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HomeMy WebLinkAboutSW6080601_HISTORICAL FILE_20080613STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS VP HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYM M D D noch ngmeers, P. A. Consulting Engineers & Surveyors 1403 NC Hwy 50 South Benson; NC 27504 Telephone: 919.894.7765 Fax: 919.894.8190 E-mail: general@enochengineers.com June 25, 2008 NCDENR Division of Water Quality Stormwater Permitting Unit Post -Construction Application Attn: Mike Randall 1617 Mail Service Center Raleigh, NC 27699-1617 Subject: Post -Construction Stormwater Permit Project: Wildhorse Plantation Harnett County, North Carolina Dear Mr. Randall: Enoch Engineers, P.A. is submitting the following items for the above mentioned project for your review and approval: • Original and one copy of the Stormwater Management Permit Application Form. • Original and one copy of the High Density Residential Subdivision Deed Restrictions & Protective Covenants Form. • Original of the Wet Detention Basin Supplement and O&M Agreement forms for Drainage Area One and Two. • Check 4 13506 in the amount of $505.00 payable to NCDENR. • Stage -Storage and Routing Computations for Drainage Area One and Two. • One copy of the Preliminary Soils Scientist Report. • Two copies of plans and specifications. If you need immediate assistance, you may call me at 919-894-7765. Thank you! Sincerely, Joseph Joson Engineering Technician Enoch Engineers, P.A. 1 of 2 Inflow Hydrograph Formulation For Small Watersheds Project 3330 Description Wildhorse Plantation Location Near Spout Springs, Harnett County NC Client Pierce Development Company Drainage Area Two Frequency Duration Design Storm Event 1 Year 24 Hours Total Site Area 293.98 ac. Total Drainage Area (A) 20.12 ac. Hydraulic Length (L) 2200 ft. Watershed Relief (H) 87 ft. T lme of concentration (1c) 1u.2 min. Post Development Pre Development Rational C (for Q=CIA) 0.59 Rational C (for Q=CIA) 0.35 Intensity (1) 3.71 in./hr. Intensity (1) 3.71 in./hr. Peak Flow (Qp) 44.04 cfs Peak Flow (Qp) 26.13 cfs SCS Curve Number (CN) 75 SCS Curve Number (CN) 45 Ultimate Soil Storage (S) 3.333 in. Ultimate Soil Storage (S) 12.222 in. Precipitation (P) 3.06 in. Precipitation (P) 3.06 in. Runoff Depth (Q') 1.00 in. Runoff Depth (Q`) 0.03 in. Runoff Volume 73053 ft.3 Runoff Volume 2156 ft.3 Time to Peak (Tp) 0.33 hr. Time to Peak (Tp) 0.02 hr. Time hr.) Post Development Inflow (cfs) Pre Development Inflow (cfs) Estimated Post Development Outflow Estimated Storage (cf) 0.000 0.00 0.00 0.00 0 0.025 0.62 15.80 0.13 0 0.050 2.43 2.20 0.51 438 0.075 5.33 0.31 1.14 2160 0.100 9.17 0.04 2.01 5929 0.125 1 13.73 0.01 3.10 12373 0.150 1 18.75 0.00 4.38 21942 0.175 23.95 0.00 5.83 34876 0.200 29.04 0.00 7.42 51185 0.225 33.75 0.00 9.13 70643 0.250 37.79 0.00 10.91 92799 0.275 40.96 0.00 12.74 116991 0.300 43.07 0.00 14.57 142388 0.325 44.00 0.00 16.38 168034 0.350 1 43.70 0.00 18.11 192895 0.375 42.19 0.00 19.75 215926 0.400 39.56 0.00 21.26 236125 0.425 36.10 0.00 22.60 252598 0.450 32.73 0.00 23.76 264746 0.475 29.67 0.00 1 24.70 1 272819 0.500 26.90 0.00 25.42 277290 0.525 24.39 0.00 25.89 278623 0.550 22.11 0.00 26.11 277271 0.575 20.05 0.00 26.07 273671 6/13/2008 S:\projects\3330 - 700 ACRE TRACT\DA 2 Routing'! yrTAKE 2 Data 2of2 0.600 18.17 0.00 25.78 268248 0.625 16.48 0.00 25.23 261405 0.650 14.94 0.00 24.45 253525 0.675 13.54 0.00 23.44 244968 0.700 12.28 0.00 22.25 236064 0.725 11.13 0.00 20.99 227090 0.750 10.09 0.00 19.81 218215 0.775 1 9.15 0.00 18.69 209473 0.800 8.29 0.00 17.63 200889 0.825 7.52 0.00 16.63 192486 0.850 6.82 0.00 15.69 184283 0.875 6.18 0.00 14.81 176294 0.900 5.60 0.00 13.97 168530 0.925 5.08 0.00 13.18 160999 0.950 4.61 0.00 12.44 153708 0.975 1 4.18 0.00 11.73 146660 1.000 3.79 0.00 11.07 139857 2.000 0.07 0.00 1.08 16487 4.000 0.00 0.00 0.01 154 6.000 0.00 0.00 0.00 -8 8.000 0.00 0.00 0.00 -10 10.000 0.00 0.00 0.00 -10 12.000 0.00 0.00 0.00 -10 18.000 1 0.00 0.00 0.00 -10 24.000 0.00 0.00 0.00 -10 30.000 0.00 0.00 0.00 -10 36.000 0.00 0.00 0.00 -10 42.000 0.00 0.00 0.00 -10 48.000 0.00 0.00 0.00 -10 54.000 0.00 0.00 0.00 -10 60.000 0.00 0.00 0.00 -10 66.000 1 0.00 0.00 0.00 -10 72.000 0.00 0.00 0.00 -10 78.000 0.00 0.00 0.00 -10 84.000 0.00 0.00 0.00 -10 90.000 0.00 0.00 0.00 -10 96.000 0.00 0.00 0.00 -10 102.000 0.00 0.00 0.00 -10 108.000 0.00 0.00 0.00 -10 114.000 0.00 0.00 0.00 -10 IZ0200 0.00 0.00 0.00 -10 6/13/2008 S:\projects\3330 - 700 ACRE TRACTDA 2 Routingt yrTAKE 2 Data Stage -Storage Computation WILDHORSE PLANTATION -DRAINAGE AREA TWO: TEMPORARY POOL Incremental Accumulated Row Contour Contour Area Volume Volume (S) Stage (Z) In S In Z Z est (it`) (ft) (fl'') (R) 1 320 16627 0.0 OD 0 2 320.5 19948 9143.8 9143.8 0.5 9.1208 -0.6931 0.52 3 321 20975 10230.8 19374.5 1 9.8717 0,0000 1.01 4 321.5 22016 10747.8 30122.3 1.5 10.3130 0.4055 1.48 5 322 23071 11271.8 41394.0 2 10.6309 0.6931 1.95 6 322.5 24141 11803.0 53197.0 2.5 10.8818 0.9163 2.43 7 323 25224 12341.3 65538.3 3 11.0904 1.0986 2.92 8 323.5 26322 12886.5 78424.8 3.5 11.2699 1.2528 3.42 9 324 27433 13438.8 91863.5 4 11.4281 1.3863 3.92 10 324.5 28559 13998.0 105861.5 4.5 11.5699 1.5041 4.44 11 325 29699 14564.5 120426.0 5 11.6988 1.6094 4.97 12 325.5 30853 15138.0 135564.0 5.5 11.8172 1.7047 5.51 13 326 32022 15718.8 151282.8 6 11.9269 1.7918 6.07 14 326.5 40132 18038.5 169321.3 6.5 12.0396 1.8718 6.70 15 327 41386 20379.5 189700.8 7 12.1532 1.9459 7.39 Stage Storage Function log -log plot y = 1.144x + 9,8639 R2 = 0.9988 4.0000 m 8. ,• 6..0000 ,r.. �. -4: 0000 -1.0000-0.5000 0.0000 0.5000 1.0000 1.5000 2.0000 2.5000 LN (Z) Stage Storage Function 6 7 6 5 c y •. .. .. .. r. ,:.. m n 3 ro 2 1 0.0 20000.0 40000.0 60000.0 80000.0 100000.0 120000.0 140000.0 160000.0 180000.0 200000.0 Storage (ct) Constant 9.863943 Ks= 19232.93 Standard Error of Predicted Y 0.031760 b = 1.1440 R2 0.998814 6/5/2008 S:lprojects'3330 - 700 ACRE TRACTIDA 2 Routingl yrTAKE 2 Stage -Storage Stage -Storage Computation WILDHORSE PLANTATION -DRAINAGE AREA TWO: PERMANENT POOL Incremental Accumulated Row Contour Contour Area Volume Volume (S) Stage (Z) In S In Z Z est (W) (ft) Ill) (ft) 1 315 5705 0.0 0.0 0 2 315.5 6510 3053.8 3053.8 0.5 8.0241 -0.6931 0.53 3 316 7330 3460.0 6513.8 1 8.7817 0.0000 0.99 4 316.5 8164 3873.5 10387.3 1.5 9.2483 0.4055 1.45 5 317 9012 4294.0 14681.3 2 9.5943 0.6931 1.92 6 317.5 9874 4721.5 19402.8 2.5 9.8732 0.9163 2.42 7 318 10750 5156.0 24558.8 3 10.1088 1.0986 2.93 8 318.5 11640 5597.5 30156.3 3.5 10.3141 1.2528 3.47 9 319 12544 6046.0 36202.3 4 10.4969 1.3863 4.04 10 319.5 13463 6501.8 42704.0 4.5 10,6620 1.5041 4.62 11 320 16627 7522.5 50226.5 5 10.8243 1,6094 5.28 Stage Storage Function log -log plot y = 1.217x + 8.7981 R2 = 0.9976 -1 OGOG- 0:0000' - -- 0 A z 6-0660 4,0000 2.0000 ; 1 -1.0000-0.5000 0.0000 0.5000 1.0000 1.5000 2.0000 LN (Z) 6 5 4 c rn 3 2 1 0 Stage Storage Function 0.0 10000.0 20000.0 30000.0 40000.0 50000.0 60000.0 Storage (0 Constant 8.798133 Ks = 6627.68 Standard Error of Predicted Y 0.046642 b = 1.2170 R2 0.997576 6/5/2008 SAprojects\3330- 700 ACRE TRAC-RDA 2 Routing'! yrTAKE 2 Stage -Storage perm. Stage -Storage Computation WILDHORSE PLANTATION -DRAINAGE AREA TWO: FOREBAY Incremental Accumulated Row Contour Contour Area Volume Volume (S) Stage (Z) In S In Z Z est (ft`) (ft') (ft� (ft) 1 323 2146 0.0 0.0 0 2 323.5 2457 1150.8 1150.8 0.5 7.0482 -0.6931 0.52 3 324 2790 1311.8 2462.5 1 T8089 0.0000 0.98 4 324.5 3141 1482.8 3945.3 1.5 8.2803 0.4055 1.44 5 325 3509 1662.5 5607.8 2 8.6319 0.6931 1.92 6 325.5 3895 1851.0 7458.8 2.5 8.9171 0.9163 2.42 7 326 5297 2298.0 9756.8 3 9.1857 1.0986 