20070295 Ver 6_5.02 SCM A Pond Pack_20191220

TI MCADAMS
Subsection: Elevation -Area Volume Curve
Label: POND A
Return Event: 1 years
Storm Event: 1 Year
Elevation Planimeter Area Al+A2+sqr Volume Volume (Total)
(ft) (ft2) (ft2) (Ai*A2) (ac-ft) (ac-ft)
(ft2)
274.00
0.0
18,993.00
0.00
0.000
0.000
275.00
0.0
22,511.00
62,181.32
0.476
0.476
276.00
0.0
24,354.00
70,279.37
0.538
1.014
278.00
0.0
26,505.00
76,265.75
1.167
2.181
280.00
0.0
28,243.00
82,108.20
1.257
3.437
280.50
0.0
28,649.00
85,337.28
0.327
3.764
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TJ MCADAMS
Subsection: Outlet Input Data
Label: SCM A
Requested Pond Water Surface Elevations
Minimum (Headwater) 274.00 ft
Increment (Headwater) 0.10 ft
Maximum (Headwater) 280.50 ft
Outlet Connectivity
Structure Type Outlet ID Direction Outfall E1 E2
(ft) (ft)
Orifice -Circular
Orifice 1
Forward
Culvert
276.00
280.50
Orifice -Area
Orifice 2
Forward
Culvert
276.75
280.50
Inlet Box
Riser
Forward
Culvert
278.50
280.50
Orifice -Circular
WQ Orifice
Forward
Culvert
274.00
280.50
Culvert -Circular
Culvert
Forward
TW
273.00
280.50
Tailwater Settings
I Tailwater
I
I
I (N/A)
(N/A)
Return Event: 1 years
Storm Event: 1 Year
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TJ MCADAMS
Subsection: Outlet Input Data Return Event: 1 years
Label: SCM A Storm Event: 1 Year
Structure ID: Riser
Structure Type: Inlet Box
Number of Openings
1
Elevation
278.50 ft
Orifice Area
25.0 ftz
Orifice Coefficient
0.600
Weir Length
20.00 ft
Weir Coefficient
3.00 (ft^0.5)/s
K Reverse
1.000
Manning's n
0.000
Kev, Charged Riser
0.000
Weir Submergence
False
Orifice H to crest
False
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TJ MCADAMS
Subsection: Outlet Input Data
Label: SCM A
Structure ID: Culvert
Structure Type: Culvert -Circular
Number of Barrels
1
Diameter
36.0 in
Length
47.50 ft
Length (Computed Barrel)
47.51 ft
Slope (Computed)
0.021 ft/ft
Outlet Control Data
Manning's n
0.013
Ke
1.000
Kb
0.007
Kr
0.000
Convergence Tolerance
0.00 ft
Inlet Control Data
Equation Form
Form 1
K
0.0098
M
2.0000
C
0.0398
Y
0.6700
T1 ratio (HW/D)
1.139
T2 ratio (HW/D)
1.286
Slope Correction Factor
-1.000
Use unsubmerged inlet control 0 equation below T1 elevation.
Use submerged inlet control 0 equation above T2 elevation
In transition zone between unsubmerged and submerged inlet
control,
interpolate between flows at T1 & T2...
