .0 SURFACE: 20: INITIAL ELEVATION ( FT ) 580.00 STORAGE POND CHARACTERISTICS: SECTION ELEVATION AREA ( FT ) ( SO FT ) 1 579 .40 0 .00 (CALCULATED ) 2 580 .00 135 .00 k 3 582 .00 582 .00 4 584 .00 1 ,340 .00 5 586 .00 2 ,398 .00 6 588 .00 3,810 .00 CONTROL: RW = RISER ACTING AS A WEIR RO = RISER ACTING AS AN ORIFICE PI = HORIZONTAL PIPE IN INLET CONTROL PO = HORIZONTAL PIPE IN OUTLET CONTROL TIME INFLOW RISER TOTAL ELEV STORAGE ( MIN ) ( CFS ) ( CFS ) ( CFS ) ( FT ) ( CU FT ) 0 0.00 0 .0 0 .00 580.00 0 .00 1 1 .92 0 .2 0 .18 580 .30 51 .75 2 3.85 0 .7 0.69 580 .82 198 .56 3 5 .77 1 .0 0 .97 581 .37 437 .07 4 7 .69 1 .2 1 .22 581 .92 771 .65 5 9 .61 1 .5 1 .45 582 .49 1 ,207 .71 6 11 .54 1 .7 1 .66 583 .05 1 ,746 .24 7 13 .46 1 .9 1 .86 583 .62 2 ,388.04 8 15 .38 2 .1 2 .05 584 .18 3 ,133 .71 9 17 .31 2 .2 2 .23 584 .74 3 ,983 .81 10 19 .23 2 .4 2 .41 585 .30 4 ,938.78 11 21 .15 2 .6 2 .58 585 .86 6 ,007 .00 12 23 .07 8 .6 RW 8 .62 586 .33 6,981 .70 13 21 .92 13 .2 PI 13 .20 586 .64 7 ,682 .30 14 20 .77 13 ,5 PI 13 .48 586 .85 8 ,163 .11 15 19 .62 13 ,7 PI 13 .68 587 .01 8 ,536 .17 16 18.47 13 .8 PI 13 .84 587 .13 8 ,833 .63 17 17 .32 14 .0 PI 13 .96 587 .22 9 ,058.06 18 16 .17 14 .0 PI 14 .04 587 .28 9 ,212 .06 19 15 .01 14 .1 PI 14 .08 587 .32 9 ,297 .81 20 13 .86 14 .1 PI 14 .09 587 .32 9 ,319 .08 21 12 .71 14 .1 PI 14 .07 587 .30 9 ,270 .41 22 11 .56 14 .0 PI 14 .01 587 .26 9 ,154 .82 23 10 .41 13 .9 PI 13 .92 587 .19 8 ,976 .67 24 9..26 • 13 .8 PI 13 .79 587 .09 8 ,740 .93 25 8 .11 13 .6 PI 13 .64 586 .97 8 ,452 .18 26 6 .95 13 .4 PI 13 .45 586 .83 8 ,111 .15 27 5 .80 13 .2 PI 13 .22 586 .66 7 ,717 .15 28 4 .65 12 .6 RW 12 .57 586 .46 7 ,272 .54 29 3 .50 7 .7 RW 7 .66 586 .29 6 ,903 .58 30 2 .35 5 .3 RW ' 5 .29 586 .19 6 ,687 .43 31 1 .20 3 .8 RW 3 .81 586 .11 6 ,518 .48 32 0 .05 2 .8 RW 2 .80 586 .03 6 ,354 .71 "F; k7,4,t.- -Oa,' IC.,1%k.) ****************************************************************************** * ROUT VERSION 5 .2 ** PROJECT: BASIN2 HIGHLAND 2C ** DATE; 05-21-2002* ****************************************************************************** STRUCTURE 1 STRUCTURE 2 STRUCTURE 3 1 : TYPE 3: RISER WEIR: 2: ELEVATION ( FT) 0 .00 0 .00 0 .00 3: LENGTH ( FT ) 0 .00 0.00 0 .00 4: COEFFICIENT 0 .00 0 .00 0 .00 RISER: 5: ELEVATION ( FT ) 586 .00 0 .00 0.00 6: DIAMETER ( IN) 36 .00 0 .00 0 .00 7: ORIFICE ELEVATION (FT ) 580 .00 0 .00 0 .00 8: ORIFICE DIAMETER ( IN) 6 .00 0 .00 0 .00 9: ORIFICE ELEVATION (FT ) 0 .00 0 .00 0.00 10: ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 11 : ORIFICE ELEVATION ( FT ) 0 .00 0 .00 0 .00 12: ORIFICE DIAMETER ( IN) 0 .00 0 .00 0.00 PIPE: 13: INVERT ELEVATION ( FT ) 580.00 0 .00 0.00 14: DIAMETER ( IN ) 24 .00 0 .00 0 .00 15: ORIFICE DIAMETER ( IN ) 13 .00 0 .00 0 .00 16: LENGTH ( FT ) 54 .00 0 .00 0 .00 17: MANNING 'S N .013 .000 .000 18: SLOPE ( FT/FT ) .037 .000 .000 19: ENTRANCE LOSS COEFFICIENT .5 .0 .0 SURFACE: 20: INITIAL ELEVATION (FT ) 580 .00 STORAGE POND CHARACTERISTICS: SECTION ELEVATION AREA ( FT ) ( SQ FT) 1 579 .40 0 .00 ( CALCULATED ) 2 580 .00 135.00 3 582 .00 582 .00 4 584 .00 1 ,340 .00 5 586 .00 2 ,398 .00 6 588 .00 3 ,810 .00 CONTROL: RW = RISER ACTING AS A WEIR RO = RISER ACTING AS AN ORIFICE PI = HORIZONTAL PIPE IN INLET CONTROL PO = HORIZONTAL PIPE IN OUTLET CONTROL TIME INFLOW RISER TOTAL ELEV STORAGE ( MIN ) ( GFS ) ( CFS ) ( CFS ) ( FT ) (CU FT ) 0 0.00 0 .0 0 .00 580 .00 0 .00 1 2 .77 0 .3 0 .28 580 .40 73.92 2 5 .55 0 .8 0 .81 581 .05 287 .22 3 8 .32 1 .1 1 .14 581 .73 642 .25 4 11 .09 1 .4 1 .42 582 .42 1,145 .95 5 13 .87 1 .7 1 .68 583 .10 1 ,799.97 6 16 .64 1 .9 1 .92 583 .79 2 ,605 .52 7 19 .41 2 .1 2 .15 584 .47 3 ,563 .66 8 22 .19 2 .4 2.36 585 .15 4 ,675 .12 9 24 .96 2 .6 2 .56 585 .82 5,934 .40 10 27 .73 • 10 .3 RW 10 .33 586 .39 7 ,112 .83 11 30 .51 11 .8 PI 11 .78 586 .87 8 ,196 .93 12 33 .28 12 .3 PI 12 .34 587 .35 9 ,388 .48 13 31 .62 12 .8 PI 12 .84 587 .81 10 ,581 .37 14 29 .96 13 .3 PI 13 .26 588 .19 11 ,646 .36 15 28 .30 13 .6 PI 13 .61 588 .52 12,588.50 16 26 .64 13 .9 PI 13 .91 588 .79 13 ,411 .61 17 24 .98 14 .1 PI 14 .15 589 .02 14 ,118 .98 18 23.32 14 .3 PI 14 .33 589.19 14 ,685.96 19 21 .65 14 .5 PI 14 .48 589 .34 15 ,147 .79 20 19 .99 14 .6 PI 14 .59 589 .45 15 ,506 .82 21 18 .33 14 .7 PI 14 .67 589 .52 15 ,765 .11 22 16.67 14 .7 PI 14 .72 589 .57 15 ,924 .83 23 15 .01 14 .7 PI 14 .74 589 .59 15 ,987 .85 24 13 .35 14 .7 PI 14 .73 589 .58 15 ,952 .52 25 11 .69 14 .7 PI 14 .69 589 .54 15 ,813 .70 26 10 .03 14 .6 PI 14 .61 589 .47 15 ,573 .61 27 8 .37 14 .5 PI 14 .51 589 .36 15 ,234 .77 28 6 .71 14 .4 PI 14 .37 589 .23 14 ,799 .13 29 5 .05 14 .2 PI 14 .20 589 .06 14 ,269 .23 30 3 .39 14 .0 PI 13 .99 588 .86 13 ,647 .40 31 1 .73 13 .8 PI 13 .75 588 .64 12 ,968.27 32 0.07 13 .5 PI 13 .47 588 .38 12 ,204 .78 D A V D A V 592 588 4,053.47 sq.ft. 3,810.56 sq.ft. 0.09 acres 0.08 acres 590 586 1 ,975.69 sq.ft. 2,398.39 sq.ft. 0.04 acres 0.05 acres 588 584 893.55 sq.ft. 1 ,340.21 sq.ft. 0.02 acres 0.03 acres 586 582 240.38 sq.ft. 582.14 sq.ft. 0.00 acres 0.01 acres 580 135.22 sq.ft. 0.00 acres Q HIGHLANDS SECTION 2-C PIPES PIPE ENGTH INVERT IN10 YEAR INVERT OUT Q cfs PIPE/CAPACIT 5 K J -4 -4V- . 0 C046. 00 (o42- 2-0 7. S CJ i .J„ 9 57- `A - 3 71 . Cva (i,41/4- 7.. .C30 (0 5 . 20 7. 8 •' 15 /1°195 1-1 z3 - iot • ©`l G `35.ao Cn i . zo 7 .56 � tis /Iz.�‘ i$- �y c 2 " i 40 .47 co `' , 1k . 00 x, 2.8 , 00 01 . cl 7 �8 /17.52.- In ) 7- G z (,0 tsi/ ' cp - 2 (0.2 . 31 633 . 0 (1"3 i - Z a 15/o . at qA - `'I E. CVS-r1A ��11�� X49. (o2, 15.E . i 8/30. 75' t fo. ; 1 03. � 8Z % ce, ► o c 02.5 121 26 • C . 015 . 0 ( 1A} . z:0 o . GC/ 151/I .Z6 w Z8 -zi 50 . S o cop 14- .0 � 1 o • Z.o 0 . 7_ 15 4/ 11.70 cl !n •••"'/ z.,cc.c. t c�J `!7, o LG 1 0 • 0 5 2. 50 o r q i s v�4.3 . FJ X5- 34, 2.7. 4 1 G►1 % , o© la . 