3.02 8 326.5 6858 3038.8 12795.5 3.5 9.4568 1.2528 3.77 -1.0000-0.5000 4 3.5 3 2.5 c v 2 a m 1.5 1 0.5 0 Stage Storage Function y = 1.2199x + 7.8354 log -log plot RZ = 0.9955 1 0.0000 0.5000 LN (Z) Stage Storage Function 1.0000 1.5000 0.0 2000.0 4000.0 6000.0 8000.0 10000.0 12000.0 14000.0 Storage (cf) Constant Standard Error of Predicted Y Rz 7.835436 Ks = 2532.13 0.061766 b = 1.2199 0.995465 6/5/2008 S:\orojects\3330 - 700 ACRE TRACT\DA 2 Routingt yrTAKE 2 Stage -Storage forebay 1 of 5 Single Reservoir Routing WILDHORSE PLANTATION -DRAINAGE AREA TWO: MAIN POOL Norm surf area= Max surf area= Peak Elevation= Peak stage= Peak outflow= Initial Water level: Z;= 320 ft. Stage -Storage: Ks= 19232.9 b= 1.144 Zo=F 320 ft (invert) Spillway: L= 20 Zcr- 1 325.5 ft. Cw= 1 3 0.5060 acres 0.5958 acres 323.11 3.11 0.58 22043 sq. ft. 25951 sq. ft. Barrel: N= 1 Dc= 30 in Cd= 0.6 Z (invert)= 320 ft. Minor Orifice: N= [Aft. Dc=in. Cd=Z (invert)= Riser: (Circular) (Rectangular) N= 1 Dia. (in.) Length ft.) Width (ft.) Cw= 3.33 51 5 Cd= 0.65 Area Perimeter Z (top)= 323.5 ft. 25.0 20.0 Time hr Time (min) Inflow (cfs) Storage (ft') Stage (ft) Outflow (cfs) Riser Orifice (cfs) Riser Weir (cfs) Minor Orifice (cfs Barrel (cfs) RB Assembly (cfs) Spillway cfs 0.00 0.0 0.0 0 320.0 0.0 0.0 0.0 0.0 0.0 0.01 0.0 0.03 1.5 0.6 0 320.0 0.0 0.0 0.0 0.0 0.0 0.01 0.0 0.05 3.0 2.4 55 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.08 4.5 5.3 271 320.0 0.1 0.0 0.0 0.1 0.0 0.1 0.0 0.10 6.0 9.2 747 320.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.13 7.5 13.7 1565 320.1 0.1 0.0 0.0 0.1 0.2 0.1 0.0 0.15 9.0 18.7 2790 320.2 0.1 0.0 0.0 0.1 0.5 0.1 0.0 0.18 10.5 23.9 4465 320.3 0.2 0.0 0.0 0.2 1.0 0.2 0.0 0.20 12.0 29.0 6605 320.4 0.2 0.01 0.0110.21 1.6 0.2 0.0 6/13/2008 S:\projects\3330 - 700 ACRE TRACT\DA 2 Routingl yrTAKE 2 Routing B & W Single Reservoir Routing 2of5 0.23 13.5 33.7 9200 320.51 0.2 0.011 0.0 0.21 2.5 0.21 0.0 0.25 15.0 37.8 12216 320.7 0.3 0.0 0.0 0.3 3.7 0.3 0.0 0.28 16.5 41.0 15593 320.8 0.3 0.0 0.0 0.3 5.1 0.3 0.0 0.30 18.0 43.1 19252 321.0 0.3 0.0 0.0 0.3 6.7 0.3 0.0 0.33 19.5 44.0 23099 321.2 0.4 0.0 0.0 0.4 8.5 0.4 0.0 0.35 21.0 43.7 27027 321.3 0.4 0.0 0.0 0.4 10.5 0.4 0.0 0.38 22.5 42.2 30925 321.5 0.4 0.0 0.0 0.4 12.5 0.4 0.0 0.40 24.0 39.6 34687 321.7 0.4 0.0 0.0 0.4 14.5 0.4 0.0 0.431 25.5 36.1 38209 321.81 0.4 0.01 0.0 0.4 16.5 0.4 0.0 0.45 27.0 32.7 41417 322.0 0.5 0.01 0.0 0.51 18.3 0.51 0.0 0.48 28.5 29.7 44321 322.1 0.5 0.01 0.0 0.5 20.0 0.5 0.0 0.50 30.0 26.9 46949 322.2 0.5 0.0 0.0 0.5 21.6 0.5 0.0 0.53 31.5 24.4 49326 322.3 0.5 0.0 0.0 0.5 23.0 0.5 0.0 0.55 33.0 22.1 51477 322.4 0.5 0.0 0.0 0.5 24.3 0.5 0.0 0.58 34.5 20.0 53421 322.4 0.5 0.0 0.0 0.5 25.6 0.5 0.0 0.60 36.0 18.2 55179 322.5 0.5 0.0 0.0 0.5 26.5 0.5 0.0 0.63 37.5 16.5 56767 322.6 0.5 0.0 0.0 0.5 27.2 0.51 0.0 0.65 39.0 14.9 58203 322.6 0.5 0.0 0.0 0.51 27.7 0.51 0.0 0.68 40.5 13.5 59499 322.7 0.5 0.01 0.0 0.51 28.3 0.5 0.0 0.70 42.0 12.3 60669 322.7 0.5 0.01 0.0 0.5 28.7 0.5 0.0 0.73 43.5 11.1 61725 322.8 0.5 0.0 0.0 0.5 29.1 0.5 0.0 0.75 45.0 10.1 62678 322.8 0.6 0.0 0.0 0.6 29.5 0.6 0.0 0.78 46.5 9.1 63536 322.8 0.6 0.0 0.0 0.6 29.8 0.6 0.0 0.801 48.0 8.3 64310 322.9 0.6 0.0 0.0 0.6 30.1 0.6 0.0 0.83 49.5 7.5 65006 322.9 0.6 0.0 0.0 0.6 30.3 0.61 0.0 0.85 51.0 6.8 65632 322.9 0.6 0.0 0.0 0.6 30.5 0.6 0.0 0.88 52.5 6.2 66195 322.9 0.6 0.0 0.0 0.6 30.7 0.6 0.0 0.90 54.0 5.6 66701 323.0 0.6 0.01 0.0 0.6 30.9 0.6 0.0 0.93 55.5 5.1 67154 323.0 0.6 0.01 0.0 0.6 31.1 0.6 0.0 0.95 57.0 4.6 67560 323.0 0.6 0.0 0.0 0.6 31.2 0.6 0.0 0.98 58.5 4.2 67923 323.0 0.6 0.0 0.0 0.6 31.3 0.6 0.0 1.001 60.0 3.8 68248 323.0 0.6 0.0 0.0 0.6 31.4 0.6 0.0 1.03 61.5 3.4 68537 323.0 0.6 0.0 0.0 0.6 31.5 0.6 0.0 1.05 63.0 3.1 68794 323.0 0.6 0.0 0.0 0.6 31.6 0.6 0.0 1.08 64.5 2.8 69023 323.1 0.6 0.0 0.0 0.6 31.7 0.6 0.0 1.10 66.0 2.6 69225 323.1 0.6 0.0 0.0 0.6 31.8 0.6 0.0 1.13 67.5 2.3 69403 323.1 0.6 0.0 0.0 0.6 31.8 0.6 0.0 6/13/2008 S:\projects\3330 - 700 ACRE TRACTOA 2 Routingl yrTAKE 2 Routing B & W Single Reservoir Routing 3of5 1.15 69.0 2.1 69566 323.11 0.6 0.0 0.0 0.6 31.9 0.61 0.0 1.18 70.5 1.91 69697 323.11 0.6 0.0 0.0 0.6 31.9 0.6 0.0 1.20 72.0 1.71 69816 323.11 0.6 0.0 0.0 0.6 32.0 0.6 0.0 1.23 73.5 1.61 69920 323.1 0.6 0.0 0.0 0.6 32.0 0.6 0.0 1.25 75.0 1.4 70009 323.1 0.6 0.0 0.0 0.6 32.0 0.6 0.0 1.28 76.5 1.3 70084 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.30 78.0 1.2 70148 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.33 79.5 1.1 70201 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.35 81.0 1.0 70244 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.38 82.5 0.9 70278 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.40 84.0 0.8 70304 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.43 85.5 0.7 70323 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.45 87.0 0.6 70335 323.1 0.6 0.0 0.0 0.6 32.2 0.6 0.0 1.48 88.5 0.6 70341 323.1 0.6 0.0 0.0 0.6 32.2 0.6 0.0 1.56 90.0 0.5 70342 323.1 0.6 0.0 0.0 0.6 32.2 0.6 0.0 1.531 91.5 0.5 70338 323.1 0.6 0.0 0.0 0.6 32.2 0.6 0.0 1.55 93.0 0.4 70329 323.1 0.6 0.0 0.0 0.6 32.2 0.6 0.0 1. 94.5 0.4 70316 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.60 60 96.0 0.4 70300 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.63 97.5 0.31 70280 323.1 0.6 0.0 0.01 0.6 32.1 0.6 0.0 1.65 99.0 0.3 70257 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.68 100.5 0.3 76231 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.70 102.0 0.21 70203 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.731 103.5 0.21 70173 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.75 105.0 0.2 70141 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.78 106.5 0.2 00107 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.80 108.0 0.2 70071 323.1 0.6 0.0 0.010.6 32.1 0.6 0.0 1.83 109.5 0.1 70033 323.1 0.6 0.0 0.0 0.6 32.1 0.6 0.0 1.85 111.0 0.1 69995 323.1 0.6 0.0 0.0 0.6 32.0 0.6 0.0 1.88 112.5 0.1 69955 323.1 0.6 0.01 0.01 0.6 32.0 0.6 0.0 1.90 114.0 0.1 69914 323.1 0.6 0.0 0.0 0.6 32.0 0.6 0.0 1.93 115.5 0.1 69871 323.11 0.6 0.0 0.0 0.6 32.0 0.6 0.0 1.95 117.0 0.1 69828 323.1 0.6 0.0 0.0 0.6 32.0 0.6 0.0 1.98 118.5 0.1 69785 323.1 0.6 0.0 0.0 0.6 32.0 0.6 0.0 2.00 120.0 0.1 697 00 323.11 0.6 0.0 0.0 0.61 32.0 0.6 0.0 2.03 121.5 0.1 69695 323.1 0.6 0.0 0.0 0.6 31.9 0.6 0.0 2.05 123.0 0.1 69649 323.1 0.6 0.0 0.0 0.61 31.9 0.6 0.0 6/13/2008 S:lprojects\3330 - 700 ACRE TRACT\DA 2 Routingl yrTAKE 2 Routing 6 & W Single Reservoir Routing 2.08 124.5 0.11 696 22 323.11 0.6 0.01 0.01 0.61 31.9 0.61 0.0 2.101 126.0 0.11 69555 323.1 0.6 0.0 0.0 0.6 31.9 0.6 0.0 2.131 127.5 0.01 69508 323.1 0.6 0.0 0.0 0.6 31.9 0.6 0.0 2.15 129.0 0.01 69460 323.1 0.6 0.0 0.0 0.6 31.9 0.6 0.0 2.18 130.5 0.01 69412 323.1 0.6 0.0 0.0 0.6 31.8 0.6 0.0 2.20 132.0 0.01 69363 323.1 0.6 0.0 0.0 0.6 31.8 0.6 0.0 2.23 133.5 0.01 69314 323.1 0.6 0.0 0.0 0.6 31.8 0.6 0.0 2.25 135.0 0.0 69265 323.1 0.6 0.0 0.0 0.6 31.8 0.6 0.0 2.28 136.5 0.0 69216 323.1 0.6 0.01 0.01 0.61 31.8 0.6 0.0 2.30 138.0 0.0 69166 323.1 0.6 0.0 0.0 0.6 31.8 0.6 0.0 2.33 139.5 0.0 69117 323.1 0.6 0.0 0.0 0.6 31.7 0.6 0.0 2.35 141.0 0.0 69067 323.1 0.6 0.0 0.0 0.6 31.7 0.6 0.0 2.38 142.5 0.0 69017 323.1 0.6 0.0 0.0 0.6 31.7 0.6 0.0 2.40 144.0 0.0 68966 323.1 0.6 0.0 0.0 0.6 31.7 0.6 0.0 2.43 145.5 0.0 68916 323.1 0.6 0.0 0.0 0.6 31.7 0.6 0.0 2.45 147.0 0.0 68865 323.0 0.6 0.0 0.0 0.6 31.7 0.6 0.0 2.48 148.5 0.0 68815 323.0 0.6 0.0 0.0 0.6 31.6 0.6 0.0 2.50 150.0 0.0 68764 323.0 0.6 0.0 0.0 0.6 31.6 0.6 0.0 2.53 151.5 0.0 68713 323.0 0.6 0.0 0.0 0.6 31.6 0.6 0.0 2.55 153.0 0.01 68663 323.0 0.6 0.0 0.0 0.6 31:6 0.6 0.0 2.58 154.5 0.01 68612 323.0 0.6 0.0 0.0 0.6 31.6 0.6 