Ti Elevation 276.42 ft Ti Flow 42.85 ft3/s
T2 Elevation 276.86 ft T2 Flow 48.97 ft3/s
Return Event: 1 years
Storm Event: 1 Year
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TJ MCADAMS
Subsection: Outlet Input Data Return Event: 1 years
Label: SCM A Storm Event: 1 Year
Structure ID: WQ Orifice
Structure Type: Orifice -Circular
Number of Openings
1
Elevation
274.00 ft
Orifice Diameter
3.0 in
Orifice Coefficient
0.600
Structure ID: Orifice 1
Structure Type: Orifice -Circular
Number of Openings
1
Elevation
276.00 ft
Orifice Diameter
8.0 in
Orifice Coefficient
0.600
Structure ID: Orifice 2
Structure Type: Orifice -Area
Number of Openings
2
Elevation
276.75 ft
Orifice Area
1.5 ftz
Top Elevation
277.25 ft
Datum Elevation
277.00 ft
Orifice Coefficient
0.600
Structure ID: TW
Structure Type: TW Setup, DS Channel
Tailwater Type
Free Outfall
Convergence Tolerances
Maximum Iterations
30
Tailwater Tolerance
0.01 ft
(Minimum)
Tailwater Tolerance
0.50 ft
(Maximum)
Headwater Tolerance
0.01 ft
(Minimum)
Headwater Tolerance
0.50 ft
(Maximum)
Flow Tolerance (Minimum)
0.001 ft3/s
Flow Tolerance (Maximum)
10.000 ft3/s
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM A
Composite Outflow Summary
Return Event: 1 years
Storm Event: 1 Year
Water Surface Flow Tailwater Elevation Convergence Error Contributing Structures
Elevation (ft3/s) (ft) (ft)
(ft)
274.00
0.00
(N/A)
0.00
(no Q: Orifice 1,Orifice
2,Riser,WQ
Orifice,Culvert)
274.10
0.01
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.20
0.06
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.30
0.10
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.40
0.12
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.50
0.14
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.60
0.16
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.70
0.18
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.80
0.19
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.90
0.21
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.00
0.22
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.10
0.23
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.20
0.24
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
275.30
0.25
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
275.40
0.27
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
275.50
0.28
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.60
0.29
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

'J MCA
Subsection: Compc
Label: SCM A
Composite Outflow Su
Water Surface
Elevation
(ft)
275.70
275.80
275.90
276.00
276.10
276.20
276.30
276.40
276.50
276.60
276.70
276.75
276.80
276.90
277.00
277.10
277.20
DAMS
site Rating Curve
mmary
Flow
(fts/s)
0.30
0.30
0.32
0.32
0.36
0.45
0.57
0.74
0.94
1.16
1.39
1.47
2.26
3.82
5.38
6.91
8.45
Tailwater Elevation
(ft)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
Convergence Error
(ft)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Return Event: 1 years
Storm Event: 1 Year
Contributing Structures
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM A
Composite Outflow Summary
Water Surface Flow
Elevation (ft3/s)
(ft)
277.30 9.93
277.40
277.50
277.60
277.70
277.80
277.90
278.00
278.10
278.20
278.30
278.40
278.50
278.61
278.71
278.81
278.91
279.01
279.11
279.21
Holding Village - North Lake
RAP 19000. ppc
11.25
12.39
13.45
14.42
15.33
16.19
16.99
17.76
18.49
19.20
19.89
20.54
23.08
27.14
32.17
37.84
43.43
48.57
53.99
Tailwater Elevation
(ft)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
Convergence Error
(ft)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Return Event: 1 years
Storm Event: 1 Year
Contributing Structures
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
J. Martin, PE
12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM A
Composite Outflow Summary
Water Surface Flow
Elevation (ft3/s)
(ft)
279.30 59.46
279.40 64.90
279.50 69.97
279.60 74.25
279.70 76.36
279.80
279.90
280.00
280.10
280.20
280.30
280.40
280.50
77.43
78.49
79.53
80.43
81.21
81.98
82.74
83.49
Tailwater Elevation
(ft)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
Return Event: 1 years
Storm Event: 1 Year
Convergence Error
Contributing Structures
(ft)
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM A
Composite Outflow Summary
Return Event: 2 years
Storm Event: 2 year
Water Surface Flow Tailwater Elevation Convergence Error Contributing Structures
Elevation (ft3/s) (ft) (ft)
(ft)
274.00
0.00
(N/A)
0.00
(no Q: Orifice 1,Orifice
2,Riser,WQ
Orifice,Culvert)
274.10
0.01
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.20
0.06
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.30
0.10
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.40
0.12
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.50
0.14
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.60
0.16
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.70
