HomeMy WebLinkAboutWPO201500098 Calculations WPO VSMP 2015-11-13 WINTERGREEN FARM STORMWATER
MANAGEMENT CALCULATIONS PACKET
Date of Calculations
NOVEMBER 13, 2015
PREPARED BY:
COLLINS
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719 PH
434.293.2813 FX
www.collins-engineering.com
DEQ Virginia Runoff Reduction Method
Water Quality Calculations
Virginia Runoff Reduction Metho New Development orksheet-v2.8 -June 2014
To be used w/2011 BMP Standar�ifications
Site Data
Project Name: Wintergreen Farm-Phases I, II &III
Date: 10/30/15
data input cells
calculation cells
constant values
1. Post-Development Project& Land Cover Information
Constants
Annual Rainfall(inches) 44
Target Rainfall Event(inches) 1.00
Phosphorus EMC(mg/L) 0.26 Nitrogen EMC(mg/L) 1.86
Target Phosphorus Target Load(Ib/acre/yr) 0.41
Pj 0.90
Land Cover (acres)
A soils B Soils C Soils D Soils Totals
Forest/Open Space(acres)--undisturbed, ""+I
protected forest/open space or reforested land 0.00 0.00 8.71 . 0.00 8.71
Managed Turf(acres)--disturbed,graded for
yards or other turf to be mowed/managed 0.00 20.27 38.31 0.00 58.58
Impervious Cover(acres) 0.00 5.21 4.63 0.00 9.84
Total 7713
Rv Coefficients
A soils B Soils C Soils D Soils I _
Forest/Open Space 0.02 0.03 0.04 0.05
Managed Turf 0.15 0.20 0.22 0.25
..............
Impervious Cover 0.95 0.95 0.95 0.95
Land Cover Summary
Forest/Open Space Cover(acres) 8.71 1
Weighted Rv(forest) 0.04
Forest 11%
Managed Turf Cover(acres) 58.58',
Weighted Rv(turf) 0.21
%Managed Turf 76%
Impervious Cover(acres) 9.84
Rv(impervious) 0.95
%Impervious 13%
Total Site Area(acres) 77.13
Site Rv 0.29
Post-Development Treatment Volume(acre-ft) 1.85
Post-Development I reatment Volume(cubic •
feet) 80,508
Post_Development Load(TP)(Ib/yr) 51.76 Post_Development Load(TN)(Ib/yr)I 370.281
Total Load(TP)Reduction Required(Ib/yr) 20.14
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Virginia Runoff Reduction Method Worksheet
Virginia Runoff Reduction Method New Development Worksheet-v2.8-June 2014
Site Data Summary
Total Rainfall= 44 inches
Site Land Cover Summary
A Soils B Soils C Soils D Soils T %of Total
Forest(acres) 0.00 0.00 8.71 0.00 11.29
Turf(acres) 0.00 20.27 38.31 0.00 58.58 75.95
Impervious(acres) 0.00 5.21 4.63 0.00 9.84 12.76
77.13 100.00
Site Rv 0.29
Post Development Treatment Volume(ft3) 80508
Post Development TP Load(Ib/yr) 51.76
Post Development TN Load(Ib/yr) 370.28
Total TP Load Reduction Required(lb/yr) 20.14
Total Runoff Volume Reduction(ft') 0
Total TP Load Reduction Achieved(Ib/yr) 21
Total TN Load Reduction Achieved(lb/yr) 125.68
Adjusted Post Development TP Load(Ib/yr) 30.97
Remaining Phosphorous Load Reduction(Lb/yr)Required 0.00
