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DRAINAGE ANALYSIS
Autumn Chase Subdivision Drainage Analysis Oversize Participation 10 -Year Storm - Proposed Flow - Proposed System Z E g 3 0 -) ,_ E °_' E y w w C ti ca p Z o c a a� t „ w ; Cn 3 - 3-v 3 o E cn a 3 3 c > A .a � Q Z 5 Q ° D .a � Pipe 0 EW CI1E CII W 294.02 293.89 2.50 36.30 0.36 17.94 5.92 298.82 298.46 Street 1E CI1E CI3 298.02 296.99 1.50 202.71 0.51 20.45 3.07 298.82 297.35 Pipe 0 NS CI1W JB1 298.46 298.39 293.39 293.26 3.00 34.26 0.38 36.65 7.11 298.02 297.81 1.50 35.61 1.01 8.10 1.93 Pipe 1 JB1 Cl2 298.39 297.31 293.16 292.34 3.00 133.10 0.62 38.82 7.36 297.81 296.99 1.50 162.39 0.41 8.46 2.27 Street 3E CI3 CI5 297.85 294.97 1.50 187.69 1.65 0.00 0.00 297.35 294.98 Diversion CI3 Ridge 297.35 293.00 1.16 115.00 3.78 0.00 0.11 297.35 292.41 Pipe 2 CI3 Cl2 297.35 297.31 292.49 292.34 3.00 51.50 0.29 21.21 3.00 297.66 297.66 0.67 5.00 0.00 0.00 0.00 Flume Villas Pond 297.00 293.00 3.00 76.40 5.71 33.64 1.96 297.68 297.36 PondOut Pond CI4 297.36 295.11 293.00 292.10 1.25 41.87 2.15 10.57 9.54 298.00 295.10 1.50 176.00 0.00 0.00 Overflow W CI4 Cornell W 295.10 294.59 1.50 52.81 0.97 0.00 1.61 295.11 294.59 Pipe 4 CI4 CI5 295.11 294.98 290.50 290.24 3.00 56.51 0.46 76.36 10.57 295.71 295.71 0.67 5.00 0.00 0.00 0.00 Pipe 5 CI5 RidgeOut 289.74 288.10 3.50 431.08 0.38 78.18 8.02 294.98 291.39 Overflow E CI5 Cornell E 294.97 294.60 1.00 28.61 1.29 0.00 0.21 294.98 294.60 36 RCP Ridge RidgeOut 292.41 291.39 289.97 288.70 3.00 97.88 1.30 25.76 5.10 L1 RidgeOut NCI 288.10 288.00 4.00 204.83 0.05 100.93 2.35 291.39 289.85 L2 NCI NC2 288.00 285.90 4.00 109.77 1.91 100.85 6.58 289.85 287.80 L3 NC2 Culvert 285.90 281.95 6.00 308.46 1.28 100.17 4.20 287.80 286.89 Brentwood Culvert Outfall 281.95 281.20 3.50 50.49 1.49 156.13 9.87 286.89 283.23 Pipe 3 Cl2 CI4 297.31 295.11 292.24 290.60 3.00 307.50 0.53 64.56 9.10 297.85 295.10 1.50 166.39 1.65 0.00 0.00 ) 0 0 N I c0 o 0 ti In oo co o co o.o `h M � _ . - Lo 0 to o 1 d U 80 0 O c N ° co 0M to to jo V 0 A (1) E H i a 0 co co 0 co 6 PJ 1p 40 r In E N W/ N O N o O O 0)I N p wj • I m � o o ` I m o do V O 0 0 0 0 0 N N Autumn Chase Subdivision Drainage Analysis Oversize Participation 100 -Year Storm - Proposed Flow - Proposed System 4) tr cd cC U .-a ,... E 2 E 2 - lE) 3 0 C1.