0.18
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.80
0.19
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.90
0.21
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.00
0.22
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.10
0.23
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.20
0.24
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
275.30
0.25
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
275.40
0.27
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
275.50
0.28
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.60
0.29
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

'J MCA
Subsection: Compc
Label: SCM A
Composite Outflow Su
Water Surface
Elevation
(ft)
275.70
275.80
275.90
276.00
276.10
276.20
276.30
276.40
276.50
276.60
276.70
276.75
276.80
276.90
277.00
277.10
277.20
DAMS
site Rating Curve
mmary
Flow
(fts/s)
0.30
0.30
0.32
0.32
0.36
0.45
0.57
0.74
0.94
1.16
1.39
1.47
2.26
3.82
5.38
6.91
8.45
Tailwater Elevation
(ft)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
Convergence Error
(ft)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Return Event: 2 years
Storm Event: 2 year
Contributing Structures
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM A
Composite Outflow Summary
Water Surface Flow
Elevation (ft3/s)
(ft)
277.30 9.93
277.40
277.50
277.60
277.70
277.80
277.90
278.00
278.10
278.20
278.30
278.40
278.50
278.61
278.71
278.81
278.91
279.01
279.11
279.21
Holding Village - North Lake
RAP 19000. ppc
11.25
12.39
13.45
14.42
15.33
16.19
16.99
17.76
18.49
19.20
19.89
20.54
23.08
27.14
32.17
37.84
43.43
48.57
53.99
Tailwater Elevation
(ft)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
Convergence Error
(ft)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Return Event: 2 years
Storm Event: 2 year
Contributing Structures
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
J. Martin, PE
12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM A
Composite Outflow Summary
Water Surface Flow
Elevation (ft3/s)
(ft)
279.30 59.46
279.40 64.90
279.50 69.97
279.60 74.25
279.70 76.36
279.80
279.90
280.00
280.10
280.20
280.30
280.40
280.50
77.43
78.49
79.53
80.43
81.21
81.98
82.74
83.49
Tailwater Elevation
(ft)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
Return Event: 2 years
Storm Event: 2 year
Convergence Error
Contributing Structures
(ft)
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM A
Composite Outflow Summary
Return Event: 10 years
Storm Event: 10 year
Water Surface Flow Tailwater Elevation Convergence Error Contributing Structures
Elevation (ft3/s) (ft) (ft)
(ft)
274.00
0.00
(N/A)
0.00
(no Q: Orifice 1,Orifice
2,Riser,WQ
Orifice,Culvert)
274.10
0.01
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.20
0.06
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.30
0.10
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.40
0.12
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.50
0.14
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.60
0.16
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.70
0.18
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.80
0.19
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
274.90
0.21
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.00
0.22
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.10
0.23
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.20
0.24
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
275.30
0.25
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
275.40
0.27
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
275.50
0.28
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
275.60
0.29
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

'J MCA
Subsection: Compc
Label: SCM A
Composite Outflow Su
Water Surface
Elevation
(ft)
275.70
275.80
275.90
276.00
276.10
276.20
276.30
276.40
276.50
276.60
276.70
276.75
276.80
276.90
277.00
277.10
277.20
DAMS
site Rating Curve
mmary
Flow
(fts/s)
0.30
0.30
0.32
0.32
0.36
0.45
0.57
0.74
0.94
1.16
1.39
1.47
2.26
3.82
5.38
6.91
8.45
Tailwater Elevation
(ft)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
Convergence Error
(ft)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Return Event: 10 years
Storm Event: 10 year
Contributing Structures
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
WQ Orifice,Culvert (no
Q: Orifice 1,Orifice
2,Riser)
WQ Orifice,Culvert (no
Q: Orifice i3Orifice
2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Orifice 2,Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM A
Composite Outflow Summary
Water Surface Flow
Elevation (ft3/s)
(ft)
277.30 9.93
277.40
277.50
277.60
277.70
277.80
277.90
278.00
278.10
278.20
278.30
278.40
278.50
278.61
278.71
278.81
278.91
279.01
279.11
279.21
Holding Village - North Lake
RAP 19000. ppc
11.25
12.39
13.45
14.42
15.33
16.19
16.99
17.76
18.49
19.20