Drainage Area Summary
D.A.A D.A.B D.A.C D.A.D D.A.E Total
Forest(acres) 0.00 1.17 0.00 0.00 0.00 1.17
Turf(acres) 18.56 11.48 0.00 5.07 0.00 35.11
Impervious(acres) 5.09 3.29 0.00 1.68 0.00 10.06
46.34
Drainage Area Compliance Summary
D.A.A D.A.B D.A.C D.A.D D.A.E Total
TP Load Red.(Ib/yr) 9.96 9.88 0.00 0.95 0.00 20.79
TN Load Red.(Ib/yr) 42.76 37.70 0.00 45.22 0.00 125.68
Summary Print
Virginia Runoff Reduction Method Worksheet
Drainage Area A Summary
Land Cover Summary
A Soils B Soils C Soils D Soils Total %of Total
Forest(acres) 0.00 0.00 0.00 0.00 0.00 0.00
Turf(acres) 0.00 18.56 0.00 0.00 18.56 78.48
Impervious(acres) 0.00 5.09 0.00 0.00 5.09 21.52
23.65
BMP Selections
Pra ice_ �� Credit Area(acres) Downstream
4Practice
13.a.Wet Pond#1(Spec#14) Impervious: 5.09
Turf(Pervious): 18.56
Total Impervious Cover Treated(acres) 5.09
Total Turf Area Treated(acres) 18.56
Total TP Load Reduction Achieved in D.A.A(Ib/yr) 9.96
Total TN Load Reduction Achieved in D.A.A(Ib/yr) 42.76
Summary Print
Virginia Runoff Reduction Method Worksheet
Drainage Area B Summary
Land Cover Summary
A Soils B Soils C Soils D Soils Total %of Total
Forest(acres) 0.00 0.00 1.17 0.00 1.17 7.34
Turf(acres) 0.00 0.00 11.48 0.00 11.48 72.02
Impervious(acres) 0.00 0.00 3.29 0.00 3.29 20.64
15.94
BMP Selections
Practice Credit Area(acres) Downstream
Practice
13.c.Wet Pond#2(Spec#14) Impervious: 3.29
Turf(Pervious): 11.48
Total Impervious Cover Treated(acres) 3.29
Total Turf Area Treated(acres) 11.48
Total TP Load Reduction Achieved in D.A.A(Ib/yr) 9.88
Total TN Load Reduction Achieved in D.A.A(Ib/yr) 37.70
Summary Print
Virginia Runoff Reduction Method Worksheet
Drainage Area D Summary
Land Cover Summary
A Soils B Soils C Soils D Soils Total %of Total
Forest(acres) 0.00 0.00 0.00 0.00 0.00 0.00
Turf(acres) 0.00 0.00 5.07 0.00 5.07 75.11
Impervious(acres) 0.00 0.00 1.68 0.00 1.68 24.89
6.75
BMP Selections
Practice Credit Area(acres) Downstream
Practice
8.a.ED#1(Spec#15) Impervious: 1.68
Turf(Pervious): 5.07
Total Impervious Cover Treated(acres) 1.68
Total Turf Area Treated(acres) 5.07
Total TP Load Reduction Achieved in D.A.A(Ib/yr) 0.95
Total TN Load Reduction Achieved in D.A.A(Ib/yr) 45.22
Summary Print
Virginia Runoff Reduction Method Worksheet
Channel and Flood Protection
Weighted CN 1-year 2-year storm 10-year
storm Adjusted CN storm
Adjusted Adjusted
CN CN
Target Rainfall Event(in) 3.50 3.70 5.60
D.A.A CN 69 69 69 69
D.A.B CN 79 79 79 79
D.A.C CN 0 #N/A #N/A #N/A
D.A.D CN 80 80 80 80
D.A.ECN 0 #N/A #N/A #N/A
Summary Print
SCS TR-55 Calculations
(The soils' properties witin the proposed disturbances are predominantly composed of hydrologic types B & C.)
