20070295 Ver 6_7.02 SCM C - Pond Pack_20191220

TI MCADAMS
Subsection: Elevation -Area Volume Curve
Label: POND C
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)
312.00
0.0
10,254.00
0.00
0.000
0.000
313.00
0.0
12,376.00
33,895.15
0.259
0.259
314.00
0.0
14,624.00
40,453.13
0.310
0.569
316.00
0.0
17,821.00
48,588.55
0.744
1.313
318.00
0.0
21,243.00
58,520.91
0.896
2.208
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TJ MCADAMS
Subsection: Outlet Input Data
Label: SCM C
Requested Pond Water Surface Elevations
Minimum (Headwater) 312.00 ft
Increment (Headwater) 0.10 ft
Maximum (Headwater) 318.00 ft
Outlet Connectivity
Structure Type Outlet ID Direction Outfall E1 E2
(ft) (ft)
Orifice -Area
Orifice 1
Forward
Culvert
313.80
318.00
Inlet Box
Riser
Forward
Culvert
316.00
318.00
Orifice -Circular
WQ Orifice
Forward
Culvert
312.00
318.00
Culvert -Circular
Culvert
Forward
TW
311.00
318.00
Tailwater Settings
Tailwater
(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 C Storm Event: 1 Year
Structure ID: Riser
Structure Type: Inlet Box
Number of Openings
1
Elevation
316.00 ft
Orifice Area
16.0 ftz
Orifice Coefficient
0.600
Weir Length
16.00 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 C
Structure ID: Culvert
Structure Type: Culvert -Circular
Number of Barrels
1
Diameter
24.0 in
Length
47.00 ft
Length (Computed Barrel)
47.01 ft
Slope (Computed)
0.021 ft/ft
Outlet Control Data
Manning's n
0.013
Ke
1.000
Kb
0.012
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 313.28 ft Ti Flow 15.55 ft3/s
T2 Elevation 313.57 ft T2 Flow 17.77 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 C Storm Event: 1 Year
Structure ID: WQ Orifice
Structure Type: Orifice -Circular
Number of Openings
1
Elevation
312.00 ft
Orifice Diameter
2.3 in
Orifice Coefficient
0.600
Structure ID: Orifice 1
Structure Type: Orifice -Area
Number of Openings
1
Elevation
313.80 ft
Orifice Area
0.5 ftz
Top Elevation
314.30 ft
Datum Elevation
314.05 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 C
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)
312.00
0.00
(N/A)
0.00
(no Q: Orifice
1,Riser,WQ
Orifice,Culvert)
312.10
0.01
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.20
0.04
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.30
0.06
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.40
0.07
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.50
0.08
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.60
0.09
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.70
0.10
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.80
0.11
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.90
0.12
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.00
0.13
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.10
0.13
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.20
0.14
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.30
0.15
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.40
0.15
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.50
0.16
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.60
0.16
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.70
0.17
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.80
0.17
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.90
0.42
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
314.00
0.66
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
314.10
0.91
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
314.20
1.16
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

'J MCA
Subsection: Compc
Label: SCM C
Composite Outflow Su
Water Surface
Elevation
(ft)
314.30
314.40
314.50
314.60
314.70
314.80
314.90
315.00
315.10
315.20
315.30
315.40
315.50
315.60
315.70
315.80
315.90
DAMS
site Rating Curve
mmary
Flow
(ft3/s)
1.40
1.63
1.82
1.99
2.15
2.30
2.44
2.57
2.70
2.81
2.93
3.04
3.14
3.24
3.34
3.44
3.53
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
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,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 C
Composite Outflow Summary
Water Surface Flow
Elevation W/s)
(ft)
316.00
316.10
316.20
316.30
316.40
316.50
316.60
316.70
316.80
316.90
317.00
317.10
317.20
317.30
317.40
317.50
317.60
317.70
317.80
317.90
318.00
3.62
5.22
8.07
11.72
16.04
20.64
25.41
30.24
33.41
33.78
34.15
34.51
34.87
35.22
35.57
35.92
36.26
36.60
36.94
37.28
37.60
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)
(N/A)
Convergence Error
(ft)
0.00 1
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,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM C
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)
312.00
0.00
(N/A)
0.00
(no Q: Orifice
1,Riser,WQ
Orifice,Culvert)
312.10
0.01
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.20
0.04
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.30
0.06
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.40
0.07
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.50
0.08
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.60
0.09
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.70
0.10
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.80
0.11
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.90
0.12
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.00
0.13
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.10
0.13
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.20
0.14
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.30
0.15
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.40
0.15
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.50
0.16
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.60
0.16
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.70
0.17
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.80
0.17
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.90
0.42
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
314.00
0.66
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
314.10
0.91
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
314.20
1.16
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

'J MCA
Subsection: Compc
Label: SCM C
Composite Outflow Su
Water Surface
Elevation
(ft)
314.30
314.40
314.50
314.60
314.70
314.80
314.90
315.00
315.10
315.20
315.30
315.40
315.50
315.60
315.70
315.80
315.90
DAMS
site Rating Curve
mmary
Flow
(ft3/s)
1.40
1.63
1.82
1.99
2.15
2.30
2.44
2.57
2.70
2.81
2.93
3.04
3.14
3.24
3.34
3.44
3.53
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
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,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 C
Composite Outflow Summary
Water Surface Flow
Elevation W/s)
(ft)
316.00
316.10
316.20
316.30
316.40
316.50
316.60
316.70
316.80
316.90
317.00
317.10
317.20
317.30
317.40
317.50
317.60
317.70
317.80
317.90
318.00
3.62
5.22
8.07
11.72
16.04
20.64
25.41
30.24
33.41
33.78
34.15
34.51
34.87
35.22
35.57
35.92
36.26
36.60
36.94
37.28
37.60
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)
(N/A)
Convergence Error
(ft)
0.00 1
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,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

