HomeMy WebLinkAboutSW8051204_COMPLIANCE_20060515STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
xXJ5/&�
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
DETENTION POND ANALYSIS FILENAME- G-\DATA\WPDATA\WQS\POND1051204.WK1
RROJ ECT #: SW8 051204 REVIEWER- R. Hall
PROJECT NAME: Salty Dog's at Waterford
DATE- 15-May-06
Receiving Stream: Jackey's Creek Class: C;SW
Drainage Basin- Cape Fear Index No. 18-77-3
Site Area 1.90 acres
Drainage Area square feet Area = 1.34 acres
IMPERVIOUS AREAS
Rational C
buildings
8692,00
square feet
parking
34087.00
square feet
Sidewalk
3638.00
square feet
Reserve
2358.00
square feet
square feet
square feet
TOTAL `:!i': 48775
square feet Rational Cc= 0.03
SURFACE AREA CALCULATION
% IMPERVIOUS
83.87%
SA/DA Ratio 6.01%
Des. Depth
5
Req. SA 3495 sf
TSS:
90
Prov, SA � 349�7- sf
VOLUME CALCULATION
place a "11" in the box if Rational is used
Rational ?*
FOREBAY
Des. Storm
inches
Perm. Pool Volume= 4536
Rv=
0.80
Req. Forebay Volume= 907.2
Bottom
msI
Provided Volume= 930.00
Perm. Pool
.19
�IF4, _00 �] rn s I
Percent=
Design Pool
24.99 rnsl
Design SA
4404 sf
Req. Volume
390 cf
SA @
Prov. Volume
cf
Elevation=
t
ORIFICE CALCULATION
Avg. Head =
0.47
ft
Q2 Area =
0.98
sq. in.
Flow Q2, cfs
0.023
cfs
Q5 Area =
0.39
sq. in,
Flow Q5, cfs
0.009
cfs
Orifice Area
0.79
sq. in.
Na. of Orifices
............. i1
Q=
0,018
cfs
Diameter, inches
0 �Q:
weir H x W
in
x
E.-
in
Drawdown
..... ......
days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines
DETENTION POND ANALYSIS FILE NAME: G:\DATA\WPDATA\WQS\POND1051204.WKI
PROJECT#: SW8 051204 REVIEWER: R. Gordon
PROJECT NAME: Salty Dog's at Waterford
DATE: 14-Dec-05
Receiving Stream: Jackey's Creek Class: C;Sw
Drainage Basin: Cape Fear Index No. 18-77-3
Site Area 1.90 acres
Drainage Area i55.o€ square feet Area = 1.27 acres
IMPERVIOUS AREAS
buildings
parking
TOTAL
SURFACE AREA CALCULATION
% IMPERVIOUS 77.12%
Des. Depth 3.5
TSS: 90
VOLUME CALCULATION
7164.00 square feet
35461,00 square feet
square feet
square feet
square feet
square feet
426 2'%:!Q 70� square feet
Rational ?*
Des. Storm
1Q inches
Rv=
0,74
Bottom
20.5 msl
Perm. Pool
msl
Design Pool
24.95 msl
Design SA
5328 sf
Req. Volume
cf
Prov. Volume
i4582 cf
ORIFICE CALCULATION
Rational C
Rational Cc= 0.05
SA/DA Ratio 7.71%
Req. SA 4263 sf
1 sf
Prov. SA 1: :
* place a "l " in the box if Rational is used
FOREBAY
Perm, Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
SA @
Elevation=
5141
1028.2
1001.00
Avg. Head =
0.45
ft
Q2 Area =
0.88
sq. in.
Flow Q2, cfs
0.020
cfs
Q5 Area =
0.35
sq. in.
Flow Q5, cfs
0,008
cfs
Orifice Area
0.79
sq. in.