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Soil Map-Albemarle County,Virginia
Map Unit Legend
Albemarle County,Virginia(VA003)
1
j Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
13D Catoctin very stony silt loam, 15 1.71 2.5%
to 25 percent slopes
13E Catoctin very stony silt loam,25 5.6. 8.3%
to 45 percent slopes
16 Chewacla silt loam 7.8 11.4%
21 B Culpeper fine sandy loam,2 to I 4.5 6.6%
7 percent slopes
21C Culpeper fine sandy loam, 7 to 5.6 8.3%
15 percent slopes
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27B Elioak loam,2 to 7 percent 4.6 6.8%
slopes
27C Elioak loam,7 to 15 percent 1 0.7 1.0%
slopes
29B Fauquier silt loam,2 to 7 15.0 22.2%
percent slopes
29C Fauquier silt loam,7 to 15 11.8 17.4%
percent slopes
30C3 Fauquier silty clay loam,7 to 15 4.4 6.5%
percent slopes, severely
eroded
32C 1 Fluvanna silt loam,7 to 15 0.5 0.7%
percent slopes
33C Fluvanna very stony silt loam,7'', 0.0 0.0%
to 15 percent slopes
39C Hazel loam,7 to 15 percent 1 3.3 i 4.8%
slopes
39D Hazel loam, 15 to 25 percent 0.1 0.2%
slopes
93D l Watt channery silt loam, 15 to 1 2.1 3.2%
25 percent slopes
Totals for Area of Interest 67.7 100.0%
['SDA Natural Resources Web Soil Survey 10/7/2014
Conservation Service National Cooperative Soil Survey Page 3 of 3
U.S.Department of Agriculture FL-ENG-21A
Natural Resources Conservation Service 06/04
TR 55 Worksheet 2:Runoff Curve Number and Runoff
Project: Wintergreen Farm Designed By: FGM,PE Date: 11/13/2015
Location: Sunset Ave/Redfield Rd/Wintergreen Ln.Boundary Checked By:SRC,PE Date: 11/13/2015
Check One: Present X DesX
1.Runoff curve Number(CN)
Drainage Soil name and Cover description CN(weighted)=
rou Area Product of CN Calculated'S'
Area hydrologic group (Cover type,treatment,and hydrologic condition;percent CN total product/
Description (Acres) x Area Value
p (Appendix A) impervious;unconnected/connected impervious area ratio) total area
DA A Impervious Areas 98 1.15 113.1
(Present) B Woods in Good Condition 55 18.32 1007.4 58.4 7.12
Lawns in Good Condition(75%+Groundcover) 61 6.38 389.2
DA B Impervious Areas 98 0.40 39.4
(Present) C Woods in Good Condition 70 2.51 175.7 73.9 3.53
Lawns in Good Condition 74 3.06 226.3
DA A Impervious Areas(Includes Ex.Imp.Areas to Remain) 98 4.97 487.0
(Developed) B Woods in Good Condition 55 3.64 200.2 68.1 4.68
Lawns in Good Condition(75%+Groundcover) 61 14.19 865.7
DA B Impervious Areas(Includes Ex.Imp.Areas to Remain) 98 3.29 269.8
C Woods in Good Condition 70 1.77 145.1 82.0 2.20
(Developed) Lawns in Good Condition(75%+Groundcover. 74 10.88 892.1
DA D&E Impervious Areas 98 0.00 0.0
(Present)
B/C Woods in Good Condition 62.5 8.16 510.0 62.5 6.00
Lawns in Good Condition(75%+Groundcover) 67.5 0.00 0.0
DA D Impervious Areas 98 1.68 164.5
(Developed) C Woods in Good Condition 70 1.12 78.4 79.3 2.61
Lawns in Good Condition(75%+Groundcover) 74 3.95 292.4
DA E Impervious Areas 98 0.12 12.1
(Developed) B Woods in Good Condition 55 0.56 30.8 61.9 6.17
Lawns in Good Condition(75%+Groundcover 61 0.73 44.3
DA C Impervious Areas 98 0.10 9.8
C Woods in Good Condition 70 3.05 213.5 72.8 3.73
(Present) Lawns in Good Condition(75%+Groundcover) 74 5.32 393.7