� t4 z 3 �' > 3 3 Pipe 0 EW CI1E CI1 W 294.02 293.89 2.50 36.30 0.36 30.68 6.21 298.90 298.57 Street 1E CIIE CI3 298.02 296.99 1.50 202.71 0.51 30.79 3.46 298.90 297.81 Pipe 0 NS CI1W JB1 298.57 298.42 293.39 293.26 3.00 34.26 0.38 47.26 7.11 298.02 297.81 1.50 35.61 1.01 14.75 2.48 Pipe 1 JB1 Cl2 298.42 297.81 293.16 292.34 3.00 133.10 0.62 46.98 7.25 297.81 296.99 1.50 162.39 0.41 15.81 2.37 Street 3E CI3 CI5 297.85 294.97 1.50 187.69 1.65 0.00 0.00 297.81 294.98 Diversion CI3 Ridge 297.35 293.00 1.16 115.00 3.78 29.11 5.51 297.81 293.37 Pipe 2 CI3 Cl2 297.81 297.81 292.49 292.34 3.00 51.50 0.29 25.27 3.56 297.66 297.66 0.67 5.00 0.00 0.50 0.25 Flume Villas Pond 297.00 293.00 3.00 76.40 5.71 43.11 1.95 298.26 298.32 PondOut Pond CI4 298.32 295.11 293.00 292.10 1.25 41.87 2.15 11.96 10.31 298.00 295.10 1.50 176.00 2.48 2.32 Overflow W CI4 Cornell W 295.10 294.59 1.50 52.81 0.97 0.00 1.43 295.11 294.59 Pipe 4 CI4 CI5 295.11 294.98 290.50 290.24 3.00 56.51 0.46 79.34 11.20 295.71 295.71 0.67 5.00 0.00 0.00 0.00 Pipe 5 CI5 RidgeOut 289.74 288.10 3.50 431.08 0.38 82.39 8.56 294.98 291.51 Overflow E CI5 Cornell E 294.97 294.60 1.00 28.61 1.29 0.00 0.24 294.98 294.60 36 RCP Ridge RidgeOut 293.37 291.51 289.97 288.70 3.00 97.88 1.30 39.92 5.59 L1 RidgeOut NC1 288.10 288.00 4.00 204.83 0.05 119.32 2.36 291.51 290.01 L2 NC1 NC2 288.00 285.90 4.00 109.77 1.91 119.23 6.97 290.01 287.94 L3 NC2 Culvert 285.90 281.95 6.00 308.46 1.28 119.09 4.24 287.94 287.80 Brentwood Culvert Outfall 281.95 281.20 3.50 50.49 1.49 181.16 10.99 287.80 283.44 Pipe 3 Cl2 CI4 297.81 295.11 292.24 290.60 3.00 307.50 0.53 66.15 9.32 297.85 295.10 1.50 166.39 1.65 0.00 0.00 0 mo y o EE N CD CO tr2 a O M ri n CO J a C.) 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" � O N m 1. _�.. .. _ __._ . _ ....._._ d O M . rk, '' _-, N O M U 0 0 rn o N CO Autumn Chase Subdivision Drainage Analysis Oversize Participation 10 -Year Storm - Reduced Flow - 12" Reduced System a> tr a> S� g •- E L E N L C W W Ps 0 a y 0 3 3 z -, c a> Y c t „ w > Q 2 D o Q Pipe 0 EW CIIE CIIW 294.02 293.89 2.50 36.30 0.36 0.25 0.41 298.03 298.O5 Street lE CI1E CI3 298.02 296.99 1.50 202.71 0.51 0.00 0.16 298.03 297.02 Pipe 0 NS CI1W JB1 298.05 297.83 293.39 293.26 2.00 34.26 0.38 9.27 5.15 298.02 297.81 1.50 35.61 1.01 0.01 0.35 Pipe 1 JB1 Cl2 297.83 297.03 293.16 292.34 2.00 133.10 0.62 8.83 4.60 297.81 296.99 1.50 162.39 0.41 0.01 2.24 Street 3E CI3 CI5 297.85 294.97 1.50 187.69 1.65 0.00 0.00 297.02 294.98 Diversion CI3 Ridge 297.35 293.00 1.16 115.00 3.78 0.00 0.00 297.02 292.41 Pipe 2 CI3 Cl2 297.02 297.03 292.49 292.34 3.00 51.50 0.29 2.85 1.08 297.66 297.66 0.67 5.00 0.00 0.00 0.00 Flume Villas Pond 297.00 293.00 3.00 76.40 5.71 33.63 1.96 297.68 297.37 PondOut Pond CI4 297.37 295.11 293.00 292.10 1.25 41.87 2.15 10.59 9.56 298.00 295.10 1.50 176.00 0.00 0.00 Overflow W CI4 Cornell W 295.10 294.59 1.50 52.81 0.97 0.00 1.61 295.11 294.59 Pipe 4 CI4 