19.89
20.54
23.08
27.14
32.17
37.84
43.43
48.57
53.99
Tailwater Elevation
(ft)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
Convergence Error
(ft)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Return Event: 10 years
Storm Event: 10 year
Contributing Structures
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice 2,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
J. Martin, PE
12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM A
Composite Outflow Summary
Water Surface Flow
Elevation (ft3/s)
(ft)
279.30 59.46
279.40 64.90
279.50 69.97
279.60 74.25
279.70 76.36
279.80
279.90
280.00
280.10
280.20
280.30
280.40
280.50
77.43
78.49
79.53
80.43
81.21
81.98
82.74
83.49
Tailwater Elevation
(ft)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
Return Event: 10 years
Storm Event: 10 year
Convergence Error
Contributing Structures
(ft)
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Orifice 1,Orifice
2,Riser,WQ Orifice,Culver
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
0.00
Riser,Culvert (no Q:
Orifice 1,Orifice 2,WQ
Orifice)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TJ MCADAM,%s
Subsection: Level Pool Pond Routing Summary Return Event: 1 years
Label: POND A (IN) Storm Event: 1 Year
Infiltration
Infiltration Method No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
274.00 ft
Initial)
Volume (Initial)
0.000 ac-ft
Flow (Initial Outlet)
0.00 ft3/s
Flow (Initial Infiltration)
0.00 ft3/s
Flow (Initial, Total)
0.00 ft3/s
Time Increment
1.000 min
Inflow/Outflow Hydrograph Summary
Flow (Peak In)
41.85 ft3/s Time to Peak (Flow, In) 721.000 min
Flow (Peak Outlet)
1.04 ft3/s Time to Peak (Flow, Outlet) 905.000 min
Elevation (Water Surface,
276.54 ft
Peak)
Volume (Peak)
1.322 ac-ft
Mass Balance (ac-ft)
Volume (Initial)
0.000 ac-ft
Volume (Total Inflow)
1.975 ac-ft
Volume (Total Infiltration)
0.000 ac-ft
Volume (Total Outlet
0.776 ac-ft
Outflow)
Volume (Retained)
1.198 ac-ft
Volume (Unrouted)
-0.001 ac-ft
Error (Mass Balance)
0.0 0/0
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TJ MCADAM,%s
Subsection: Level Pool Pond Routing Summary
Label: POND A (IN)
Infiltration
Infiltration Method No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
274.00 ft
Initial)
Volume (Initial)
0.000 ac-ft
Flow (Initial Outlet)
0.00 ft3/s
Flow (Initial Infiltration)
0.00 ft3/s
Flow (Initial, Total)
0.00 ft3/s
Time Increment
1.000 min
Inflow/Outflow Hydrograph Summary
Flow (Peak In) 56.12 ft3/s Time to Peak (Flow, In) 721.000 min
Flow (Peak Outlet) 4.09 ft3/s Time to Peak (Flow, Outlet) 771.000 min
Elevation (Water Surface,
276.92 ft
Peak)
Volume (Peak)
1.536 ac-ft
Mass Balance (ac-ft)
Volume (Initial)
0.000 ac-ft
Volume (Total Inflow)
2.708 ac-ft
Volume (Total Infiltration)
0.000 ac-ft
Volume (Total Outlet
1.447 ac-ft
Outflow)
Volume (Retained)
1.260 ac-ft
Volume (Unrouted)
-0.001 ac-ft
Error (Mass Balance)
0.0 0/0
Return Event: 2 years
Storm Event: 2 year
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TJ MCADAM,%s
Subsection: Level Pool Pond Routing Summary
Label: POND A (IN)
Infiltration
Infiltration Method No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
274.00 ft
Initial)
Volume (Initial)
0.000 ac-ft
Flow (Initial Outlet)
0.00 ft3/s
Flow (Initial Infiltration)
0.00 ft3/s
Flow (Initial, Total)
0.00 ft3/s
Time Increment
1.000 min
Inflow/Outflow Hydrograph Summary
Flow (Peak In) 88.55 ft3/s Time to Peak (Flow, In) 721.000 min
Flow (Peak Outlet) 17.74 ft3/s Time to Peak (Flow, Outlet) 753.000 min
Elevation (Water Surface,
278.10 ft
Peak)
Volume (Peak)
2.240 ac-ft
Mass Balance (ac-ft)
Volume (Initial)
0.000 ac-ft
Volume (Total Inflow)
4.817 ac-ft
Volume (Total Infiltration)
0.000 ac-ft
Volume (Total Outlet
3.456 ac-ft
Outflow)
Volume (Retained)
1.359 ac-ft
Volume (Unrouted)
-0.002 ac-ft
Error (Mass Balance)
0.0 0/0
Return Event: 10 years
Storm Event: 10 year
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TJ MCADAM,%s
Subsection: Level Pool Pond Routing Summary
Label: POND A (IN)
Infiltration
Infiltration Method No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
274.00 ft
Initial)
Volume (Initial)
0.000 ac-ft
Flow (Initial Outlet)
0.00 ft3/s
Flow (Initial Infiltration)
0.00 ft3/s
Flow (Initial, Total)
0.00 ft3/s
Time Increment
1.000 min
Inflow/Outflow Hydrograph Summary
Flow (Peak In) 128.56 ft3/s Time to Peak (Flow, In) 721.000 min
Flow (Peak Outlet) 61.62 ft3/s Time to Peak (Flow, Outlet) 728.000 min
Elevation (Water Surface,
279.34 ft
Peak)
Volume (Peak)
3.014 ac-ft
Mass Balance (ac-ft)
Volume (Initial)
0.000 ac-ft
Volume (Total Inflow)
8.265 ac-ft
Volume (Total Infiltration)
0.000 ac-ft
Volume (Total Outlet
6.865 ac-ft
Outflow)
Volume (Retained)
1.398 ac-ft
Volume (Unrouted)
-0.002 ac-ft
Error (Mass Balance)
0.0 0/0
Return Event: 100 years
Storm Event: 100 year
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019