DA C Impervious Areas 98 0.61 59.6
(Developed) C Woods in Good Condition 70 0.24 16.8 82.8 2.08
Lawns in Good Condition(75%+Groundcover' 74 0.70 51.9
2.Runoff
1-Year Storm 2-Year Storm 10-Year Storm Drainage Area Description
Frequency-years 1 2 10 n/a
Rainfall,P(24 hour)-inches 3.5 3.7 5.6 n/a
Runoff,Q-inches 0.47 0.55 1.54 DA A(Present)
Runoff,Q-inches 1.24 1.38 2.85 DAB(Present)
Runoff,Q-inches 0.91 1.03 2.33 DA A(Developed)
Runoff,Q-inches 1.78 1.95 3.62 DAB(Developed)
Runoff,Q-inches 0.64 0.74 1.86 DAD&E(Present)
Runoff,Q-inches 1.59 1.75 3.35 DA 0(Developed)
Runoff,Q-inches 0.61 0.70 1.81 DA E(Developed)
Runoff,Q-inches 1.17 1.31 2.75 DA C(Present)
Runoff,0-inches 1.84 2.01 3.70 DA C(Developed)
U.S.Department of Agriculture FL-ENG-21A
Natural Resources Conservation Service 06/04
TR 55 Worksheet 3:Time of Concentration(T ,)or Travel Time(T,)
Project: Wintergreen Farm Designed By: FGM,PE Date: 11/13/2015
Location: Sunset Ave/Redfield Rd/Wintergreen Ln.Boundary Checked By: SRC,PE Date: 11/13/2015
Check One: Present X Developed X
Check One: T, X T, Through subarea n/a
DAA DAB DAA DAB DAD&E DAD DAE DAC DAC
Segment ID: (Present) (Present) (Developed) (Developed) (Present) (Developed) (Developed) (Present) (Developed)
Sheet Flow:(Applicable to T ,only)
Woods-Light Dense Woods-Light Woods- Woods-Light Woods- Dense Woods- Woods-
1 Surface description(Table 3-1) Underbrush Grass Underbrush Light Underbrush Light Grass Light Light
2 Manning's roughness coeff.,n(Table 3-1 0.4 0.24 0.4 0.4 0.4 0.4 0.24 0.4 0.4
3 Flow length,L(total L <100)(ft) 100 100 100 100 100 100 100 100 100
4 Two-year 24-hour rainfall,P 2(in.) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7
5 Land slope,s(ft/ft) 0.06 0.13 0.06 0.06 0.05 0.05 0.14 0.06 0.09
6 Compute T,=[0.007(n•L)68]/P2"s°' 0.21 I 0.10 I 0.21 I 0.21 I 0.23 I 0.23 I 0.102 I 0.21 I 0.18
Shallow Concentrated Flow:
7 Surface description(paved or unpaved) Unpaved Unpaved Unpaved Unpaved Unpaved Unpaved Unpaved Unpaved Unpaved
8 Flow Length,L(ft) 490 585 350 190 590 250 120 700 110
9 Watercourse slope,s(ft/ft) 0.078 0.115 0.077 0.074 0.090 0.064 0.317 0.066 0.164
10 Average velocity,V(Figure 3-1)(ft/s) 4.5 5.5 4.4 4.3 4.8 4.0 8.9 4.1 6.5
11 T,=L/3600•V I 0.03 I 0.03 I 0.02 I 0.01 I 0.03 I 0.02 I 0.004 I 0.05 I 0.00
Channel Flow:
12 Cross sectional flow area,a(ft ')
13 Wetted perimeter,P w(ft) " ° c a; LL r
14 Hydraulic radius,r=a/P„,(ft) ll 3\ u E, 0 3 -'2, `'^
E
15 Channel Slope,s(ft/ft) A Y o «'^ m E 15,t
16 Mannings Roughness Coeff,n " E ' o
0 0 3 m o o
go
17 V=[1.49r�s°5j/n c -1 LL c, c
18 Flow length,L(ft) '- '^ u. •" -
19 T,=L/3600•V I I 0.01 I 0.04 I I 0.01 I I I 0.01
20 Watershed or subarea T,or T,
(Add T,in steps 6,11 and 19) 0.24 I 0.13 I 0.24 I 0.26 I 0.26 I 0.26 I 0.11 I 0.26 I 0.19
U.S.Department of Agriculture FL-ENG-21C
Natural Resources Conservation Service 06/04
TR 55 Worksheet 4:Graphical Peak Discharge Method
Project: Wintergreen Farm Designed By: FGM,PE Date: 11/13/2015
Location: Sunset Ave/Redfield Rd/Wintergreen Ln.Boundary Checked Br SRC,PE Date: 11/13/2015
Check One: Present X Developed X