CI5 295.11 294.98 290.50 290.24 2.00 56.51 0.46 26.26 8.33 295.71 295.71 0.67 5.00 0.00 0.00 0.00 Pipe 5 CI5 RidgeOut 289.74 288.10 2.50 431.08 0.38 28.14 5.61 294.98 291.02 Overflow E CI5 Cornell E 294.97 294.60 1.00 28.61 1.29 0.00 0.22 294.98 294.60 36 RCP Ridge RidgeOut 292.41 291.02 289.97 288.70 3.00 97.88 1.30 25.77 5.03 L1 RidgeOut NC1 288.10 288.00 4.00 204.83 0.05 51.95 2.34 291.02 289.34 L2 NCI NC2 288.00 285.90 4.00 109.77 1.91 51.94 5.16 289.34 287.35 L3 NC2 Culvert 285.90 281.95 6.00 308.46 1.28 51.81 3.85 287.35 286.18 Brentwood Culvert Outfall 281.95 281.20 3.50 50.49 1.49 127.56 8.29 286.18 282.99 Pipe 3 Cl2 CI4 297.03 295.11 292.24 290.60 2.00 307.50 0.53 14.43 4.89 297.85 295.10 1.50 166.39 1.65 0.00 0.00 0 a> o °0 1 " a cc 1 N co co co O N. h. U, cp LID 0 3 . O N fl. v C7 vi N. co _ " 1 a m r voo p N a p N U') c0 vt 6 v co U ° F ` N o • ) 4 ? © 3 ) `�1 ch J a pN N- a.. a "' CV V 42 ti fib rn a IL �NO 7 N O p O O p l ap • N a • i C7 0 , m 0 N V I Kr4i M O O 0 0 0 d N N Autumn Chase Subdivision Drainage Analysis Oversize Participation 100 -Year Storm - Reduced Flow - 12" Reduced System :4 z 8 y N 6) y 3 0 -a .a Z V y « O a) CB CCD !a .m , o Pipe 0 EW CIlE CI1 W 294.02 293.89 2.50 36.30 0.36 -1.22 0.41 298.03 298.05 Street lE CI1E CI3 298.02 296.99 1.50 202.71 0.51 0.00 0.16 298.03 297.16 Pipe 0 NS CI1 W JB 1 298.05 297.83 293.39 293.26 2.00 34.26 0.38 9.77 4.79 298.02 297.81 1.50 35.61 1.01 0.01 0.33 Pipe 1 JB1 Cl2 297.83 297.16 293.16 292.34 2.00 133.10 0.62 9.76 4.03 297.81 296.99 1.50 162.39 0.41 0.01 1.76 Street 3E CI3 CI5 297.85 294.97 1.50 187.69 1.65 0.00 0.00 297.16 294.98 Diversion CI3 Ridge 297.35 293.00 1.16 115.00 3.78 0.00 0.00 297.16 293.11 Pipe 2 CI3 Cl2 297.16 297.16 292.49 292.34 2.50 51.50 0.29 6.32 1.49 297.66 297.66 0.67 5.00 0.00 0.00 0.00 Flume Villas Pond 297.00 293.00 3.00 76.40 5.71 70.81 1.95 298.42 298.33 PondOut Pond CI4 298.33 295.18 293.00 292.10 1.25 41.87 2.15 11.97 10.31 298.00 295.10 1.50 176.00 2.42 2.12 Overflow W CI4 Cornell W 295.10 294.59 1.50 52.81 0.97 0.10 1.43 295.18 294.66 Pipe 4 CI4 CI5 295.18 294.98 290.50 290.24 2.00 56.51 0.46 31.78 10.04 295.71 295.71 0.67 5.00 0.00 0.00 0.00 Pipe 5 CI5 RidgeOut 289.74 288.10 2.50 431.08 0.38 34.50 6.91 294.98 291.15 Overflow E CI5 Cornell E 294.97 294.60 1.00 28.61 1.29 0.00 0.24 294.98 294.60 36 RCP Ridge RidgeOut 293.11 291.15 289.97 288.70 3.00 97.88 1.30 36.04 5.58 L1 RidgeOut NCI 288.10 288.00 4.00 204.83 0.05 67.62 2.35 291.15 289.52 L2 NCI NC2 288.00 285.90 4.00 109.77 1.91 67.58 5.70 289.52 287.51 L3 NC2 Culvert 285.90 281.95 6.00 308.46 1.28 67.08 3.76 287.51 287.05 Brentwood Culvert Outfall 281.95 281.20 3.50 50.49 1.49 160.84 10.09 287.05 283.27 Pipe 3 Cl2 CI4 297.16 295.18 292.24 290.60 2.00 307.50 0.53 18.36 5.79 297.85 295.10 1.50 166.39 1.65 0.00 0.00 o m tY N Ly'. CO CO ........ . ....... (0 I �� I 1 o 0 N - In 8 ,n o ap N fir if v 1 , o C6 4 lY �� .. o v a 1c.3 v- o =o c o I V o • H F5 T ° N � • o 1 4 ■ MOO O N F OD 1 k 1 1 4.. 0 )__, i 1 (,) ..s..„..,,,,,t. N O ..,a , N e V I m o 1 I I I co CV I I o 0 i ice° ([ m c F : - . > N r O (3 0 0 0 0 a) o N N Autumn Chase Subdivision Drainage Analysis Oversize Participation 106 -Year Storm - Reduced Flow - 6" Reduced System Z:' Fr Z L c c w 3 3 [ a. o o n. o> .5, 0 o g up up Pipe O EW CITE CI1W 294.02 293.89 2.50 36.30 0.36 -0.05 0.32 298.03 298.05 Street 1E CI1E CI3 298.02 296.99 1.50 202.71 0.51 0.00 0.16 298.03 297.02 Pipe 0 NS CI1W JB1 298.05 297.83 293.39 293.26 2.50 34.26 0.38 9.36 4.91 298.02 297.81 1.50 35.61 1.01 0.01 0.35 Pipe 1 JBI Cl2 297.83 297.03 293.16 292.34 2.50 133.10 0.62 9.36 4.75 297.81 296.99 1.50 162.39 0.41 0.01 2.24 Street 3E CI3 CI5 297.85 294.97 1.50 187.69 1.65 0.00 0.00 297.02 294.98 Diversion CI3 Ridge 297.35 293.00 1.16 115.00 3.78 0.00 0.00 297.02 292.44 Pipe 2 CI3 Cl2 297.02 297.03 292.49 292.34 3.00 51.50 0.29 3.22 1.34 297.66 297.66 0.67 5.00 0.00 0.00 0.00 Flume Villas Pond 297.00 293.00 3.00 76.40 5.71 33.63 1.96 297.68 297.44 PondOut Pond CI4 297.44 295.11 293.00 292.10 1.25 41.87 2.15 10.70 9.62 298.00 295.10 1.50 176.00 0.00 0.00 Overflow W CI4 Cornell W 295.10 294.59 1.50 52.81 0.97 0.00 1.61 295.11 294.59 Pipe 4 CI4 CI5 295.11 294.98 290.50 290.24 2.50 56.51 0.46 27.89 7.17 295.71 295.71 0.67 5.00 0.00 0.00 0.00 Pipe 5 CI5 RidgeOut 289.74 288.10 3.00 431.08 0.38 29.83 4.96 294.98 291.02 Overflow E CI5 Comell E 294.97 294.60 1.00 28.61 1.29 0.00 0.22 294.98 294.60 36 RCP Ridge RidgeOut 292.44 291.02 289.97 288.70 3.00 97.88 1.30 26.23 5.68 L1 RidgeOut NC1 288.10 288.00 4.00 204.83 0.05 52.25 2.35 291.02 289.34 L2 NC1 NC2 288.00 285.90 4.00 109.77 1.91 52.19 5.18 289.34 287.35 L3 NC2 Culvert 285.90 281.95 6.00 308.46 1.28 51.96 3.82 287.35 286.20 Brentwood Culvert Outfall 281.95 281.20 3.50 50.49 1.49 128.86 8.37 286.20 283.00 Pipe 3 Cl2 CI4 297.03 295.11 292.24 290.60 2.50 307.50 0.53 16.36 5.25 297.85 295.10 1.50 166.39 1.65 0.00 0.00 Autumn Chase Subdivision Drainage Analysis Oversize Participation 100 -Year Storm - Reduced Flow - 6" Reduced System a) t v z J;' L w Y 0 z c t °' y a) w > 3 oA c a o o a o> i° c o ' g ..a Ca z Ca .5 b -a cn q Pipe O EW CI1E CI1W 294.02 293.89 2.50 36.30 0.36 -1.22 0.41 298.03 298.05 Street 1E CI1E CI3 298.02 296.99 1.50 202.71 