0.0 2.60 156.0 0.01 68561 323.0 0.6 0.0 0.0 0.6 31.6 0.6 0.0 2.63 157.5 0.01 68510 323.0 0.6 0.0 0.0 0.6 31.5 0.6 0.0 2.65 159.0 0.01 68459 323.0 0.6 0.0 0.0 0.6 31.5 0.6 0.0 2.68 160.5 0.01 68408 323.01 0.6 0.01 0.0 0.6 31.5 0.61 0.0 2.70 162.0 0.01 68356 323.0 0.6 0.0 0.0 0.6 31.5 0.61 0.0 2.731 163.5 0.01 68305 323.0 0.6 0.0 0.0 0.6 31.5 0.61 0.0 2.75 165.0 0.01 68254 323.0 0.6 0.0 0.0 0.61 31.4 0.61 0.0 2.78 166.5 0.0 68203 323.0 0.6 0.0 0.0 0.6 31.4 0.6 0.0 2.80 168.0 0.0 68152 323.0 0.6 0.0 0.0 0.6 31.4 0.6 0.0 2.83 169.5 0.0 68100 323.0 0.6 0.0 0.0 0.6 31.4 0.6 0.0 2.85 171.0 0.0 68049 323.0 0.6 0.0 0.0 0.6 31.4 0.6 0.0 2.88 172.5 0.0 67998 323.0 0.6 0.0 0.0 0.6 31.4 0.6 0.0 2.90 174.0 0.0 67947 323.0 0.6 0.0 0.0 0.6 31.3 0.6 0.0 2.93 175.5 0.0 67895 323.0 0.6 0.0 0.0 0.6 31.3 0.6 0.0 2.95 177.0 0.0 67844 323.0 0.6 0.0 0.0 0.6 31.3 0.6 0.0 2.98 178.5 0.0 67793 323.0 0.6 0.0 0.0 0.6 31.3 0.6 0.0 MITIM 6/13/2008 S:\projects\3330 - 700 ACRE TRACTOA 2 Routingl yrTAKE 2 Routing B & W Single Reservoir Routing 3.00 180.0 0.01 67742 323.01 0.6 0.0 0.0 0.6 31.3 0.6 0.0 6.00 360.0 0.0 61699 322.8 0.5 0.0 0.0 0.5 29.1 0.5 0.0 12.00 720.0 0.0 50359 322.3 0.5 0.0 0.0 0.5 23.7 0.5 0.0 18.00 1080.0 0.0 40038 321.9 0.5 0.0 0.0 0.5 17.5 0.5 0.0 24.00 1440.0 0.0 30766 321.5 0.4 0.0 0.0 0.4 12.4 0.4 0.0 30.00 1800.0 0.0 22579 321.2 0.4 0.0 0.0 0.4 8.3 0.4 0.0 36.00 2160.0 0.0 15519 320.8 0.3 0.0 0.0 O.31 5.1 0.31 0.0 42.00 2520.0 0.01 9642 320.5 0.2 0.0 0.0 0.2 2.7 0.2 0.0 48.00 2880.0 0.0 5023 320.3 0.2 0.0 0.0 0.2 1.2 0.2 0.0 54.00 3240.0 0.0 1772 320.1 0.1 0.0 0.0 0.1 0.3 0.1 0.0 60.00 66.00 72.00 3600.0 0.0 103 320.0 320.0 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3960.0 0.0 0 4320.0 0.0 0 78.00 4680.0 0.0 0 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 84.00 5040.0 0.0 0 320.0 0.0-0.0- 0.0 0.0 0.0 0.0 0.0 90.00 5400.0 0.0 0 320.0 0.0 0.0 0.0 0.01 0.0 0.0 0.0 96.00 102.00 108.00 114.00 5760.0 0.0 0 320.0 320.0 320.0 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6120.0 0.0 0 6480.0 6840.0 0.0 0.0 0 0 120.00 7200.0 0.0 0 320.0 0.0 0.0 0.0 0.0 0.0 0.01 0.0 5. a 6/13/2008 S:\projects\3330 - 700 ACRE TRACT\DA 2 Routingl yrTAKE 2 Routing B & W 1 of 3 Inflow Hydrograph Formulation For Small Watersheds Project 3330 Description Wildhorse Plantation Location Near Spout Springs, Harnett County NC Client Pierce Development Company Drainage Area Two Frequency Duration Design Storm Event 100 Year 24 Hours Total Site Area 293.98 ac. Total Drainage Area (A) 20.12 ac. Hydraulic Length (L) 2200 ft. Watershed Relief (H) 87 ft. Time of Concentration (Tc) 10.2 min. Post Development Pre Development Rational C (for Q=CIA) 0.59 Rational C (for Q=CIA) 0.35 Intensity (1) 8.24 in./hr. Intensity (1) 8.24 in./hr. Peak Flow (Qp) 97.82 cfs Peak Flow (Qp) 58.03 cfs SCS Curve Number (CN) 75 SCS Curve Number (CN) 45 Ultimate Soil Storage (S) 3.333 in. Ultimate Soil Storage (S) 12.222 in. Precipitation (P) 8.21 in. Precipitation (P) 8.21 in. Runoff Depth (Q') 5.23 in. Runoff Depth (Q') 1.85 in. Runoff Volume 382090 ft 3 Runoff Volume 134971 ft.3 Time to Peak (Tp) 0.78 hr. lTime to Peak (Tp) 0.46 hr. Time (hr.) Post Development Inflow (cfs) Pre Development Inflow (cfs) Estimated Post Development Outflow Estimated Storage (cf) 0.000 0.00 0.00 0.00 0 0.025 0.25 0.41 0.05 0 0.050 0.99 1.64 0.21 176 0.075 2.21 3.65 0.46 878 0.100 3.91 6.38 0.82 2451 0.125 1 6.06 9.75 1.28 5227 0.150 1 8.64 13.68 1.84 9526 0.175 11.64 18.03 2.50 15649 0.200 15.01 22.71 3.24 23876 0.225 18.72 27.56 4.09 34460 0.250 22.74 32.45 5.02 47629 0.275 27.02 37.25 6.03 63576 0.300 31.52 41.81 7.13 82463 0.325 36.20 46.01 8.30 104416 0.350 1 41.01 49.72 9.55 129522 0.375 45.90 52.84 10.87 157832 0.400 50.81 55.28 12.25 189355 0.425 55.71 56.98 13.70 224059 0.450 60.54 57.88 15.19 261874 0.475 65.26 57.96 1 16.74 302689 0.500 69.80 57.21 18.33 346354 0.525 74.14 55.66 19.96 392680 0.550 78.22 53.35 21.62 441443 0.575 82.00 50.35 23.30 492384 6/13/2008 S:\projects\3330 - 700 ACRE TRACT\DA 2 Routing100 yrTAKE 2 Data 2of3 0.600 85.45 47.03 25.01 545213 0.625 88.53 43.85 26.73 599610 0.650 91.21 40.89 28.46 655230 0.675 93.46 38.13 30.19 711705 0.700 95.26 35.56 31.92 768648 0.725 96.60 33.15 33.64 825656 0.750 97.44 30.92 35.34 882318 0.775 1 97.80 28.83 37.02 938215 0.800 1 97.67 26.88 38.66 992923 0.825 97.04 25.07 40.28 1046025 0.850 95.92 23.37 41.85 1097108 0.875 94.33 21.79 43.38 1145768 0.900 92.28 20.32 44.86 1191620 0.925 89.79 18.95 46.28 1234296 0.950 86.89 17.67 47.64 1273452 0.975 83.60 16.48 48.94 1308772 1.000 1 80.29 15.36 50.16 1339968 1.025 77.01 14.33 51.31 1367085 1.050 73.87 13.36 52.37 1390222 1.075 70.86 12.46 53.36 1409572 1.100 67.97 11.62 54.26 1425324 1.125 65.20 10.83 55.06 1437667 1.150 62.54 10.10 55.78 1446789 1.175 59.99 9.42 56.40 1452873 1.200 1 57.54 8.78 56.92 1456105 1.225 55.20 8.19 57.35 1456664 1.250 52.95 7.64 57.67 1454731 1.275 50.79 7.12 57.89 1450482 1.300 48.72 6.64 58.01 1444092 1.325 46.73 6.19 58.02 1435732 1.350 44.82 5.77 57.93 1425571 1.375 43.00 5.38 57.74 1413776 1.400 1 41.24 5.02 57.44 1400509 1.425 39.56 4.68 57.05 1385929 1.450 37.95 4.36 56.55 1370191 1.475 36.40 4.07 55.96 1353447 1.500 34.92 3.80 55.27 1335845 1.525 33.49 3.54 54.49 1317528 1.550 32.13 3.30 53.61 1298634 1.575 30.82 3.08 52.65 1279297 1.600 1 29.56 2.87 51.60 1259647 1.625 28.35 2.68 50.48 1239806 1.650 27.20 2.49 49.34 1219894 1.675 26.09 2.33 48.14 1199968 1.700 25.03 2.17 46.96 1180126 1.725 24.00 2.02 45.82 1160384 1.750 23.03 1.89 44.70 1140754 1.775 22.09 1.76 43.61 1121250 1.800 1 21.19 1.64 42.54 1101881 1.825 20.32 1 1.53 41.51 1 1082660 1.850 19.49 1.43 40.49 1063595 1.875 18.70 1.33 39.51 1044695 1.900 17.94 1.24 38.54 1 1025969 6/13/2008 S:\projects\3330 - 700 ACRE TRACT\DA 2 Routing100 yrTAKE 2 Data 3of3 1.925 17.20 1.16 37.60 1007425 1.950 16.50 1.08 36.68 989068 1.975 15.83 1.01 35.79 970905 2.000 15.18 0.94 34.92 952942 3.000 2.87 0.06 13.00 416199 4.000 0.54 0.00 4.84 166550 6.000 0.02 0.00 0.67 24275 12.000 1 0.00 0.00 0.00 9 18.000 0.00 0.00 0.00 -57 24.000 0.00 0.00 0.00 -57 30.000 0.00 0.00 0.00 -57 36.000 0.00 0.00 0.00 -57 42.000 0.00 0.00 0.00 -57 48.000 0.00 0.00 0.00 -57 54.000 0.00 0.00 0.00 -57 60.000 0.00 0.00 0.00 -57 66.000 0.00 0.00 0.00 -57 72.000 0.00 0.00 0.00 -57 78.000 0.00 0.00 0.00 -57 84.000 0.00 0.00 0.00 -57 90.000 0.00 0.00 0.00 -57 96.000 0.00 0.00 1 0.00 -57 102.000 0.00 0.00 0.00 -57 108.000 0.00 0.00 0.00 57 114.000 0.00 0.00 0.00 -57 120.000 0.00 0.00 0.00 -57 6/13/2008 S:\projects\3330 - 700 ACRE TRACTMA 2 Routing100 yrTAKE 2 Data Single Reservoir Routing 1 of 5 WILDHORSE PLANTATION-nRAINAr.F AREA -nnrn Norm surf area= Max surf area= Peak Elevation= Peak stage= Peak outflow= Initial Water level: Zi=320 ft. Stage -Storage: Ks= 19232.9 b= 1.144 Zo= 320 ft (invert) Spillway: L= 20 Zcr= 325.5 ft. Cw= Ii 3 0.5060 acres 0.6552 acres 326.02 6.02 73.70 MAIN POOL 22043 sq. ft. 28541 sq. ft. Barrel: N= 1 Dc= 30 in. Cd= 0.6 Z (invert)= 320 ft. 100 YR 24 HR Minor Orifice: N= 1 Dc= 1.25 in. Cd= 0.6 Z (invert)= 320 ft. Riser: (Circular) (Rectangular) N= 1 Dla. in.) Length (ft. Width ft. Cw= 3.33 5 Cd= 0.65 Area Perimeter Z (top)= 323.5 ft. 25.0 20.0 Time Time Inflow Storage Stage Outflow Riser Orifice Riser Weir Minor Orifice Barrel RB Assembly Spillway hr (min) (cfs) (ft) (ft) (cfs) (cfs) cfs) (cfs) cfs) (cfs) (cfs) 0.00 0.0 0.0 0 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.03 1.5 0.2 0 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.05 3.0 1.0 22 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.08 4.5 2.2 110 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.10 6.0 3.9 305 320.0 0.1 0.0 0.0 0.1 0.0 