Drainage Area Drainage Area Drainage Area Drainage Area Drainage Area Drainage Area Drainage Area Drainage Area Drainage Area
1.Data Description Description Description Description Description Description Description Description Description
DAA DAB DAA DAB DAD&E DAD DAE DAC DAC
(Present) (Present) (Developed) (Developed) (Present) (Developed) (Developed) (Present) (Developed)
Drainage Area(Am)in miles[= 0.0404 0.0093 0.0356 0.0249 0.0128 0.0105 0.0022 0.0132 0.0024
Runoff curve number CN= 584 73.9 68.1 82.0 62.5 79.3 61.9 72.8 82.8
Time of concentration(TO= 0.24 0.13 0.24 0.26 0.26 0.26 0.11 0.26 0.19
Rainfall distribution type= II II II II II II II II II
Pond and swamp areas spread 0 0 0 0 0 0 0 0 0
throughout the watershed=
2.Frequency-years 1 2 10 1 2 10 1 2 10 1 2 10 1 2 10 1 2 10 1 2 10 1 2 30 1 2 10
3.Rainfall,P(24 hour)-inches 3.5 3.7 5.6 3.5 3.7 5.6 3.5 3.7 5.6 3.5 3.7 5.6 3.5 3.7 5.6 3.5 3.7 5.6 3.5 3.7 5.6 3.5 3.7 5.6 3.5 3.7 5.6
4.Initial Abstraction,la-inches 1.42 142 1.42 0.71 0.71 0.71 0.94 0.94 0.94 0.44 0.44 044 1.20 1.20 1.20 0.52 0.52 0.52 1.23 1.23 1.23 0.75 0.75 0.75 0.42 0.42 0.42
5.Compute la/P 0.41 0.39 0.25 0.20 0.19 0.13 0.27 0.25 0.17 0.13 0.12 0.08 0.34 0.32 0.21 0.15 0.14 0.09 0.35 0.33 0.22 0.21 0.20 0.13 0.12 0.11 0.07
6.Unit peak discharge,Qu-csm/in 500 525 675 900 900 926 675 675 700 700 700 725 575 600 675 700 700 725 S75 875 950 675 675 700 800 800 825
7.Runoff,Qfrpm Worksheet 2-inches 0.47 0.55 1.54 1.24 1.38 2.85 0.91 1.03 2.33 1.78 1.95 3.62 0.64 0.74 1.86 1.59 1.75 3.35 0.61 0.70 1.81 1.17 1.31 2.75 1.84 2.01 3.70
8.Pond and Swamp adjustment factor,Fp 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1
9.Peak Discharge,DP-cfs Routed Through Routed Through Routed Through
where Qp=Qu Am Q Fp 9.46 11.68 42.07 10.38 11.55 24.55 The SWM Facility The SWM Facility 4.67 5.63 16.02 The SWM Facility 1.17 1.36 3.79 10.45 11.67 25.44 3.57 3.90 7.40
WATERSHED SUMMARY
Pre-Development Post-Development
1-year Flow, 2-year Flow, 1-year Flow,2-year Flow,
CN Area,ac ds ds CN Area,ac. cfs cfs
DA'A' 58.4 25.85 9.46 11.68 68.1 22.80 2.12 3.20
DA 0' 73.9 5.97 10.38 11.55 820 15.94 3.72 3.90
DA'D' 62.5 8.16 4.67 5&379'3 6.75 0.62 1.29
DA'E' 61.9 1.41 1.17 1.36
IDA'C' I 72.8 8.47 10.45 11.67 I 82.8 1.55 3.57 3.90
Total= 48.45 Total= 48.45
Post-Development Routing Calculations, 24-Hour Orifice Drawdown
Calculations & Channel Protection Compliance Calculations
Wintergreen Farm- Basin A
BasinFlow printout
INPUT:
Basin: Wintergreen Farm- SWM Basin A
5 Contour Areas
Elevation(ft) Area(sf) Computed vol . (cy)
451.00 10938.00 0.0
452 .00 13140.00 445. 3
454.00 17855.00 1588.8
456.00 22892 .00 3094.1
456. 50 24215.00 3530.2
Start_Elevation(ft) 451.00 Vol . (cy) 0.00
4 Outlet Structures
Outlet structure 0
Orifice
name: Barrel
area (sf) 1.767
diameter or depth (in) 18.000
width for rect. (in) 0.000
coefficient 0. 500
invert (ft) 446. 320
multiple 1
discharge out of riser
Outlet structure 1
Orifice
name: Low Flow Orifice
area (sf) 0. 349
diameter or depth (in) 8.000
width for rect. (in) 0.000
coefficient 0. 500
invert (ft) 451.000
multiple 1
discharge into riser
Outlet structure 2
Wei r
name: Riser Rim
diameter (in) 36.000
side angle 0.000