0.51 0.00 0.16 298.03 297.16 Pipe 0 NS CI1W JB1 298.05 297.83 293.39 293.26 2.00 34.26 0.38 9.77 4.79 298.02 297.81 1.50 35.61 1.01 0.01 0.33 Pipe 1 JB 1 Cl2 297.83 297.16 293.16 292.34 2.00 133.10 0.62 9.76 4.03 297.81 296.99 1.50 162.39 0.41 0.01 1.76 Street 3E CI3 CI5 297.85 294.97 1.50 187.69 1.65 0.00 0.00 297.16 294.98 Diversion CI3 Ridge 297.35 293.00 1.16 115.00 3.78 0.00 0.00 297.16 293.11 Pipe 2 CI3 Cl2 297.16 297.16 292.49 292.34 2.50 51.50 0.29 6.32 1.49 297.66 297.66 0.67 5.00 0.00 0.00 0.00 Flume Villas Pond 297.00 293.00 3.00 76.40 5.71 70.81 1.95 298.42 298.33 PondOut Pond CI4 298.33 295.18 293.00 292.10 1.25 41.87 2.15 11.97 10.31 298.00 295.10 1.50 176.00 2.42 2.12 Overflow W CI4 Cornell W 295.10 294.59 1.50 52.81 0.97 0.10 1.43 295.18 294.66 Pipe 4 CI4 CI5 295.18 294.98 290.50 290.24 2.00 56.51 0.46 31.78 10.04 295.71 295.71 0.67 5.00 0.00 0.00 0.00 Pipe 5 CI5 RidgeOut 289.74 288.10 2.50 431.08 0.38 34.50 6.91 294.98 291.15 Overflow E CI5 Cornell E 294.97 294.60 1.00 28.61 1.29 0.00 0.24 294.98 294.60 36 RCP Ridge RidgeOut 293.11 291.15 289.97 288.70 3.00 97.88 1.30 36.04 5.58 LI RidgeOut NC1 288.10 288.00 4.00 204.83 0.05 67.62 2.35 291.15 289.52 L2 NC1 NC2 288.00 285.90 4.00 109.77 1.91 67.58 5.70 289.52 287.51 L3 NC2 Culvert 285.90 281.95 6.00 308.46 1.28 67.08 3.76 287.51 287.05 Brentwood Culvert Outfall 281.95 281.20 3.50 50.49 1.49 160.84 10.09 287.05 283.27 Pipe 3 Cl2 CI4 297.16 295.18 292.24 290.60 2.00 307.50 0.53 18.36 5.79 297.85 295.10 1.50 166.39 1.65 0.00 0.00 Autumn Chase Subdivision Drainage Analysis Oversize Participation 10 -Year Storm - Reduced Flow - Proposed System tr o g U 1 g a) ‘... g a.) ,... I- 3 0 W W .... co 0 a) a) .- w >1-) 3 3 z L 3 v t a) a o o n. o> = o a a 5 M c n - <.:. Pipe 0 EW CI1E CI1 W w 294.02 293.89 2.50 36.30 0.36 0.05 0.40 298.03 298.05 Street lE CI1E CI3 298.02 296.99 1.50 202.71 0.51 0.00 0.16 298.03 297.02 Pipe 0 NS CI W JB1 298.05 297.83 293.39 293.26 3.00 34.26 0.38 9.37 4.74 298.02 297.81 1.50 35.61 1.01 0.01 0.35 Pipe 1 JB1 Cl2 297.83 297.03 293.16 292.34 3.00 133.10 0.62 9.36 4.74 297.81 296.99 1.50 162.39 0.41 0.01 2.24 Street 3E CI3 CI5 297.85 294.97 1.50 187.69 1.65 0.00 0.00 297.02 294.98 Diversion CI3 Ridge 297.35 293.00 1.16 115.00 3.78 0.00 0.00 297.02 292.43 Pipe 2 CI3 Cl2 297.02 297.03 292.49 292.34 3.00 51.50 0.29 3.22 1.54 297.66 297.66 0.67 5.00 0.00 0.00 0.00 Flume Villas Pond 297.00 293.00 3.00 76.40 5.71 33.63 1.96 297.68 297.43 PondOut Pond CI4 297.43 295.11 293.00 292.10 1.25 41.87 2.15 10.68 9.61 298.00 295.10 1.50 176.00 0.00 0.00 Overflow W CI4 Comell W 295.10 294.59 1.50 52.81 0.97 0.00 1.61 