0.13 7.5 6.1 652 320.1 0.0 0.1 0.1 0.1 0.0 0.15 9.0 8.6 11VII 320.1 0.1 0.0 0.0 0.1 0.2 0.1 0.0 0.18 1U-bj 11.6 _19601 320.11 0.1 0.0 0.0 0.1 0.3 0.1 0.0 0.20 j2 01 15.01 29961 320.21 0.11, 0.0 0.0 0.1 0.6 0.1 0.0 S:\projects\3330 - 700 ACRE TRACT\DA 2 Routing100 yrTAKE 2 6/13/2008 Routing B & W Single Reservoir Routing 0.23 13.5 18.7 4334 320.31 0.2 0.01 ul 0.21 0.9 0.21 0.0 0.25 15.0 22.7 6003 320.41 0.2 0.0 0.0 0.2 1.5 0.2 0.0 0.28 16.5 27.0 8031 320.5 0.2 0.0 0.0 0.2 2.1 0.2 0.0 0.30 18.0 31.5 10442 320.6 0.3 0.0 0.0 0.3 3.0 0.3 0.0 0.33 19.5 36.2 13257 320.7 0.3 0.0 0.0 0.3 4.1 0.3 0.0 0.35 21.0 41.0 16489 320.9 0.3 0.0 0.0 0.3 5.5 0.3 0.0 0.38 22.5 45.9 20152 321.0 0.3 0.0 0.0 0.3 7.1 0.3 0.0 0.40 24.0 50.8 24253 321.2 0.4 0.0 0.0 0.4 9.1 0.4 0.0 0.431 25.5 55.7 28793 321.4 0.4 0.0 0.0 0.41 11.4 0.4 0.0 0.45 27.0 60.5 33772 321.6 0.4 0.0 0.0 0.4 14.0 0.4 0.0 0.48 28.5 65.3 39183 321.9 0.4 0.0 0.0 0.4 17.0 0.4 0.0 0.50 30.0 69.8 45016 322.1 0.5 0.0 0.0 0.5 20.4 0.5 0.0 0.53 31.5 74.1 51255 322.4 0.5 0.0 0.0 0.5 24.2 0.5 0.0 0.55 33.0 78.2 57882 322.6 0.5 0.0 0.0 0.5 27.6 0.5 0.0 0.58 34.5 82.0 64874 322.9 0.6 0.0 0.0 0.6 30.3 0.6 0.0 0.60 36.0 85.5 72204 323.2 0.6 0.01 0.01 0.6 32.8 0.6 0.0 0.63 37.5 88.5 79842 323.51 0.6 0.0 0.0 0.6 35.2 0.6 0.0 0.65 39.0 91.2 87755 323.81 9.9 543.1 9.3 0.61 37.5 9.9 0.0 0.68 40.5 93.5 95068 324.0 27.3 770.8 26.6 0.71 39.4 27.3 0.0 0.70 42.0 95.3 101025 324.3 41.0 914.2 44.4MOO 41.0 41.0 0.0 0.73 43.5 96.6 105913 324.4 42.2 1016.1 61.0 42.2 42.2 0.0 0.75 45.0 97.4 110811 324.6 43.3 1108.5 79.1 43.3 43.3 0.0 0.78 46.5 97.8 115681 324.8 44.5 1192.7 98.6 44.5 44.5 0.0 0.80 48.0 97.7 120483 325.0 45.5 1270.0 119.0 45.5 45.5 0.0 0.83 49.5 97.0 125175 325.1 46.6 1340.8 140.1 46.6 46.6 0.0 0.85 51.0 95.9 129719 325.3 47.5 1405.7 161.4 47.5 47.5 0.0 0.88 52.5 94.3 134075 325.5 48.4 1465.0 182.7 0.81 48.4 48.4 0.0 0.90 54.0 92.3 138207 325.6 51.3 1518.9 203.6 0.8 49.3 49.3 2.1 0.93 55.5 89.8 141892 325.7 56.9 1565.2 222.8 0.8 50.0 50.0 6.9 0.95 57.0 86.9 144851 325.8 62.5 1601.3 238.6 0.8 50.6 50.6 12.0 0.98 58.5 83.6 147043 325.9 67.2 1627.5 250.5 0.8 51.0 51.0 16.3 1.001 60.0 80.3 148515 326.0 70.6 1644.81 258.6 0.8 51.3 51.3 19.4 1.03 61.5 77.0 149385 326.0 72.7 1655.0 263.4 0.8 51.4 51.4 21.3 1.05 63.0 73.9 149772 326.01 73.7 1659.5 265.6 0.8 51.5 51.5 22.1 1.08 64.5 70.9 149792 326.0 73.7 1659.7 265.7 0.8 51.5 51.5 22.2 1.10 66.0 68.0 149536 326.0 73.1 1656.7 264.2 0.8 51.51 51.5 21.6 1.13 67.51 65.21 149077 326.01 72.0 1651.4 261.71 0.81 51.41 51.4 20.6 2of5 6/13/2008 S:\projects\3330 - 700 ACRE TRACTOA 2 Routing100 yrTAKE 2 Routing B & W Single Reservoir Routing 3of5 1.15 69.0 62.5 148468 326.01 70.5 1644.31 258.31 0.81 51.3 51 .31 19.3 1.18 70.5 60.0 147750 325.9 68.8 1635.9 254.4 0.8 51.1 51.1 17.7 1.20 72.0 57.5 146953 325.9 67.0 1626.4 250.0 0.8 51.0 51.0 16.1 1.23 73.5 55.2 146099 325.9 65.2 1616.3 245.4 0.8 50.8 50.8 14.4 1.25 75.0 52.9 145202 325.9 63.3 1605.5 240.5 0.8 50.6 50.6 12.6 1.28 76.5 50.8 144274 325.8 61.4 1594.3 235.5 0.8 50.5 50.5 10.9 1.30 78.0 48.7 143322 325.8 59.5 1582.8 230.4 0.8 50.3 50.3 9.2 1.33 79.5 46.7 142350 325.8 57.7 1570.8 225.2 0.8 50.1 50.1 7.6 1.351 81.0 44.8 141361 325.7 56.0 1558.61 220.01 0.81 49.9 49.91 6.1 1.38 82.5 43.0 140355 325.7 54.4 1546.1 214.8 0.81 49.7 49.71 4.7 1.40 84.0 41.2 139332 325.6 52.8 1533.2 209.4 0.8 49.5 49.5 3.4 1.43 85.5 39.6 138288 325.6 51.4 1519.9 204.0 0.8 49.3 49.3 2.2 1.45 87.0 37.9 137219 325.6 50.2 1506.2 198.6 0.8 49.1 49.1 1.1 1.48 88.5 36.4 136116 325.5 49.2 1491.9 193.0 0.8 48.8 48.8 0.3 1.50 90.0 34.91 134966 325.51 48.6 1476.8 187.2 0.8 48.6 48.6 0.0 1.53 91.5 33.5 133734 325.4 48.3 1460.5 181.0 0.8 48.3 48.3 0.0 1.551 93.0 32.1 132397 325.4 48.1 1442.51 174.41 0.8 48.1 48.1 0.0 1.58 94.5 30.8 130962 325.3 47.8 1422.9 167.4 0.81 47.8 47.8 0.0 1.60 96.0 29.6 129436 325.3 47.5 1401.8 160.1 0.81 47.5 47.5 0.0 1.63 97.5 28.4 127825 325.2 47.1 1379.1 152.4 0.8 47.1 47.1 0.0 1.65 99.0 27.2 126137 325.2 46.8 1354.8 144.5 0.7 46.8 46.8 0.0 1.68 100.5 26.1 124376 325.1 46.4 1329.0 136.4 0.7 46.4 46.4 0.0 1.70 102.0 25.01 122550 325.01 46.0 1301.7 128.2 0.7 46.0 46.0 0.0 1.73 103.5 24.0 120664 325.0 45.6 1272.8 119.8 0.7 45.6 45.6 0.0 1.751 105.0 23.0 118723 324.9 45.1 1242.31 111.41 0.7 45.1 45.1 0.0 1.78 106.5 22.1 116733 324.8 44.7 1210.1 103.0 0.7 44.7 44.7 0.0 1.80 108.0 21.2 114698 324.8 44.2 1176.2 94.6 0.7 44.2 44.2 0.0 1.83 109.5 20.3 112624 324.7 43.8 1140.6 86.2 0.7 43.8 43.8 0.0 1.85 111.0 19.5 110515 324.6 43.3 1103.1 78.0 0.7 43.3 43.3 0.0 1.88 112.5 18.7 108376 324.5 42.8 1063.6 69.9 0.7 42.8 42.8 0.0 1.90 114.0 17.91 106210 324.51 42.2 1022.0 62.0 0.7 42.2 42.2 0.0 1.93 115.5 17.2 104023 324.4 41.7 978.0 54.4 0.7 41.7 41.7 0.0 1.951 117.0 16.5 101818 324.3 41.2 931.5 47.0 0.7 41.2 41.2 0.0 1.98 118.5 15.8 99599 324.2 40.6 882.1 39.91 0.71 40.6 40.6 0.0 2.00 120.0 15.2 97374 324.1 33.8 829.4 33.1 0.7 40.0 33.8 0.0 2.03 121.5 14.6 95697 324.1 29.0 787.2 28.3 0.7 39.6 29.01 0.0 2.05 123.0 14.0 94397 324.0 25.5 752.8 24.81 0.7 39.31 25.51 0.0 6/13/2008 S:\projects\3330 - 700 ACRE TRACTOA 2 Routing100 yrTAKE 2 Routing 8 & W Single Reservoir Routing 4of5 2.08 124.5 13.4 93363 324.01 22.7 724.31 22.11 0.71 39.0 22.71 0.0 2.10 126.0 12.9 92523 323.9 20.6 700.2 20.0 0.7 38.8 20.6 0.0 2.13 127.5 12.3 91825 323.9 18.9 679.6 18.2 0.7 38.6 18.9 0.0 2.15 129.0 11.8 91235 323.9 17.5 661.6 16.8 0.7 38.4 17.5 0.0 2.18 130.5 11.3 90727 323.9 16.3 645.7 15.6 0.6 38.3 16.3 0.0 2.20 132.0 10.9 90282 323.9 15.3 631.4 14.6 0.6 38.2 15.3 0.0 2.23 133.5 10.4 89887 323.8 14.4 618.4 13.7 0.6 38.0 14.4 0.0 2.25 135.0 10.0 89531 323.8 13.6 606.5 13.0 0.6 37.9 13.6 0.0 2.281 136.5 9.6 89207 323.81 12.9 595.51 12.31 0.6 37.9 12.9 0.0 2.30 138.0 9.2 88910 323.8 12.3 585.1 11.6 0.61 37.8 12.31 0.0 2.33 139.5 8.8 88633 323.8 11.7 575.3 11.1 0.6 37.7 11.7 0.0 2.35 141.0 8.5 88375 323.8 11.2 566.0 10.5 0.6 37.6 11.2 0.0 2.38 142.5 8.1 88132 323.8 10.7 557.1 10.0 0.6 37.6 10.7 0.0 2.40 144.0 7.8 87901 323.8 10.2 548.6 9.6 0.6 37.5 10.2 0.0 2.43 145.5 7.51 87682 323.8 9.8 540.3 9.2 0.6 37.4 9.8 0.0 2.45 147.0 7.2 87473 323.8 9.4 532.3 8.8 0.6 37.4 9.4 0.0 2.48 148.5 6.9 87273 323.81 9.0 524.51 8.4 0.6 37.3 9.0 0.0 2.50 150.0 6.6 87080 323.7 8.7 516.9 8.0 0.61 37.3 8.7 0.0 2.53 151.5 6.3 86895 323.7 8.3 509.5 7.7 0.6 37.2 8.3 0.0 2.55 153.0 6.1 86716 323.7 8.0 502.2 7.4 0.6 37.2 8.0 0.0 2.58 154.5 5.8 86544 323.7 7.7 495.0 7.1 0.6 37.1 7.7 0.0 2.60 156.0 5.6 86376 323.7 7.4 488.0 6.8 0.6 37.1 7.4 0.0 2.63 157.5 5.4 86215 323.7 7.1 481.2 6.5 0.6 37.0 7.11 0.0 2.651 159.0 5.1 86057 323.7 6.8 474.4 6.2 0.6 37.0 6.8 0.0 2.68 160.5 4.9 859051 323.7 6.6 467.71 5.9 0.6 36.9 6.6 0.0 2.70 162.0 4.7 85757 323.7 6.3 461.1 5.7 0.61 36.9 6.3 0.0 2.73 163.5 4.5 85613 323.7 6.1 454.7 5.5 0.61 36.9 6.1 0.0 2.75 165.0 4.4 85473 323.7 5.9 448.3 5.2 0.61 36.8 5.9 0.0 2.78 166.5 4.2 85337 323.7 5.6 442.0 5.0 0.61 36.8 5.6 0.0 2.80 168.0 4.0 85205 323.7 5.4 435.7 4.8 0.61 36.7 5.4 0.0 2.83 169.5 3.8 85076 323.7 5.2 429.6 4.6 0.6 36.7 5.21 0.0 2.851 171.0 3.71 84950 323.71 5.0 423.5 4.4 0.6 36.7 5.0 0.0 2.88 172.5 3.5 84828 323.7 4.91 417.51 4.2 0.6 36.6 4.9 0.0 2.90 174.0 3.4 84709 323.7 4.7 411.6 4.1 0.6 36.6 4.7 0.0 2.93 175.5 3.3 84593 323.7 4.5 405.7 3.9 0.6 36.6 4.5 0.0 2.95 177.0 3.1 84480 323.6 4.3 399.91 3.7 0.6 36.5 4.3 0.0 2.98 178.5 3.0 84370 323.6 4.2 394.21 3.6 0.6 36.5 4.2 0.0 6/13/2008 S:\projects\3330 - 700 ACRE TRACTTA 2 Routing100 yrTAKE 2 Routing B & W Single Reservoir Routing 5of5 3.00 180.0 2.9 84262 323.61 4.0 388.5 3.41 0.61 36.5 4.01 0.0 6.001 360.0 0.0 77902 323.41 0.6 0.0 0.0 0.6 34.6 0.6 0.0 12.00 720.0 0.0 65317 322.9 0.6 0.0 0.0 0.6 30.4 0.6 0.0 18.00 1080.0 0.0 53674 322.5 0.5 0.0 0.0 0.5 25.7 0.5 0.0 24.00 1440.0 0.0 43043 322.0 0.5 0.0 0.0 0.5 19.3 0.5 0.0 30.00 1800.0 0.0 33451 321.6 0.4 0.0 0.0 0.4 13.8 0.4 0.0 36.00 2160.0 0.0 24932 321.3 0.4 0.0 0.0 0.4 9.4 0.4 0.0 42.00 2520.0 0.0 17527 320.9 0.3 0.0 0.0 0.3 5.9 0.3 0.0 48.00 2880.0 0.0 11287 320.6 0.3 0.0 0.0 0.3 3.3 0.3 0.0 54.00 3240.0 0.0 6279 320.41 0.2 0.0 0.0 0.2 1.5 0.2 0.0 60.00 66.00 72.00 3600.0 0.0 2600 320.2 320.0 320.0 0.1 0.1 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.5 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 3960.0 0.0 416 4320.0 0.0 0 78.00 4680.0 0.01 0 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 84.00 5040.0 0.0 0 3200. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90.00 5400.0 0.0 0 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 96.00 102.00 108.00 5760.0 0.0 0 320.0 320.0 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6120.0 0.0 0 6480.0 0.0 0 114.00 6840.0 0.0 0 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120.00 7200.0 0.0 0 320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6/13/2008 S:\projects\3330 - 700 ACRE TRACT\DA 2 Routing100 yrTAKE 2 Routing B & W 1 of 2 Inflow Hydrograph Formulation For Small Watersheds Project 3330 Description Wildhorse Plantation Location Near Spout Springs, Harnett County NC Client Pierce Development Company Drainage Area One Frequency Duration Design Storm Event 1 Year 24 Hours Total Site Area 293.98 ac. Total Drainage Area (A) 125.44 ac. Hydraulic Length (L) 4700 ft. Watershed Relief (H) 71 ft. Time of Concentration (Tc) 26.4 min. Post Development Pre Development Rational C (for Q=CIA) 0.59 Rational C (for Q=CIA) 0.35 Intensity (1) 2.41 in./hr. Intensity (1) 2.41 in./hr. Peak Flow (Qp) 178.36 cfs Peak Flow (Qp) 105.81 cfs SCS Curve Number (CN) 75 SCS Curve Number (CN) 45 Ultimate Soil Storage (S) 3.333 in. Ultimate Soil Storage (S) 12.222 in. Precipitation (P) 3.06 in. Precipitation (P) 3.06 in. Runoff Depth (Q`) 1.00 in. Runoff Depth (Q') 0.03 in. Runoff Volume 455457 ft 3 Runoff Volume 13440 ft.3 Time to Peak (Tp) 0.51 hr. Time to Peak (Tp) 0.03 hr. Time (hr.) Post Development Inflow (cfs) Pre Development Inflow (cfs) Estimated Post Development Outflow Estimated Storage (cf) 0.000 0.00 0.00 0.00 0 0.025 1.05 105.75 022 0 0.050 4.19 35.47 0.88 750 0.075 9.34 9.86 1.97 3731 0.100 16.37 2.74 3.49 10361 0.125 1 25.13 0.76 5.42 21957 0.150 35.40 0.21 7.74 39697 0.175 46.94 0.06 10.44 64589 0.200 59.48 0.02 13.50 97438 0.225 72.72 0.00 16.88 138824 0.250 86.35 0.00 20.56 189085 0.275 100.05 0.00 24.51 248299 0.300 113.49 0.00 28.70 316285 0.325 1 126.36 0.00 33.09 392599 0.350 138.35 0.00 37.65 476542 0.375 149.17 0.00 42.33 567174 0.400 158.58 0.00 47.10 663335 0.425 166.35 0.00 51.92 763668 0.450 172.29 0.00 56.74 866655 0.475 176.27 0.00 1 61.54 1 970645 0.500 178.18 0.00 66.26 1 1073899 0.5251 178.00 0.00 70.87 1174629 0.550 175.71 0.00 75.34 1271041 0.575 171.38 0.00 79.61 1 1361380 6/6/2008 S:\projects\3330 - 700 ACRE TRACT\DA 1 Routingl yrTAKE2 Data 2of2 0.600 165.11 0.00 83.66 1443974 0.625 157.04 0.00 87.46 1517273 0.650 147.79 0.00 90.97 1579893 0.675 138.67 0.00 94.16 1631034 0.700 130.12 0.00 97.01 1671096 0.725 122.09 0.00 99.49 1700894 0.750 114.55 0.00 101.58 1721233 0.775 107.49 0.00 103.27 1732910 0.800 100.85 0.00 104.53 1736708 0.825 94.63 0.00 105.37 1733395 0.850 88.79 0.00 105.77 1723729 0.875 83.31 0.00 105.73 1708447 0.900 78.17 0.00 105.25 1688271 0.925 73.35 0.00 104.33 1663901 0.950 68.82 0.00 102.99 1636014 0.975 64.58 0.00 101.23 1605264 1.000 60.59 0.00 99.06 1572278 2.000 4.74 0.00 22.35 473503 4.000 0.03 0.00 1.09 26041 6.000 0.00 0.00 0.05 1333 12.000 0.00 0.00 0.00 50 18.000 0.00 0.00 0.00 50 24.000 0.00 0.00 0.00 50 30.000 1 0.00 0.00 0.00 50 36.000 0.00 0.00 0.00 50 42.000 0.00 0.00 0.00 50 48.000 0.00 0.00 0.00 50 54.000 0.00 0.00 0.00 50 60.000 0.00 0.00 0.00 50 66.000 0.00 0.00 0.00 50 72.000 0.00 0.00 0.00 50 78.000 1 0.00 0.00 0.00 50 84.000 0.00 0.00 0.00 50 90.000 0.00 0.00 0.00 50 96.000 0.00 0.00 0.00 50 102.000 0.00 0.00 0.00 50 108.000 0.00 0.00 0.00 50 114.000 0.00 0.00 0.00 50 120.000 0.00 0.00 0.00 50 6/6/2008 S:\projects\3330 - 700 ACRE TRACT\DA 1 Routingt yrTAKE2 Data Stage -Storage Computation WILDHORSE PLANTATION -DRAINAGE AREA ONE: TEMPORARY POOL Incremental Accumulated Row Contour Contour Area Volume Volume (S) Stage (Z) In S In Z Z est (it) (f) (it) (it) 1 338 94853 0.0 0.0 0 2 338.5 105203 50014.0 50014.0 0.5 108201 -0.6931 0.52 3 339 108338 53385.3 103399.3 1 11.5464 0.0000 1.01 4 339.5 111488 54956.5 158355.8 1.5 11.9726 0.4055 1.49 5 340 114652 56535.0 214890.8 2 12.2779 0.6931 1.97 6 340.5 117829 58120.3 273011.0 2.5 12.5173 0.9163 2.45 7 341 121021 59712.5 332723.5 3 12.7151 1.0986 2.93 8 341.5 124227 61312.0 394035.5 3.5 12.8842 1.2528 3.42 9 342 127448 62918.8 456954.3 4 13.0323 1.3863 3.92 10 342.5 130682 64532.5 521486.8 4.5 13.1644 1,5041 4A2 11 343 133931 66153.3 587640.0 5 13.2839 1.6094 4.93 12 343.5 137193 67781.0 655421.0 5.5 13,3930 1.7047 5.45 13 344 140470 69415.8 724836.8 6 13.4937 1.7918 5.98 14 344.5 143761 71057.8 795894.5 6.5 13.5872 1.8718 6.51 15 345 184592 82088.3 877982.8 7 13.6854 1.9459 7.12 16 346 234254 209423.0 1087405.8 8 13.8993 2.0794 8.66 Stage Storage Function log -log plot y = 1.0945x + 11.536 RZ = 0.9988 14-0000 z amoo 2 0000 -1.0000 -0.5000 0.0000 0.5000 1.0000 1.5000 2.0000 2,5000 LN (Z) Stage Storage Function 8 6 4 2 e 1 _ 0 0.0 200000.0 400000.0 600000.0 800000.0 1000000.0 1200000.0 Storage (co Constant 11,536381 Ks= 102417.91 Standard Error of Predicted Y 0.031444 6 = 1.0945 Rt 0.998765 6/6/2008 S:lprojectsM30 - 700 ACRE TRACTUA 1 Routingl yrTAKE2 Stage -Storage Stage -Storage Computation WILDHORSE PLANTATION -DRAINAGE AREA ONE: PERMANENT POOL Incremental Accumulated Row Contour Contour Area Volume Volume (S) Stage (Z) In S In Z Z est (ft) (ft) (ft') (ft) 1 333 57927 0.0 0.0 0 2 333.5 60841 29692.0 29692.0 0.5 10.2986 -0.6931 0.51 3 334 63769 31152.5 60844.5 1 11.0161 0,0000 0.99 4 334.5 66711 32620.0 93464.5 1.5 11,4453 0.4055 1.47 5 335 69667 34094.5 127559.0 2 11.7563 0.6931 1.96 6 335.5 72638 35576.3 163135.3 2.5 12.0023 0.9163 2.46 7 336 75622 37065.0 200200.3 3 12.2071 1.0986 2.96 8 336.5 78621 36560.8 238761.0 3.5 12.3832 1.2528 3.48 9 337 81634 40063.8 278824.8 4 12.5383 1.3863 4.02 10 337.5 84661 41573.8 320398.5 4.5 12.6773 1.5041 4.56 11 338 94853 44878.5 365277.0 5 12.8084 1.6094 5.15 6^ z J Stage Storage Function y = 1 0897x + 11.023 log -log plot R2 = 0.9994 -1.0000-0.5000 0.0000 0.5000 1.0000 1.5000 LN (Z) Stage Storage Function I 4 r m 3 m W 2 1 0 2.0000 0.0 50000.0 100000.0 150000.0 200000.0 250000.0 300000.0 350000.0 400000.0 Storage (co Constant 11.022672 Standard Error of Predicted Y 0.021468 R2 0.999358 Ks = 61258.46 b= 1.0897 6/6/2008 S:lprojectsQ330 - 700 ACRE TRACTOA 1 Routings yrTAKE2 Stage -Storage perm. Stage -Storage Computation WILDHORSE PLANTATION -DRAINAGE AREA ONE: FOREBAY A Incremental Accumulated Row Contour Contour Area Volume Volume (S) Stage (Z) In S In Z Z est (ft�) (W) (ft) (ft) 1 341.5 6871 0.0 0.0 0 2 342 7359 3557.5 3557.5 0.5 8.1768 -0.6931 0.51 3 342.5 7861 3805.0 7362.5 1 8.9042 0.0000 0.99 4 343 8378 4059.8 11422.3 1.5 9.3433 0.4055 1 A6 5 343.5 8908 4321.5 15743.8 2 9.6642 0.6931 1.95 6 344 10778 4921.5 20665.3 2.5 9.9362 0.9163 2.49 7 344.5 12805 5895.8 26561.0 3 10.1872 1.0986 3.13 Stage Storage Function log -log plot y = 1.1114x + 8.9203 RZ = 0.9983 -0.8000-0.6000-0.4000-0.2000 0.0000 0.2000 0.4000 0.6000 0.8000 1.0000 1.2000 LN (Z) 3.5 3 2.5 Stage Storage Function K 0.0 5000.0 10000.0 15000.0 20000.0 25000.0 30000.0 Storage (cf) Constant 8.920322 