5c ►4 t /�, r 34- 3 '2-, (31 . '5_ 0. 10 4 329 c�„�. fl t .c 3 { /� 9.'`� . w ?..-7. -N, ?..-7. -N, Co ti . 2� Ce, 7. So i �7� cA t .�/�z • ►°t`� ,v) 3Z Z �' 1 G :3,57G 7 . .'34 CGQ5 . 2.0 4.03 i i 5 "/ V2 .b2 (' 31 - 30 5S .oe G05. oo Co- .sce 7. 30i s / 7c 13 - i2 38 . '.59 Gi8 . Sc) Goo . za 1 . 03 t / co: o , ;1 � � VI- 1\ G` -,94- 1a . 0 COO'Z . ©0 t X73 t572,z 3� • HIGHLANDS SECTION 2—C PIPES PIPE LENGTH INVERT IN INVERT OUT Q cfs AR PIPE CAPACITY 22 - z1 2.4 .45 c,zci . o Gz7. z0 Z. QS 14/62..59 2c —�O g '5 : 57 ,z.7 ° cc: ` Z . z © Z • S.0 ►c1 - iP� - 1 _,5 621 . 0 cz© . za 3 . 2ot VP)- 17 G9 . 4ro z-n . © 1 , . 70 : 87 ,a re/ 14-. 1 47- 1Ca Z. . 15 6 . S � � . 7 4. 4.516'15 10..cl 1cl - 15 c3S . 79 <dis ,s Cc, ©P, . Z- 5 ►�, su/2.0 scorq 24 - Z3 . G15 tit ►4• `7© . 1 o tom" I l.2+ 2 - 1S C04 6 Co4. a® COd S. z.0 i - t-t1/2 443 05 Goa . 00 C oC, . S .► x ,77 18/ to.7qd V- 07 DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .1318 .0123 FLOW(CFS): 7.58 VELOCITY (FT/SEC): 17.0816 6.6171 LENGTH (FT): 44.00 DEPTH (FT): 0.4880 1.1022 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.04 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 23.51652 CFS PIP es DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0949 .0123 FLOW(CFS): 7.58 VELOCITY (FT/SEC): 15.1444 6.6171 LENGTH (FT): 71.68 DEPTH (FT): 0.5342 1.1022 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.08 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 19.94991 CFS P, g. 0 -I DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0376 .0123 FLOW(CFS): 7.58 VELOCITY(FT/SEC): 10.7110 6.6171 LENGTH (FT): 101.09 DEPTH (FT): 0.7005 1.1022 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.16 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 12.55807 CFS PIPE. DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0277 .0090 FLOW(CFS): 9.97 VELOCITY (FT/SEC): 10.2319 6.4382 LENGTH (FT): 108.47 DEPTH (FT): 0.8106 1.2280 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.18 CIRCULAR CHANNEL DIAMETER= 1.5 FT PIPE CAPACITY= 17.51627 CFS VI 'PE ) DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0302 .0052 FLOW(CFS): 1.94 VELOCITY(FT/SEC): 6.8640 3.6348 LENGTH (FT): 26.50 DEPTH (FT): 0.3512 0.5610 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.06 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 11.25394 CFS PIPE. - 0 DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0289 .0054 FLOW(CFS): 2.39 VELOCITY (FT/SEC): 7.1682 3.8846 LENGTH (FT): 62.31 DEPTH (FT): 0.3956 0.6263 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.14 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 11.00884 CFS • PiPr. OD, DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0852 .0205 FLOW(CFS): 16.17 VELOCITY (FT/SEC): 17.6208 9.3009 LENGTH (FT): 15.25 DEPTH (FT): 0.7727 1.4319 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.01 CIRCULAR CHANNEL DIAMETER= 1.5 FT PIPE CAPACITY= 30.7518 