295.11 294.59 Pipe 4 CI4 CI5 295.11 294.98 290.50 290.24 3.00 56.51 0.46 27.87 6.73 295.71 295.71 0.67 5.00 0.00 0.00 0.00 Pipe 5 CI5 RidgeOut 289.74 288.10 3.50 431.08 0.38 29.92 4.61 294.98 291.02 Overflow E CI5 Cornell E 294.97 294.60 1.00 28.61 1.29 0.00 0.22 294.98 294.60 36 RCP Ridge RidgeOut 292.43 291.02 289.97 288.70 3.00 97.88 1.30 26.10 5.55 L1 RidgeOut NC1 288.10 288.00 4.00 204.83 0.05 52.25 2.35 291.02 289.34 L2 NC1 NC2 288.00 285.90 4.00 109.77 1.91 52.18 5.18 289.34 287.35 L3 NC2 Culvert 285.90 281.95 6.00 308.46 1.28 51.93 3.80 287.35 286.20 Brentwood Culvert Outfall 281.95 281.20 3.50 50.49 1.49 128.73 8.36 286.20 283.00 Pipe 3 Cl2 CI4 297.03 295.11 292.24 290.60 3.00 307.50 0.53 16.38 5.18 297.85 295.10 1.50 166.39 1.65 0.00 0.00 Autumn Chase Subdivision Drainage Analysis Oversize Participation 100 -Year Storm - Reduced Flow - Proposed System 1) t o c E a� Z 3 0 E 0) s... E 0 W w cC v"Li «S "vLi 0 o Y Z 3 v y ° t cn ' w > 3 3 c a . o o a o> 5 c o g g cn cn - . Pipe 0 EW CI1E CI1W 294.02 293.89 2.50 36.30 0.36 -0.04 0.32 298.03 298.05 . Street 1E CIUE CI3 298.02 296.99 1.50 202.71 0.51 0.00 0.16 298.03 297.02 Pipe 0 NS CI1W JB1 298.05 297.83 293.39 293.26 3.00 34.26 0.38 9.37 4.74 298.02 297.81 1.50 35.61 1.01 0.01 0.33 Pipe 1 JB1 Cl2 297.83 297.04 293.16 292.34 3.00 133.10 0.62 9.36 4.37 297.81 296.99 1.50 162.39 0.41 0.01 1.76 Street 3E CI3 CI5 297.85 294.97 1.50 187.69 1.65 0.00 0.00 297.02 294.98 Diversion CI3 Ridge 297.35 293.00 1.16 115.00 3.78 0.00 0.00 297.02 293.11 Pipe 2 CI3 Cl2 297.02 297.04 292.49 292.34 2.50 51.50 0.29 4.69 2.15 297.66 297.66 0.67 5.00 0.00 0.00 0.00 Flume Villas Pond 297.00 293.00 3.00 76.40 5.71 43.12 1.95 298.54 298.26 PondOut Pond CI4 298.26 295.11 293.00 292.10 1.25 41.87 2.15 11.87 10.27 298.00 295.10 1.50 176.00 1.29 1.90 Overflow W CI4 Cornell W 295.10 294.59 1.50 52.81 0.97 0.00 1.43 295.11 294.59 Pipe 4 CI4 CI5 295.11 294.98 290.50 290.24 3.00 56.51 0.46 33.46 7.14 295.71 295.71 0.67 5.00 0.00 0.00 0.00 Pipe 5 CI5 RidgeOut 289.74 288.10 3.50 431.08 0.38 36.41 5.10 294.98 291.16 Overflow E CI5 Comell E 294.97 294.60 1.00 28.61 1.29 0.00 0.24 294.98 294.60 36 RCP Ridge RidgeOut 293.11 291.16 289.97 288.70 3.00 97.88 1.30 36.03 5.60 LI RidgeOut NC1 288.10 288.00 4.00 204.83 0.05 67.82 2.35 291.16 289.52 L2 NC1 NC2 288.00 285.90 4.00 109.77 1.91 67.67 5.70 289.52 287.51 L3 NC2 Culvert 285.90 281.95 6.00 308.46 1.28 67.39 3.73 287.51 287.07 Brentwood Culvert Outfall 281.95 281.20 3.50 50.49 1.49 161.38 10.12 287.07 283.27 Pipe 3 Cl2 CI4 297.04 295.11 292.24 290.60 3.00 307.50 0.53 19.62 5.40 297.85 295.10 1.50 166.39 1.65 0.00 0.00