Standard Error of Predicted Y 0.033760 Rz 0.998322 Ks = 7485.36 b= 1.1114 6/6/2008 Stage -Storage forebay A S:\projects\3330 - 700 ACRE TRACT\DA 1 Routing'! yrTAKE2 Stage -Storage Computation WILDHORSE PLANTATION -DRAINAGE AREA ONE: FOREBAY B Incremental Accumulated Row Contour Contour Area Volume Volume (S) Stage (Z) In S In Z Z est W) (ft') (ft') (ft) 1 341 9600 0.0 0.0 0 2 341.5 10283 4970.8 4970.8 0.5 8.5113 -0.6931 0.51 3 342 10987 5317.5 10288.3 1 9.2388 0.0000 0.99 4 342.5 11712 5674.8 15963.0 1.5 9.6780 0.4055 1.46 5 343 12459 6042.8 22005.8 2 9.9991 0.6931 1.95 6 343.5 13226 6421.3 28427.0 2.5 10.2551 0.9163 2.46 7 344 15922 728Z0 35714.0 3 10.4833 1.0986 3.01 8 344.5 18779 8675.3 44389.3 3.5 10.7008 1.2528 3.66 -1.0000-0.5000 3.5 3 2.5 c rn 2 _m N 1.5 1 0.5 0 Stage Storage Function log -log plot y = 1.1152x + 9.2528 R2 = 0.9984 0.0000 0.5000 LN (Z) Stage Storage Function 1.0000 1.5000 0.0 5000.0 10000.0 15000.0 20000.0 25000.0 30000.0 35000.0 40000.0 45000.0 50000.0 Storage (cf) Constant Standard Error of Predicted Y Rz 9.252840 Ks = 10438.38 0M3557 b = 1.1152 0.998394 6/6/2008 S:\projects\3330 - 700 ACRE TRACTMA 1 Routing'! yrTAKE2 Stage -Storage forebay B Single Reservoir Routing WILDHORSE PLANTATION -DRAINAGE AREA ONE: MAIN POOL Norm surf area= Max surf area= Peak Elevation= Peak stage= Peak outflow= Initial Water level: Z;= 338 ft. Stage -Storage: Ks= 102417.9 b= 1.095 Zp= 338 ft (invert) Spillway: L= 100 Zcr- 346.15 ft. Cw= 3 2.5783 acres 2.9187 acres 341.71 3.71 3.66 112309 sq. ft. 127136 sq. ft. Barrel: N= 1 Dc= 48 in Cd= 0.6 Z (invert)= 336.25 ft. Minor Orifice: N= lift. Dc=in. Cd=Z (invert)= Riser: (Circular) (Rectangular) N= 1 Dia. in.) Length (ft.) Width ft. Cw= 3.33 0 6 6 Cd= 0.65 Area Perimeter Z (top)= 341.75 ft. 36.0 24.0 Time (hr) Time (min) Inflow (cfs) Storage (ft') Stage (ft) Outflow (cfs) Riser Orifice (cfs) Riser Weir (cfs) Minor Orifice (cfs) Barrel (cfs) RB Assembly (cfs) Spillway (cfs) 0.00 0.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 0.03 1.5 1.1 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 0.05 3.0 4.2 95 338.0 0.1 0.0 0.0 0.1 24.8 0.1 0.0 0.08 4.5 9.3 465 338.0 0.2 0.0 0.0 0.2 25.0 0.2 0.0 0.10 6.0 16.4 1291 338.0 0.3 0.0 0.0 0.3 25.2 0.3 0.0 0.13 7.5 25.1 2742 338.0 0.4 0.0 0.0 0.4 25.6 0.4 0.0 0.15 9.0 35.4 4970 338.1 0.5 0.0 0.0 0.5 26.2 0.5 0.0 0.18 10.5 46.9 8114 338.1 0.6 0.0 0.0 0.6 26.9 0.6 0.0 0.20 12.0 59.5 12285 338.1 0.7 0.0 0.0 0.7 27.91 0.7 0.0 1 of 5 6/6/2008 S:\projects\3330 - 700 ACRE TRACT\DA 1 Routingl yrTAKE2 Routing B & W Single Reservoir Routing 0.23 13.5 72.7 17573 338.21 0.8 0.01 0.01 0.81 29.2 0.81 0.0 0.25 15.0 86.4 24042 338.3 1.0 0.01 0.01 1.0 30.7 1.0 0.0 0.28 16.5 100.1 31726 338.3 1.1 0.0 0.0 1.1 32.4 1.1 0.0 0.30 18.0 113.5 40631 338.4 1.2 0.0 0.0 1.2 34.5 1.2 0.0 0.33 19.5 126.4 50733 338.5 1.4 0.0 0.0 1.4 36.8 1.4 0.0 0.35 21.0 138.3 61982 338.6 1.5 0.0 0.0 1.5 39.4 1.5 0.0 0.38 22.5 149.2 74297 338.7 1.6 0.0 0.0 1.6 42.2 1.6 0.0 0.40 24.0 158.61 87576 338.9 1.8 0.0 0.0 1.8 45.3 1.8 0.0 0.431 25.5 166.3 101689 339.01 1.9 0.0 0.0 1.9 48.7 1.9 0.0 0.45 27.0 172.3 116490 339.1 2.0 0.01 0.01 2.01 52.2 2.01 0.0 0.48 28.5 176.3 131815 339.3 2.1 0.0 0.0 2.1 55.9 2.11 0.0 0.50 30.0 178.2 147487 339.4 2.2 0.0 0.0 2.2 59.8 2.2 0.0 0.53 31.5 178.0 163322 339.5 2.3 0.0 0.0 2.3 63.7 2.3 0.0 0.55 33.0 175.7 179131 339.7 2.4 0.0 0.0 2.4 67.7 2.4 0.0 0.58 34.5 171.4 194725 339.8 2.5 0.0 0.0 2.5 71.6 2.5 0.0 0.60 36.0 165.1 209920 339.9 2.6 0.0 0.0 2.6 75.5 2.6 0.0 0.631 37.5 157.0 224543 340.01 2.7 0.0 0.0 2.7 79.3 2.7 0.0 0.65 39.0 147.8 238432 340.2 2.8 0.01 0.01 2.81 83.0 2.8 0.0 0.68 40.5 138.7 251482 340.3 2.9 0.01 0.01 2.91 85.9 2.91 0.0 0.70 42.0 130.1 263705 340.4 2.9 0.0 0.0 2.9 88.0 2.91 0.0 0.73 43.5 122.1 275152 340.5 3.0 0.0 0.0 3.0 89.9 3.0 0.0 0.75 45.0 114.6 285872 340.6 3.0 0.0 0.0 3.0 91.7 3.0 0.0 0.78 46.5 107.51 295909 340.6 3.1 0.0 0.0 3.1 93.3 3.1 0.0 0.80 48.0 100.9 305306 340.7 3.1 0.0 0.0 3.1 94.8 3.1 0.0 0.831 49.5 94.6 314102 340.81 3.2 0.0 0.0 3.2 96.2 3.2 0.0 0.85 51.0 88.8 322334 340.9 3.2 0.0 0.0 3.2 97.4 3.2 0.0 0.88 52.5 83.3 330037 340.9 3.2 0.0 0.0 3.21 98.6 3.2 0.0 0.90 54.0 78.2 337244 341.0 3.3 0.0 0.0 3.3 99.61 3.3 0.0 0.93 55.5 73.3 343985 341.0 3.3 0.0 0.0 3.3 100.6 3.3 0.0 0.95 57.0 68.8 350289 341.1 3.3 0.0 0.0 3.3 101.5 3.3 0.0 0.98 58.5 64.61 356184 341.1 3.4 0.0 0.0 3.4 102.4 3.4 0.0 1.00 60.0 60.6 361694 341.2 3.4 0.0 0.0 3.4 103.2 3.4 0.0 1.03 61.5 56.9 366844 341.2 3.4 0.0 0.0 3.4 103.9 3.4 0.0 1.05 63.0 53.3 371655 341.2 3.41 0.01 0.01 3.4 104.6 3.4 0.0 1.08 64.5 50.1 376149 341.3 3.4 0.0 0.0 3.4 105.2 3.4 0.0 1.10 66.0 47.0 380344 341.3 351 0.01 0.01 3.51 105.81 3.5 0.0 1.13 67.5 44.1 384260 341.3 3.51 0.01 0.01 3.51 106.31 3.5 0.0 2of5 6/6/2008 S:\projects\3330 - 700 ACRE TRACTOA 1 Routingl yrTAKE2 Routing B & W Single Reservoir Routing 1.15 69.0 41.3 387914 341 Al 3.5 0.01 0.01 3.51 106.8 3.51 0.0 1.18 70.5 38.8 391322 341.4 3.5 0.0 0.0 3.5 107.3 3.5 0.0 1.20 72.0 36.4 394499 341.4 3.5 0.0 0.0 3.5 107.7 3.5 0.0 1.23 73.5 34.2 397459 341.5 3.5 0.0 0.0 3.5 108.1 3.5 0.0 1.25 75.0 32.0 400216 341.5 3.5 0.0 0.0 3.5 108.5 3.5 0.0 1.28 76.5 30.1 402782 341.5 3.5 0.0 0.0 3.5 108.8 3.5 0.0 1.30 78.0 28.2 405170 341.5 3.6 0.0 0.0 3.6 109.1 3.6 0.0 1.33 79.5 26.51 407389 341.5 3.6 0.0 0.0 3.6 109.4 3.6 0.0 1.351 81.0 24.8 409451 341.51 3.6 0.01 0.01 3.61 109.7 3.6 0.0 1.38 82.5 23.3 411365 341.61 3.6 0.0 0.0 3.6 109.9 3.61 0.0 1.40 84.0 21.9 413141 341.6 3.6 0.0 0.0 3.6 110.2 3.6 0.0 1.43 85.5 20.5 414787 341.6 3.6 0.0 0.0 3.6 110.4 3.6 0.0 1.45 87.0 19.3 416310 341.6 3.6 0.0 0.0 3.6 110.6 3.6 0.0 1.48 88.5 18.1 417719 341.6 3.6 0.0 0.0 3.6 110.8 3.6 0.0 1.50 90.0 17.0 419021 341.6 3.6 0.0 0.0 3.6 110.9 3.6 0.0 1.53 91.5 15.91 420222 341.6 3.6 0.0 0.0 3.6 111.1 3.6 0.0 1.551 93.0 14.9 421328 341.6 3.6 0.01 0.0 3.6 111.2 3.6 0.0 1.58 94.5 14.0 422345 341.61 3.6 0.0 0.0 3.61 111.4 3.6 0.0 1.60 96.0 13.1 423280 341.7 3.6 0.0 0.0 3.6 111.5 3.6 0.0 1.63 97.5 12.3 424136 341.7 3.6 0.0 0.0 3.6 111.6 3.6 0.0 1.65 99.0 11.6 424919 341.7 3.6 0.0 0.0 3.6 111.7 3.6 0.0 1.68 100.5 10.9 425633 341.7 3.6 0.0 0.0 3.6 111.8 3.6 0.0 1.70 102.0 10.2 426283 341.7 3.6 0.0 0.0 3.6 111.9 3.6 0.0 1.73 103.5 9.61 426872 341.7 3.6 0.0 0.0 3.6 112.01 3.6 0.0 1.75 105.0 9.0 427404 341.7 3.6 0.01 0.0 3.6 112.0 3.6 0.0 1.78 106.5 8.4 427883 341.7 3.6 0.0 0.0 3.6 112.1 3.6 0.0 1.80 108.0 7.9 428312 341.7 3.6 0.0 0.0 3.6 112.1 3.6 0.0 1.83 109.5 7.4 428695 341.7 3.6 0.0 0.0 3.6 112.2 3.6 0.0 1.85 111.0 7.0 429033 341.7 3.6 0.0 0.0 3.6 112.2 3.6 0.0 1.88 112.5 6.5 429330 341.7 3.7 0.0 0.0 3.7 112.3 3.7 0.0 1.90 114.0 6.1 429589 341.7 3.7 0.0 0.0 3.7 112.3 3.7 0.0 1.931 115.5 5.7 429811 341.7 3.7 0.0 0.0 3.7 112.3 3.7 0.0 1.95 117.0 5.4 429999 341.71 3.71 0.01 0.0 3.7 112.4 3.7 0.0 1.98 118.5 5.1 430155 341.71 3.71 0.01 0.0 3.7 112.4 3.7 0.0 2.00 120.0 4.7 430281 341.7 3.7 0.0 0.0 3.7 112.4 3.7 0.0 2.03 121.5 4.5 430379 341.7 3.71 0.01 0.0 3.7 112.4 3.7 0.0 2.05 123.0 4.2 430450 341.71 3.71 0.01 0.0 3.7 112.4 3.7 0.0 3of5 6/6/2008 S:\projects\3330 - 700 ACRE TRACTOA 1 Routingl yrTAKE2 Routing B & W Single Reservoir Routing 2.08 124.5 3.9 430497 341.71 3.7 0.01 0.01 3.71 112.4 3.71 0.0 2.10 126.0 3.7 430521 341.7 3.7 0.01 0.01 3.7 112.4 3.7 0.0 2.13 127.5 3.4 430523 341.7 3.7 0.0 0.0 3.7 112.4 3.7 0.0 2.15 129.0 3.2 430504 341.7 3.7 0.0 0.0 3.7 112.4 3.7 0.0 2.18 130.5 3.0 430467 341.7 3.7 0.0 0.0 3.7 112.4 3.7 0.0 2.20 132.0 2.8 430411 341.7 3.7 0.0 0.0 3.7 112.4 3.7 0.0 2.23 133.5 2.7 430339 341.7 3.7 0.0 0.0 3.7 112.4 3.7 0.0 2.25 135.0 2.51 430250 341.7 3.7 0.0 0.0 3.7 112.4 3.7 0.0 2.281 136.5 2.4 430147 341.71 3.7 0.0 0.0 3.7 112.4 3.7 0.0 2.30 