coefficient 3. 300
invert (ft) 453.750
multiple 1
discharge into riser
transition at (ft) 0.912
orifice coef. 0. 500
orifice area (sf) 7.069
Outlet structure 3
Weir
name: Emergency Spillway
length (ft) 50.000
side angle 0.000
coefficient 3. 300
invert (ft) 454.750
multiple 1
discharge through dam
Page 1
Wintergreen Farm- Basin A
4 Inflow Hydrographs
Hydrograph 0
SCS
name: 1-yr 24hr Peak SCS Design Storm
Area (acres) 22.800
CN 68.100
Type 2
rainfall , P (in) 3. 500
time of conc. (hrs) 0.2400
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 21.246
peak time (hrs) 12 .002
volume (cy) 2775. 369
Hydrograph 1
SCS
name: 2-yr 24hr Peak SCS Design Storm
Area (acres) 22.800
CN 68.100
Type 2
rainfall , P (in) 3.700
time of conc. (hrs) 0.2400
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 24.028
peak time (hrs) 12.002
volume (cy) 3138.756
Hydrograph 2
SCS
name: 10-yr 24hr Peak SCS Design Storm
Area (acres) 22.800
CN 68.100
Type 2
rainfall , P (in) 5.600
time of conc. (hrs) 0.2400
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 54. 524
peak time (hrs) 12.002
volume (cy) 7122.350
Hydrograph 3
SCS
name: 100-yr 24hr Peak SCS Design Storm
Area (acres) 22.800
CN 68.100
Type 2
rainfall , P (in) 9.100
time of conc. (hrs) 0.2400
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 121. 569
peak time (hrs) 12.002
volume (cy) 15880.191
Page 2
Wintergreen Farm- Basin A
OUTPUT:
Routing Method: storage-indication
Hydrograph 0
Routing Summary of Peaks: 1-yr 24hr Peak SCS Design Storm
inflow (cfs) 21.237 at 12.00 (hrs)
discharge (cfs) 2 .118 at 12.60 (hrs)
water level (ft) 453.621 at 12.62 (hrs)
storage (cy) 1345.115
Hydrograph 1
Routing Summary of Peaks: 2-yr 24hr Peak SCS Design Storm
inflow (cfs) 24.018 at 12.00 (hrs)
discharge (cfs) 3.203 at 12.44 (hrs)
water level (ft) 453.850 at 12.44 (hrs)
storage (cy) 1490. 563
Hydrograph 2
Routing Summary of Peaks: 10-yr 24hr Peak SCS Design Storm
inflow (cfs) 54. 501 at 12.00 (hrs)
discharge (cfs) 42.838 at 12.08 (hrs)
water level (ft) 455.018 at 12.08 (hrs)
storage (cy) 2308.115
Hydrograph 3
Routing Summary of Peaks: 100-yr 24hr Peak SCS Design Storm
inflow (cfs) 121. 518 at 12 .00 (hrs)
discharge (cfs) 119.094 at 12.02 (hrs)
water level (ft) 455.459 at 12.02 (hrs)
storage (cy) 2649.955
Thu Oct 29 15: 58: 56 EDT 2015
Page 3
Wintergreen Farm- Basin B
BasinFlow printout
INPUT:
Basin: Wintergreen Farm- SWM Basin B
5 Contour areas
Elevation(ft) Area(sf) Computed vol . (cy)
478.00 7184.00 0.0
478.40 9074.00 120.2
480.00 11777.00 736.2
482.00 15588.00 1746. 5
484.00 19802 .00 3054.1
Start_Elevation(ft) 478.00 vol . (cy) 0.00
4 Outlet Structures
Outlet structure 0
Orifice
name: Barrel
area (sf) 3.142
diameter or depth (in) 24.000
width for rect. (in) 0.000
coefficient 0. 500
invert (ft) 475. 360
multiple 1
discharge out of riser
Outlet structure 1
Orifice
name: Low Flow orifice
area (sf) 0.267
diameter or depth (in) 7.000
width for rect. (in) 0.000
coefficient 0. 500
invert (ft) 478.000
multiple 2
discharge into riser
Outlet structure 2
weir
name: Riser Rim
diameter (in) 36.000
side angle 0.000
coefficient 3. 300
invert (ft) 481.600
multiple 1
discharge into riser