TI MCADAMS
Subsection: Composite Rating Curve
Label: SCM C
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)
312.00
0.00
(N/A)
0.00
(no Q: Orifice
1,Riser,WQ
Orifice,Culvert)
312.10
0.01
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.20
0.04
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.30
0.06
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.40
0.07
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.50
0.08
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.60
0.09
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.70
0.10
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.80
0.11
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
312.90
0.12
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.00
0.13
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.10
0.13
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.20
0.14
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.30
0.15
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.40
0.15
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.50
0.16
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.60
0.16
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.70
0.17
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.80
0.17
(N/A)
0.00
WQ Orifice,Culvert (no
Q: Orifice 1,Riser)
313.90
0.42
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
314.00
0.66
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
314.10
0.91
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
314.20
1.16
(N/A)
0.00
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Holding Village - North Lake J. Martin, PE
RAP 19000. ppc 12/16/2019

'J MCA
Subsection: Compc
Label: SCM C
Composite Outflow Su
Water Surface
Elevation
(ft)
314.30
314.40
314.50
314.60
314.70
314.80
314.90
315.00
315.10
315.20
315.30
315.40
315.50
315.60
315.70
315.80
315.90
DAMS
site Rating Curve
mmary
Flow
(ft3/s)
1.40
1.63
1.82
1.99
2.15
2.30
2.44
2.57
2.70
2.81
2.93
3.04
3.14
3.24
3.34
3.44
3.53
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
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,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 C
Composite Outflow Summary
Water Surface
Elevation
(ft)
316.00
316.10
316.20
316.30
316.40
316.50
316.60
316.70
316.80
316.90
317.00
317.10
317.20
317.30
317.40
317.50
317.60
317.70
317.80
317.90
318.00
Flow Tailwater Elevation
(ft3/s) (ft)
3.62 (N/A)
5.22
8.07
11.72
16.04
20.64
25.41
30.24
33.41
33.78
34.15
34.51
34.87
35.22
35.57
35.92
36.26
36.60
36.94
37.28
37.60
(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 1
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,WQ
Orifice,Culvert (no Q:
Riser)
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Orifice 1,Riser,WQ
Orifice,Culvert
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,WQ Orifice)
Riser,Culvert (no Q:
Orifice 1,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 C (IN) Storm Event: 1 Year
Infiltration
Infiltration Method No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
312.00 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)
22.38 ft3/s Time to Peak (Flow, In) 721.000 min
Flow (Peak Outlet)
1.03 ft3/s Time to Peak (Flow, Outlet) 784.000 min
Elevation (Water Surface,
314.15 ft
Peak)
Volume (Peak)
0.620 ac-ft
Mass Balance (ac-ft)
Volume (Initial)
0.000 ac-ft
Volume (Total Inflow)
1.050 ac-ft
Volume (Total Infiltration)
0.000 ac-ft
Volume (Total Outlet
0.532 ac-ft
Outflow)
Volume (Retained)
0.518 ac-ft
Volume (Unrouted)
0.000 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 C (IN)
Infiltration
Infiltration Method No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
312.00 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) 29.69 ft3/s Time to Peak (Flow, In) 721.000 min
Flow (Peak Outlet) 2.06 ft3/s Time to Peak (Flow, Outlet) 781.000 min
Elevation (Water Surface,
314.64 ft
Peak)
Volume (Peak)
0.791 ac-ft
Mass Balance (ac-ft)
Volume (Initial)
0.000 ac-ft
Volume (Total Inflow)
1.429 ac-ft
Volume (Total Infiltration)
0.000 ac-ft
Volume (Total Outlet
0.898 ac-ft
Outflow)
Volume (Retained)
0.531 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 C (IN)
Infiltration
Infiltration Method No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
312.00 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) 46.11 ft3/s Time to Peak (Flow, In) 721.000 min
Flow (Peak Outlet) 6.22 ft3/s Time to Peak (Flow, Outlet) 755.000 min
Elevation (Water Surface,
316.14 ft
Peak)
Volume (Peak)
1.368 ac-ft
Mass Balance (ac-ft)
Volume (Initial)
0.000 ac-ft
Volume (Total Inflow)
2.511 ac-ft
Volume (Total Infiltration)
0.000 ac-ft
Volume (Total Outlet
1.949 ac-ft
Outflow)
Volume (Retained)
0.561 ac-ft
Volume (Unrouted)
-0.001 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 C (IN)
Infiltration
Infiltration Method No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
312.00 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) 66.20 ft3/s Time to Peak (Flow, In) 721.000 min
Flow (Peak Outlet) 32.12 ft3/s Time to Peak (Flow, Outlet) 728.000 min
Elevation (Water Surface,
316.76 ft
Peak)
Volume (Peak)
1.634 ac-ft
Mass Balance (ac-ft)
Volume (Initial)
0.000 ac-ft
Volume (Total Inflow)
4.270 ac-ft
Volume (Total Infiltration)
0.000 ac-ft
Volume (Total Outlet
3.689 ac-ft
Outflow)
Volume (Retained)
0.580 ac-ft
Volume (Unrouted)
-0.001 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