138.0 2.2 430030 341.71 3.7 0.01 0.01 3.71 112.4 3.7 0.0 2.33 139.5 2.1 429900 341.71 3.7 0.0 0.0 3.7 112.3 3.7 0.0 2.35 141.0 1.9 429758 341.71 3.7 0.0 0.0 3.7 112.3 3.7 0.0 2.38 142.5 1.8 429605 341.71 3.7 0.0 0.0 3.7 112.3 3.7 0.0 2.40 144.0 1.7 429440 341.7 3.7 0.0 0.0 3.7 112.3 3.7 0.0 2.43 145.5 1.6 429266 341.7 3.7 0.0 0.0 3.7 112.3 3.7 0.0 2.45 147.0 1.51 429082 341.7 3.6 0.0 0.0 3.6 112.2 3.6 0.0 2.481 148.5 1.4 428889 341.7 3.6 0.0 0.0 3.6 112.2 3.6 0.0 2.50 150.0 1.3 428688 341.7 3.6 0.01 0.01 3.61 112.2 3.6 0.0 2.53 151.5 1.2 428479 341.7 3.6 0.01 0.01 3.6 112.2 3.6 0.0 2.55 153.0 1.2 428263 341.7 3.6 0.0 0.01 3.6 112.1 3.6 0.0 2.58 154.5 1.1 428040 341.7 3.6 0.0 0.0 3.6 112.1 3.6 0.0 2.60 156.0 1.0 427810 341.7 3.6 0.0 0.0 3.6 112.1 3.6 0.0 2.63 157.5 1.0 427575 341.7 3.6 0.0 0.0 3.6 112.0 3.6 0.0 2.65 159.0 0.9 427334 341.7 3.6 0.0 0.0 3.6 112.0 3.6 0.0 2.68 160.5 0.8 427087 341.7 3.6 0.0 0.0 3.61 112.0 3.61 0.0 2.70 162.0 0.8 426836 341.7 3.6 0.0 0.0 3.61 112.0 3.6 0.0 2.73 163.5 0.7 426580 341.7 3.6 0.0 0.0 3.6 111.9 3.6 0.0 2.75 165.0 0.7 426320 341.7 3.6 0.0 0.0 3.6 111.9 3.6 0.0 2.78 166.5 0.7 426056 341.7 3.6 0.0 0.0 3.6 111.9 3.6 0.0 2.80 168.0 0.6 425788 341.7 3.6 0.0 0.0 3.6 111.8 3.6 0.0 2.83 169.5 0.61 425516 341.7 3.6 0.0 0.0 3.6 111.8 3.6 0.0 2.85 171.0 0.5 425241 341.7 3.6 0.0 0.0 3.6 111.7 3.6 0.0 2.88 172.5 0.5 424963 341.7 3.6 0.0 0.0 3.6 111.7 3.6 0.0 2.90 174.0 0.5 424682 341.7 3.6 0.0 0.0 3.6 111.7 3.6 0.0 2.93 175.5 0.4 424398 341.7 3.6 0.0 0.0 3.6 111.6 3.6 0.0 2.95 177.0 0.4 424111 341.7 3.6 0.0 0.0 3.6 111.6 3.6 0.0 2.98 178.5 0.4 423823 341.7 3.6 0.0 0.0 3.6 111.6 3.61 0.0 4of5 6/6/2008 SAprojects\3330 - 700 ACRE TRACTOA 1 Routingl yrTAKE2 Routing 6 & W Single Reservoir Routing 3.00 180.0 0.4 423532 341.71 3.6 0.01 0.01 3.61 111.5 3.61 0.0 6.00 360.0 0.0 385696 341.4 3.5 0.0 0.0 3.51 106.5 3.5 0.0 12.00 720.0 0.0 313960 340.8 3.2 0.0 0.0 3.2 96.1 3.2 0.0 18.00 1080.0 0.0 249022 340.3 2.8 0.0 0.0 2.8 85.5 2.8 0.0 24.00 1440.0 0.0 191021 339.8 2.5 0.0 0.0 2.5 70.7 2.5 0.0 30.00 1800.0 0.0 140119 339.3 2.2 0.0 0.0 2.2 58.0 2.2 0.0 36.00 2160.0 0.0 96509 338.9 1.8 0.0 0.0 1.8 47.5 1.8 0.0 42.00 2520.0 0.01 60433 338.E 1.5 0.0 0.0 1.5 39.0 1.5 0.0 48.00 2880.0 0.0 32206 338.3 1.1 0.0 0.0 1.1 32.5 1.1 0.0 54.00 3240.0 0.0 12280 338.1 0.7 0.0 0.0 0.7 27.9 0.7 0.0 60.00 3600.0 0.0 1429 338.0 0.3 0.0 0.0 0.3 25.2 0.3 0.0 66.00 3960.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 72.00 4320.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 78.00 4680.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 84.00 5040.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 90.00 5400.0 0.0 0 338.0 0.0 0.01 0.01 0.0 24.8 0.01 0.0 96.00 5760.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 102.00 6120.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 108.00 6480.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 114.00 6840.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 120.00 7200.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 6/6/2008 SAprojects\3330 - 700 ACRE TRACTOA 1 Routingl yrTAKE2 Routing B & W 1 of 3 Inflow Hydrograph Formulation For Small Watersheds Project 3330 Description Wildhorse Plantation Location Near Spout Springs, Harnett County NC Client Pierce Development Company Drainage Area One Frequency Duration Design Storm Event 100 Year 24 Hours Total Site Area 293.98 ac. Total Drainage Area (A) 125.44 ac. Hydraulic Length (L) 4700 ft. Watershed Relief (H) 71 ft. Time of Concentration (Tc) 26.4 min. Post Development Pre Development Rational C (for Q=CIA) 0.59 Rational C (for Q=CIA) 0.35 Intensity (1) 5.64 in./hr. Intensity (1) 5.64 in./hr. Peak Flow (Qp) 417.41 cfs Peak Flow (Qp) 247.62 cfs SCS Curve Number (CN) 75 SCS Curve Number (CN) 45 Ultimate Soil Storage (S) 3.333 in. Ultimate Soil Storage (S) 12.222 in. Precipitation (P) 8.21 in. Precipitation (P) 8.21 in. Runoff Depth (Q') 5.23 in. Runoff Depth (Q-) 1.85 in. Runoff Volume 2382174 ft. Runoff Volume 841487 ft. Time to Peak (Tp) 1.14 hr. Time to Peak (Tp) 0.68 hr. Time (hr.) Post Development Inflow (cfs) Pre Development Inflow (cfs) Estimated Post Development Outflow Estimated Storage (of) 0.000 0.00 0.00 0.00 0 0.025 0.49 0.83 0.10 0 0.050 1.98 3.30 0.41 352 0.075 4.44 7.38 0.93 1759 0.100 7.87 13.01 1.65 4918 0.125 1 12.25 20.13 2.57 10515 0.150 17.56 28.63 3.70 19224 0.175 23.78 38.40 5.03 31701 0.200 30.88 49.32 6.55 48581 0.225 38.82 61.22 8.27 70475 0.250 47.56 73.97 10.19 97965 0.275 57.07 87.38 12.29 131603 0.300 67.30 101.28 14.58 171905 0.325 1 78.20 115.48 17.05 219352 0.350 89.71 129.79 19.70 274382 0.375 101.79 144.02 22.53 337391 0.400 114.38 157.98 25.52 408732 0.425 127.42 171.48 28.68 488707 0.450 140.84 184.35 31.99 577573 0.475 154.58 196.40 1 35.46 1 675533 0.500 168.58 207.49 39.08 782738 0.525 182.76 217.46 42.83 899287 0.550 197.08 226.18 46.73 1025224 0.575 1 211.44 233.53 50.75 1160538 6/6/2008 S:\projects\3330 - 700 ACRE TRACT\DA 1 Routing100 yrTAKE2 Data 2of3 0.600 225.80 239.42 54.89 1305163 0.625 240.07 243.76 59.15 1458977 0.650 254.19 246.50 63.52 1621804 0.675 268.10 247.60 67.98 1793413 0.700 281.73 247.04 72.54 1973520 0.725 295.01 244.84 77.19 2161786 0.750 307.88 241.02 81.91 2357825 0.775 320.28 235.64 86.70 2561197 0.800 1 332.15 228.76 91.56 2771416 0.825 343.44 220.48 96.47 2987951 0.850 354.09 211.17 101.42 3210226 0.875 364.05 201.30 106.41 3437627 0.900 373.27 191.89 111.44 3669497 0.925 381.71 182.93 116.48 3905150 0.950 389.34 174.38 121.53 4143864 0.975 396.10 166.23 126.59 4384889 1.000 1 401.98 158.46 131.64 4627453 1.025 406.94 151.06 136.68 4870759 1.050 410.96 144.00 141.70 5113995 1.075 414.03 137.27 146.69 5356334 1.100 416.12 130.86 151.64 5596941 1.125 417.22 124.74 156.54 5834973 1.150 417.34 118.91 161.39 6069587 1.175 416.47 113.36 166.18 6299943 1.200 1 414.62 108.06 170.89 6525208 1.225 411.78 103.01 175.53 6744558 1.250 407.99 98.20 180.08 6957185 1.275 403.25 93.61 184.54 7162302 1.300 397.59 89.23 188.89 7359142 1.325 391.03 85.06 193.14 7546966 1.350 383.61 81.09 197.27 7725066 1.375 375.36 77.30 201.28 7892769 1.400 1 366.32 73.69 205.16 8049438 1.425 356.53 70.24 208.91 8194479 1.450 346.94 66.96 212.51 8327342 1.475 337.19 63.83 215.96 8448330 1.500 327.72 60.85 219.26 8557436 1.525 318.51 58.01 222.40 8655047 1.550 309.56 55.30 225.38 8741545 1.575 300.87 52.71 228.18 8817310 1.600 1 292.41 50.25 230.82 8882723 1.625 284.20 47.90 233.27 8938158 1.650 276.21 45.66 235.54 8983991 1.675 268.45 43.53 237.63 9020595 1.700 260.91 41.49 239.52 9048337 1.725 253.58 39.56 241.22 9067586 1.750 246.46 37.71 242.73 9078707 1.775 239.53 35.94 244.04 9082060 1.800 232.80 34.27 245.15 9078005 1.825 226.26 32.66 246.05 1 9066897 1.850 219.91 31.14 246.75 9049088 1.875 213.73 29.68 247.25 9024928 1.900 207.72 28.30 247.53 8994762 6/6/2008 S:\projects\3330 - 700 ACRE TRACT\DA 1 Routing100 yrTAKE2 Data 3of3 1.925 201.89 26.97 247.62 8958931 1.950 196.22 25.71 247.49 8917774 1.975 190.70 24.51 247.16 8871623 2.000 185.34 23.37 246.63 8820808 4.000 18.96 0.51 71.88 3251688 6.000 1.94 0.01 18.59 935841 12.000 0.00 0.00 0.32 17099 18.000 1 0.00 0.00 0.01 199 24.000 0.00 0.00 0.00 -94 30.000 0.00 0.00 0.00 -99 36.000 0.00 0.00 0.00 -99 42.000 0.00 0.00 0.00 -99 48.000 0.00 0.00 0.00 -99 54.000 0.00 0.00 0.00 -99 60.000 0.00 0.00 0.00 -99 66.000 1 0.00 0.00 0.00 -99 72.000 0.00 0.00 0.00 -99 78.000 0.00 0.00 0.00 -99 84.000 0.00 0.00 0.00 -99 90.000 0.00 0.00 0.00 -99 96.000 0.00 0.00 0.00 -99 102.000 0.00 1 0.00 1 0.00 -99 108.000 0.00 0.00 0.00 -99 114.000 0.00 0.00 0.00 99 120.000 0.00 0.00 0.00 -99 6/6/2008 S:\projects\3330 - 700 ACRE TRACT\DA 1 Roubng100 yrTAKE2 Data Single Reservoir Routing WILDHORSE PLANTATION -DRAINAGE AREA ONE: MAIN POOL Norm surf area= Max surf area= Peak Elevation= Peak stage= Peak outflow= Initial Water level: Z;= 338 ft. Stage -Storage: Ks= 102417.9 b= 1.095 Zo= 338 ft (invert) Spillway: L= 100 Zcr- 346.15 ft. Cw= 3 2.5783 acres 3.1601 acres 346.61 8.61 267.60 112309 sq. ft. 137652 sq. ft. Barrel: N= A Dc=in. Cd=Z (invert)=ft. Minor Orifice: N= A338 Dc=in. Cd=Z (invert)= ft. Riser: (Circular) (Rectangular) N= 1 Dia. (in.) Length (ft. Width (ft.) Cw= 3.33 0 6 1 6 Cd= 0.65 Area Perimeter Z (top)= 341.75 ft. 36.0 24.0 Time (hr) Time (min) Fnfw ) Storage (ft') Stage ft) Outflow (cfs) Riser Orifice (cfs) Riser Weir cfs) Minor Orifice cfs) Barrel (cfs) RB Assembly (cfs Spillway cfs) 0.00 0.