No. of Orifices
0.018
cfs
Diameter, inches
weir H x W
in
x
in
Drawdown =
22
days
COMMENTS
Surface Area , Volume and Orifice are within Design Guideline,,z
TopoZone - The Web's Topographic Map
Page 1 of 1
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Map center is 340 12' 55"N, 780 01' 05"W (WGS84/NAD83)
Winnabow quadrangle is`l--9,889
Projection is UTM Zone 17 NAD83 Datum G=1,878
http://www.topozone.com/print.asp?z=17&n=3790048.05306908&e=774725.434856616&s=... 12/14/2005
CAPE FEAR RIVER BASIN
Name of Stream
Subbasin
Stream Index Number
Map Number
Class
Hudson Branch
CPF04
16-27-4-1
❑22NW2
WS-II;HQW,NSW
Hughes Creek
CPF07
18-4-7
E22SE4
WS-IV
Hughes Mill Creek
CPF02
16-14-6-1
321SEB
WS-II;HQW,NSW
Hunting Branch
CPF04
16-28-2
D21NW9
C;NSW
Hybarts Branch
CPF15
18-27-5-1-1
G23SW5
C
Indian Branch
CPF13
18-20-26-1
F23NE7
WS-Iv
Indian Creek
CPF05
16-41-1-18-(1)
D23SW5
WS-IV;NSW
Indian Creek
CPF05
16-41-1-18-(2)
D23SW4
WS-IV;NSW,CA
Indian Creek
CPF10
17-35
E21SE4
WS-Iv
Indian Creek
CPF16
18-46-4
I24NE2
C
Indian Creek
CPF17
18-70
J26SE4
C;Sw
Indian Creek (Jessups Pond)
CPF16
18-42-1
H24SW1
C
Ingle Branch
CPF03
16-19-5-2
C20SE6
C;NSW
Intracoastal Waterway
CPF24
18-87
J29NW2
SA;ORW
Intracoastal Waterway
CPF24
18-87-(5.5)
J28NE3
SA;HQW
Intracoastal Waterway
CPF24
18-87-(11.5)
J28SW2
SA;ORW
Intracoastal Waterway
CPF24
18-87-(23.5)
K27NE2
SA;HQW
Intracoastal Waterway
CPF24
18-87-(25.5)
K27NE5
SA;ORW
Intracoastal Waterway
CPF24
18-87-(30.5)
K27SW3
SA;HQW
Intracoastal Waterway
CPF17
16-88-9
L26NE4
SA;HQW
Intracoastal Waterway
CPF17
16-88-9-(3.5)
L26NE9
SC
Island Creek
CPF22
18-74-27
H27SW4
C;Sw
Island Creek
CPF23
18-74-50
J27SE5
C;Sw
Jack Branch
CPF05
16-91-6-1-{1}
D23SW9
C;NSW
Jack Branch
CPF05
16-41-6-1-(2)
D23SW9
WS-IV;NSW
Jackeys Creek
CPF17
18-77-3
K26NE6
C;Sw
Jacks Ford Branch
CPF15
18-31-24-5-2
G23SW1
C
James Creek
CPF14
18-23-13
G21NE5
WS-III
Jennie Creek
CPF15
18-31-2
G21NE7
C
Jenny Branch
CPF08
17-6-2'
D19NE1
WS-IV:'
Jim Branch
CPF07
18-7-4
E23SW3
C
Joss Fork
CPF14
18-23-3-1
G21NW1
WS-III
John Creek
CPF24
18-87-30
K27SE1
SA;ORW
Johns Branch
CPF17
18-64-6
J25SE8
C;Sw
Johns Swamp Branch
CPF20
18-68-17-6
I25SE1
C;Sw
Johnson Branch
CPF04
16-31-1
D21SE4
C;NSW
Johnson Branch
CPF13
18-20-25-1
F23NW9
C
Johnson Creek
CPF12
17-43-6-1
D21SW5
WS-III
Johnson Mill Race
CPF19
18-68-1-17-13
H25SW2
C,,Sw
Jolly Branch
CPF06
16-41-1-15-1-2
❑22NE5
C;NSW
Jones Branch
CPF05
16-41-4-1-1
D22SE5
WS-IV;NSW
Jones Branch
CPF21
18-74-8-2
G27NE4
C;SW
Jones Creek
CPF02
16-14-5-1
C21NW1
WS-II;HQW,NSW
Jones Creek
CPF06
16-41-1-15-1-1
❑22NE1
C;NSW
Jones Creek
CPF13
18-20-12
F23SW1
C
Jones Creek (Lake Ann)
CPF20
16-68-16-1
I26SW4
C;SW
Jones Lake
CPF16
16-46-7-1
I24NE4
B
Jones Swamp
CPF18
18-65-12-4
G24SW3
C;SW
Jordan Creek
CPF02
16-14-6-(0.5)
C21NE1
WS-II;HQW,NSW
Jordan Creek
CPF02
16-14-6-(3)
C21NW6
WS-II;HQW,NSW,CA
Jorden Branch
CPF02
16-11-14-1-4
C20SW1
C;NSW
Jump and Run
CPF22
18-74-22.5
H27NE7
C;SW
Jump and Run Creek
CPF17
16-88-9-3-2
L26NE5
SC;Sw
Jump -and -Run Branch
CPF19
16-68-2-12-1
H25NE6
C;Sw
Jumping Run
CPF18
18-66-12-2-4-1-1
G24NE2
C;Sw
Jumping Run
CPF21
18-74-10
G27NE7
C;Sw
Jumping Run
CPF23
16-74-36
I27SE5
C;SW
Jumping Run Branch
CPF21
18-74-6
G27NW5
C;Sw
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