transition at (ft) 0.912
orifice coef. 0. 500
orifice area (sf) 7.069
Outlet structure 3
Wei r
name: Emergency Spillway
length (ft) 90.000
side angle 0.000
coefficient 3. 300
invert (ft) 482.600
multiple 1
discharge through dam
Page 1
Wintergreen Farm- Basin B
4 inflow Hydrographs
Hydrograph 0
SCS
name: 1-yr 24hr Peak SCS Design Storm
Area (acres) 15.940
CN 79.000
Type 2
rainfall , P (in) 3. 500
time of conc. (hrs) 0.2600
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 25.054
peak time (hrs) 11.999
volume (cy) 3352 .854
Hydrograph 1
SCS
name: 2-yr 24hr Peak SCS Design Storm
Area (acres) 15.940
CN 79.000
Type 2
rainfall , P (in) 3.700
time of conc. (hrs) 0.2600
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 27. 564
peak time (hrs) 11.999
volume (cy) 3688.758
Hydrograph 2
SCS
name: 10-yr 24hr Peak SCS Design Storm
Area (acres) 15.940
CN 79.000
Type 2
rainfall , P (in) 5.600
time of conc. (hrs) 0.2600
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 53.190
peak time (hrs) 11.999
volume (cy) 7118.256
Hydrograph 3
SCS
name: 100-yr 24hr Peak SCS Design Storm
Area (acres) 15.940
CN 79.000
Type 2
rainfall , P (in) 9.100
time of conc. (hrs) 0.2600
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 104.624
peak time (hrs) 11.999
volume (cy) 14001.489
Page 2
Wintergreen Farm- Basin B
OUTPUT:
Routing Method: storage-indication
Hydrograph 0
Routing Summary of Peaks: 1-yr 24hr Peak SCS Design Storm
inflow (cfs) 25.039 at 12.00 (hrs)
discharge (cfs) 3.721 at 12 .48 (hrs)
water level (ft) 481. 304 at 12 .48 (hrs)
storage (cy) 1362.439
Hydrograph 1
Routing Summary of Peaks: 2-yr 24hr Peak SCS Design Storm
inflow (cfs) 27. 548 at 12.00 (hrs)
discharge (cfs) 3.895 at 12 .48 (hrs)
water level (ft) 481. 592 at 12 . 50 (hrs)
storage (cy) 1517.314
Hydrograph 2
Routing Summary of Peaks: 10-yr 24hr Peak SCS Design Storm
inflow (cfs) 53.159 at 12.00 (hrs)
discharge (cfs) 36.167 at 12 .12 (hrs)
water level (ft) 482.662 at 12 .12 (hrs)
storage (cy) 2144.675
Hydrograph 3
Routing Summary of Peaks: 100-yr 24hr Peak SCS Design Storm
inflow (cfs) 104. 564 at 12 .00 (hrs)
discharge (cfs) 102.464 at 12 .02 (hrs)
water level (ft) 482.982 at 12.02 (hrs)
storage (cy) 2349. 315
Fri Nov 13 10:07:30 EST 2015
Page 3
Wintergreen Farm- Basin D
BasinFlow printout
INPUT:
Basin: Wintergreen Farm- SWM Basin D
7 Contour Areas
Elevation(ft) Area(sf) Computed vol . (cy)
466.00 2 .00 0.0
468.00 138.00 3.9
470.00 440.00 24.2
470. 33 4311.00 49.2
472.00 6635.00 385.1
474.00 9849.00 991.7
476.00 13520.00 1853.7
Start_Elevation(ft) 466.00 vol . (cy) 0.00
5 outlet Structures
Outlet structure 0
Orifice
name: Barrel
area (sf) 1.227
diameter or depth (in) 15.000
width for rect. (in) 0.000
coefficient 0. 500
invert (ft) 468. 560
multiple 1
discharge out of riser
Outlet structure 1
Orifice
name: Inverted Pipe- Riser Orifice Opening
area (sf) 0.049
diameter or depth (in) 3.000
width for rect. (in) 0.000
coefficient 0. 500
invert (ft) 470.000
multiple 1
discharge into riser
Outlet structure 2
Orifice
name: Mid-Flow Orifice
area (sf) 0.049
diameter or depth (in) 3.000
width for rect. (in) 0.000
coefficient 0. 500
invert (ft) 471.750
multiple 1
discharge into riser