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 0.03 1.5 0.5 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 0.05 3.0 2.0 45 338.0 0.1 0.0 0.0 0.1 24.8 0.1 0.0 0.08 4.5 4.4 217 338.0 0.1 0.0 0.0 0.1 24.9 0.1 0.0 0.10 6.0 7.9 607 338.0 0.2 0.0 0.0 0.2 25.0 0.2 0.0 0.13 7.5 12.3 1298 338.0 0.3 0.0 0.0 0.3 25.2 0.3 0.0 0.15 9.0 17.6 2378 338.0 0.3 0.0 0.0 0.3 25.5 0.3 0.0 0.18 10.5 23.8 3928 338.1 0.4 0.0 0.0 0.4 25.9 0.4 0.0 0.20 12.0 30.9 6030 338.1 0.5 0.0 0.0 0.5 26.4 0.5 0.0 1 of 4 6/6/2008 S:\projects\3330 - 700 ACRE TRACT\DA 1 Routing100 yrTAKE2 Routing B & W Single Reservoir Routing 0.23 13.5 38.8 8762 338.11 0.6 0.01 0.0 0.61 27.1 0.61 0.0 0.25 15.0 47.6 12200 338.1 0.7 0.0 0.0 0.7 27.9 0.7 0.0 0.28 16.5 57.1 16417 338.2 0.8 0.0 0.0 0.8 28.9 0.8 0.0 0.30 18.0 67.3 21479 338.2 0.9 0.0 0.0 0.9 30.1 0.9 0.0 0.33 19.5 78.2 27453 338.3 1.0 0.0 0.0 1.0 31.5 1.0 0.0 0.35 21.0 89.7 34397 338.4 1.2 0.0 0.0 1.2 33.0 1.2 0.0 0.38 22.5 101.8 42367 338.4 1.3 0.0 0.0 1.3 34.9 1.3 0.0 0.40 24.0 114.41 51415 338.5 1.4 0.0 0.0 1.4 37.0 1.4 0.0 0.43 25.5 127.4 61585 338.61 1.5 0.01 0.01 1.51 39.3 1.51 0.0 0.45 27.0 140.8 72917 338.7 1.6 0.0 0.0 1.6 41.9 1.6 0.0 0.48 28.5 154.6 85446 338.8 1.7 0.0 0.0 1.7 44.8 1.7 0.0 0.50 30.0 168.6 99201 339.0 1.9 0.0 0.0 1.9 48.1 1.9 0.0 0.53 31.5 182.8 114204 339.1 2.0 0.0 0.0 2.0 51.7 2.0 0.0 0.55 33.0 197.1 130474 339.2 2.1 0.0 0.0 2.1 55.6 2.1 0.0 0.58 34.5 211.4 148020 339.4 2.2 0.0 0.0 2.2 59.9 2.2 0.0 0.601 36.0 225.81 166848 339.6 2.4 0.0 0.0 2.4 64.6 2.4 0.0 0.63 37.5 240.1 186956 339.71 2.5 0.01 0.01 2.51 69.6 2.5 0.0 0.65 39.0 254.2 208337 339.91 2.6 0.01 0.0 2.6 75.1 2.6 0.0 0.68 40.5 268.1 230979 340.11 2.8 0.01 0.0 2.8 81.0 2.8 0.0 0.70 42.0 281.7 254860 340.3 2.9 0.01 0.0 2.9 86.5 2.9 0.0 0.73 43.5 295.0 279957 340.5 3.0 0.0 0.0 3.0 90.7 3.0 0.0 0.75 45.0 307.9 306237 340.7 3.11 0.0 0.0 3.1 94.9 3.11 0.0 0.78 46.5 320.3 333665 340.9 3.3 0.0 0.0 3.3 99.1 3.3 0.0 0.801 48.0 332.21 362198 341.2 3.4 0.0 0.01 3.4 103.2 3.4 0.0 0.83 49.5 343.4 391787 341.4 3.5 0.0 0.0 3.51 107.3 3.5 0.0 0.85 51.0 354.1 422382 341.6 3.6 0.0 0.0 3.61 111.4 3.6 0.0 0.88 52.5 364.0 453924 341.91 8.3 578.4 4.5 3.7 115.4 8.3 0.0 0.90 54.0 373.3 485944 342.1 23.9 950.41 20.0 3.9 119.3 23.9 0.0 0.93 55.5 381.7 517387 342.4 45.1 1207.7 41.1 4.0 123.0 45.1 0.0 0.95 57.0 389.3 547681 342.6 69.7 1411.0 65.6 4.1 126.4 69.7 0.0 0.98 58.5 396.1 576450 342.8 96.2 1579.2 92.0 4.2 129.5 96.2 0.0 1.001 60.0 402.01 663445 343.1 123.4 1721.7 119.2 4.3 132.4 123.4 0.0 1.03 61.5 406.9 628513 343.2 135.0 1843.7 146.411 4.3 135.0 135.0 0.0 1.05 63.0 411.0 652984 343.4 137.5 1955.1 174.5 4.4 137.5 137.5 0.0 1.08 64.5 414.0 677593 343.E 140.0 2060.7 204.4 4.5 140.0 140.0 0.0 1.10 66.0 416.1 702257 341 142.4 2161.1 235.7 4.6 142.4 142.4 0.0 1.13 67.5 417.2 7268911 344.01 144.8 2256.61 268.3 4.6 144.8 144.8 0.0 2of4 6/6/2008 S:\projects\3330 - 700 ACRE TRACTOA 1 Routing100 yrTAKE2 Routing B & W Single Reservoir Routing 1.15 69.0 417.3 751412 344.21 147.1 2347.51 302.1 4.71 147.1 147.11 0.0 1.18 70.5 416.5 775737 344.4 149.3 2434.21 336.8 4.81 149.3 149.31 0.0 1.20 72.0 414.6 799781 344.5 151.5 2516.7 372.2 4.9 151.5 151.5 0.0 1.23 73.5 411.8 823462 344.7 153.6 2595.2 408.2 4.9 153.6 153.6 0.0 1.25 75.0 408.0 846697 344.9 155.7 2669.7 444.4 5.0 155.7 155.7 0.0 1.28 76.5 403.2 869407 345.1 157.6 2740.5 480.7 5.0 157.6 157.6 0.0 1.30 78.0 397.6 891514 345.2 159.5 2807.6 516.8 5.1 159.5 159.5 0.0 1.33 79.5 391.01 912942 345.4 161.31 2870.9 552.6 5.2 161.3 161.3 0.0 1.351 81.0 383.6 933618 345.51 163.0 2930.6 587.8 5.2 163.0 163.0 0.0 1.38 82.5 375.4 953471 345.7 164.6 2986.7 622.2 5.3 164.61 164.6 0.0 1.40 84.0 366.3 972435 345.8 166.2 3039.3 655.6 5.3 166.2 166.2 0.0 1.43 85.5 356.5 990447 345.9 167.6 3088.3 687.8 5.3 167.6 167.6 0.0 1.45 87.0 346.9 1007448 346.1 169.0 3133.7 718.7 5.4 169.0 169.0 0.0 1.48 88.5 337.2 1023464 346.2 172.8 3175.9 748.1 5.4 170.2 170.2 2.5 1.50 90.0 327.7 1038261 346.3 188.8 3214.3 775.6 5.5 171.4 171.4 17.4 1.53 91.5 318.5 1050766 346.4 207.8 3246.4 799.0 5.5 172.4 172.4 35.5 1.551 93.0 309.6 1060726 346.51 225.8 3271.71 817.91 5.51 173.1 173.1 52.7 1.58 94.5 300.9 1068253 346.5 240.8 3290.71 832.2 5.5 173.7 173.7 67.1 1.60 96.0 292.4 1073667 346.6 252.3 3304.31 842.5 5.5 174.1 174.1 78.1 1.63 97.5 284.2 1077280 346.6 260.2 3313.31 849.5 5.6 174.4 174A 85.8 1.65 99.0 276.2 1079437 346.6 265.1 3318.7 853.6 5.6 174.6 174.6 90.5 1.68 100.5 268.5 1080438 346.6 267.4 3321.2 855.5 5.6 174.6 174.6 92.7 1.70 102.0 260.9 1080535 346.6 267.6 3321.4 855.7 5.6 174.6 174.6 92.9 1.73 103.5 253.6 1079933 346.6 266.2 3319.9 854.6 5.6 174.6 174.6 91.6 1.751 105.0 246.5 1078796 346.61 263.6 3317.1 852.4 5.6 174.51 174.5 89.1 1.78 106.5 239.5 1077249 346.6 260.2 3313.2 849.4 5.6 174.4 174.4 85.8 1.80 108.0 232.8 1075393 346.6 256.0 3308.6 845.8 5.6 174.3 174.3 81.8 1.83 109.5 226.3 1073301 346.6 251.5 3303.41 841.8 5.5 174.1 174.1 77.4 1.85 111.0 219.9 1071032 346.5 246.6 3297.7 837.5 5.5 173.9 173.9 72.7 1.88 112.5 213.71 1068627 346.5 241.6 3291.7 832.9 5.5 173.7 173.7 67.8 1.90 114.0 207.7 1066121 346.5 236.4 3285.3 828.1 5.5 173.5 173.5 62.9 1.93 115.5 201.9 1063536 346.5 231.3 3278.8 823.2 5.5 173.3 173.3 57.9 1.95 117.0 196.2 1060891 346.51 226.1 3272.1 818.2 5.5 173 11 173.11 53.0 1.98 118.5 190.7 1058199 346.4 221.0 3265.3 813.1 5.5 172.9 172.9 48.1 2.00 120.0 185.3 1055468 346.4 216.1 3258.4 807.9 5.5 172.71 172.7 43.3 3.00 180.0 59.3 838681 344.8 155.0 2644.3 431.8 5.0 155.0 155.0 0.0 6.00 360.0 1.9 447178 341.81 6.011 463.01 2.3 3.7 114.51 6.0 0.0 3of4 6/6/2008 S:\projects\3330 - 700 ACRE TRACTOA 1 Routing100 yrTAKE2 Routing B & W Single Reservoir Routing 12.00 720.0 0.0 373019 341.31 3.4 0.01 0.0 3.41 104.8 3.41 0.0 18.00 1080.0 0.0 302436 340.7 3.1 0.0 0.0 3.1 94.4 3.1 0.0 24.00 1440.0 0.0 238667 340.2 2.8 0.0 0.0 2.8 83.0 2.8 0.0 30.00 1800.0 0.0 181861 339.7 2.5 0.0 0.0 2.5 68.3 2.5 0.0 36.00 2160.0 0.0 132184 339.3 2.1 0.0 0.0 2.1 56.0 2.1 0.0 42.00 2520.0 0.0 89837 338.9 1.8 0.0 0.0 1.8 45.9 1.8 0.0 48.00 2880.0 0.0 55070 338.6 1.4 0.0 0.0 1.4 37.8 1.4 0.0 54.00 3240.0 0.0 28217 338.3 1.1 0.0 0.0 1.1 31.6 1.1 0.0 60.00 3600.0 0.0 9764 338.1 0.6 0.01 0.01 0.6 27.3 0.61 0.0 66.00 3960.0 0.0 596 338.0 0.2 0.01 0.0 0.2 25.0 0.2 0.0 72.00 4320.0 0.0 0 338.0 0.0 0.01 0.0 0.0 24.8 0.0 0.0 78.00 4680.0 0.0 0 338.0 0.0 0.01 0.0 0.0 24.8 0.0 0.0 84.00 5040.0 0.0 0 338.0 0.0 0.01 0.0 0.0 24.8 0.0 0.0 90.00 5400.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 96.00 5760.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 102.00 6120.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 108.00 6480.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 114.00 6840.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.8 0.0 0.0 120.00 7200.0 0.0 0 338.0 0.0 0.0 0.0 0.0 24.81 0.01 0.0 4of4 6/6/2008 SAprojects\3330 - 700 ACRE TRACTOA 1 Routing100 yrTAKE2 Routing B & W