CFS ?r ® DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0921 .0602 FLOW(CFS): 26.79 VELOCITY(FT/SEC): 20.2619 15.1764 LENGTH (FT): 92.25 DEPTH (FT): 1.0507 1.4889 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.08 CIRCULAR CHANNEL DIAMETER= 1.5 FT PIPE CAPACITY= 31.97143 CFS DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0302 .0047 FLOW(CFS): 0.66 VELOCITY (FT/SEC): 5.0124 2.5904 LENGTH (FT): 26.48 DEPTH (FT): 0.2054 0.3261 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.09 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 11.25819 CFS Pipes. DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0747 .0049 FLOW(CFS): 0.92 VELOCITY (FT/SEC): 7.6032 2.8958 LENGTH (FT): 50.90 DEPTH (FT): 0.1937 0.3820 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.11 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 17.69775 CFS DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .1277 .0049 FLOW(CFS): 0.92 VELOCITY (FT/SEC): 9.1804 2.8958 LENGTH (FT): 137.00 DEPTH (FT): 0.1701 0.3820 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.25 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 23.14965 CFS PI PV- DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0185 .0051 FLOW(CFS): 1.48 VELOCITY (FT/SEC): 5.3351 3.3481 LENGTH (FT): 27.01 DEPTH (FT): 0.3465 0.4866 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.08 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 8.81269 CFS DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0213 .0052 FLOW(CFS): 1.93 VELOCITY (FT/SEC): 6.0480 3.6290 LENGTH (FT): 131.55 DEPTH (FT): 0.3832 0.5595 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.36 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 9.44971 CFS IPS. - z, DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .4244 .0052 FLOW(CFS): 1.78 VELOCITY(FT/SEC): 17.0336 3.5399 LENGTH (FT): 27.76 DEPTH (FT): 0.1751 0.5361 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.03 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 42.19386 CFS pvcr)e. E DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0392 .0066 FLOW(CFS): 4.03 VELOCITY (FT/SEC): 9.2511 4.7121 LENGTH (FT): 53.57 DEPTH (FT): 0.4813 0.8216 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.10 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 12.82425 CFS pi - DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0273 .0116 FLOW(CFS): 7.30 VELOCITY (FT/SEC): 9.3797 6.4451 LENGTH (FT): 55.00 DEPTH (FT): 0.7577 1.0866 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.10 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 10.69671 CFS Pt P DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .2162 .0049 FLOW(CFS): 1.03 VELOCITY (FT/SEC): 11.4189 3.0002 LENGTH (FT): 38.39 DEPTH (FT): 0.1583 0.4041 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.06 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 30.11726 CFS Pt tr) 0 -- c) DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .1232 .0052 FLOW(CFS): 1.73 VELOCITY (FT/SEC): 10.9332 3.5094 LENGTH (FT): 64.94 DEPTH (FT): 0.2333 0.5281 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.10 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 22.73394 CFS 1Y 2- r 1 DITCH CALCULATIONS: NORMAL CRITICAL LOPE (FT/FT): .0681 .0053 FLOW(CFS): 2.05 VELOCITY (FT/SEC): 9.3143 3.6979 LENGTH (FT): 26.45 DEPTH (FT): 0.2940 0.5776 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.05 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 16.89693 CFS DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0574 .0055 FLOW(CFS): 2.50 VELOCITY (FT/SEC): 9.2855 3.9429 LENGTH(FT): 83.57 DEPTH (FT): 0.3392 0.6414 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.15 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 15.52318 CFS 1:7[ 2-0 -- 1 DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0261 .0056 FLOW(CFS): 2.69 VELOCITY (FT/SEC): 7.1466 4.0420 LENGTH (FT): 30.61 DEPTH (FT): 0.4321 0.6666 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.07 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 10.47118 CFS nlf) - s DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0241 .0059 FLOW(CFS): 3.29 VELOCITY(FT/SEC): 7.3371 4.3457 LENGTH (FT): 33.15 DEPTH (FT): 0.4918 0.7404 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.08 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 10.06203 CFS PC DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0475 .0064 FLOW(CFS): 3.87 VELOCITY (FT/SEC): 9.8102 4.6331 LENGTH (FT): 69.46 DEPTH (FT): 0.4473 0.8049 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.12 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 14.11804 CFS pt2rl -�- - cie? DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0286 .0070 FLOW(CFS): 4.45 VELOCITY (FT/SEC): 8.4657 4.9200 LENGTH (FT): 27.95 DEPTH (FT): 0.5545 0.8636 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.06 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY 10.95813 CFS 47/F- 1, --1135'6 DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .1882 .0076 FLOW(CFS): 5.03 VELOCITY (FT/SEC): 17.3234 5.2100 LENGTH (FT): 38.79 DEPTH (FT): 0.3581 0.9176 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.04 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY A2,8.09875 C -71PT DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0301 .0066 FLOW(CFS): 4.10 VELOCITY (FT/SEC): 8.4436 4.7467 LENGTH (FT): 26.54 DEPTH (FT): 0.5221 0.8288 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.05 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 11.24545 CFS 1, „IF.. DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0975 .0073 FLOW(CFS): 4.74 VELOCITY (FT/SEC): 13.4554 5.0645 LENGTH (FT): 64.61 DEPTH (FT): 0.4117 0.8912 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.08 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 20.2258 CFS