Outlet structure 3
weir
name: Riser Rim
diameter (in) 24.000
side angle 0.000
coefficient 3. 300
invert (ft) 473.600
multiple 1
discharge into riser
transition at (ft) 0.608
orifice coef. 0. 500
orifice area (sf) 3.142
Page 1
Wintergreen Farm- Basin D
Outlet structure 4
Wei r
name: Emergency Spillway
length (ft) 40.000
side angle 0.000
coefficient 3. 300
invert (ft) 474.600
multiple 1
discharge through dam
4 inflow Hydrographs
Hydrograph 0
SCS
name: 1-yr 24hr Peak SCS Design Storm
Area (acres) 6.750
CN 79. 300
Type 2
rainfall , P (in) 3. 500
time of conc. (hrs) 0.2600
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 10.751
peak time (hrs) 11.999
volume (cy) 1438.774
Hydrograph 1
SCS
name: 2-yr 24hr Peak SCS Design Storm
Area (acres) 6.750
CN 79. 300
Type 2
rainfall , P (in) 3.700
time of conc. (hrs) 0.2600
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 11.821
peak time (hrs) 11.999
volume (cy) 1581.911
Hydrograph 2
SCS
name: 10-yr 24hr Peak SCS Design Storm
Area (acres) 6.750
CN 79. 300
Type 2
rainfall , P (in) 5.600
time of conc. (hrs) 0.2600
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 22 .722
peak time (hrs) 11.999
volume (cy) 3040.788
Page 2
Wintergreen Farm- Basin D
Hydrograph 3
SCS
name: 100-yr 24hr Peak SCS Design Storm
area (acres) 6.750
CN 79. 300
Type 2
rainfall , P (in) 9.100
time of conc. (hrs) 0.2600
time increment (hrs) 0.0200
time limit (hrs) 30.000
fudge factor 1.00
routed true
peak flow (cfs) 44. 556
peak time (hrs) 11.999
volume (cy) 5962 .727
OUTPUT:
Routing Method: storage-indication
Hydrograph 0
Routing Summary of Peaks: 1-yr 24hr Peak SCS Design Storm
inflow (cfs) 10.745 at 12.00 (hrs)
discharge (cfs) 0.622 at 12.86 (hrs)
water level (ft) 473. 574 at 13.06 (hrs)
storage (cy) 842.237
Hydrograph 1
Routing Summary of Peaks: 2-yr 24hr Peak SCS Design Storm
inflow (cfs) 11.814 at 12.00 (hrs)
discharge (cfs) 1.294 at 12. 52 (hrs)
water level (ft) 473.700 at 12 . 52 (hrs)
storage (cy) 885.243
Hydrograph 2
Routing Summary of Peaks: 10-yr 24hr Peak SCS Design Storm
inflow (cfs) 22.709 at 12.00 (hrs)
discharge (cfs) 12.400 at 12 .14 (hrs)
water level (ft) 474.636 at 12.14 (hrs)
storage (cy) 1236.702
Hydrograph 3
Routing Summary of Peaks: 100-yr 24hr Peak SCS Design Storm
inflow (cfs) 44. 530 at 12.00 (hrs)
discharge (cfs) 43. 392 at 12.02 (hrs)
water level (ft) 474.985 at 12.02 (hrs)
storage (cy) 1382.298
Thu Oct 29 10:13:14 EDT 2015
Page 3
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digital@t-nprinting.com
From: Toby Heytens <tobyheytens@gmail.com>
Sent: Monday, November 30, 2015 7:25 PM
To: T&N Printing Inc
Cc: Allie Piacenti;Tanner Pruitt; Casey Schmidt
Subject: ATTN: Nikki
Attachments: Main (24 x 40) (mount NO LAM).pdf;Alt box (3.23 x 39.16) (mount NO LAM).pptx;
Pieces (4.75 x 11.5) (mount NO LAM).pdf
Hi Nikki,
I have yet another job! All should be mounted but not laminated. Dimensions should be in the file names.
"Main" and "Alt box" are one page each; "Pieces" should have 10 additional pieces. Delivery should be to my
office at the law school. Please let me know if you have any questions. Thanks!
Toby
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