SW8080607_APPROVED PLANS_20090720

PERMIT NO
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
SWs 080�001
❑ CURRENT PERMIT
rR APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
ooct 0120
YYYYMMDD
rA

BrunswicK County, North Caro/ina
Civil Engineering / Landscape Architecture / Construction Management
P.O.Box 1172
Wilmington, NC 28402
OWNER:
Phone: [phone]
Fax: [phone]
St. James Fire Department, Inc.
3628 St. James Drive
Southport, NC 26461
Office: (910) 253 - 9990
Fax: (910) 253 - 9991
NORTH
BRbWSWICK COUATY
�NORTH CAR01"A
NC ell
ST JAMES
�Z
P�
Z�
SITE
ST JA S DR
LOCAIM MAP
M W HANOVIM COUNTY, NIORR4 CAROLAU
NOT T❑ SCALE
6400:1i101111
SW-01 STORMWATER MANAGEMENT PLAN
JUN 0 4 2009
13y
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
6�� 60(00'7
DL4 00):
MODIRED AS PER D. •
PROJECT NO.: SW8 080607-MOD
MODIFIED AS PER NCDENR-DWO
REVIEW COMMENTS ON 19-JUNE-2008
PROJECT NO. SW8 080607
ISSUED FOR NCDENR-DWO REVIEW
IN ON 12-JUNE-2008 AT 10.00AM
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION

/ � w
GRAPHIC SCALE
eo o zo ao e° rso 4Jv e>�`� ry°� -� � ��� >7� - ... V
0�- T� %O°- - - G 110.
( IN FEET i j
I inch = 40 ft.EXISTING
c�
INFILTRATION Q.\v/ ♦ •306TQF�� \ \ \
\
REVISED PLAN AS PER DESIGNER'S BASIN EASEMENT
REV CERTIFICATION. TRUNCATED AND DEEPENED JRC
2 INFILTRATION BASIN fl. RAISED
TEMPORARY POOL AND DOWNSTREAM FLOW 5/29/09 n r EXISTING 12" \
DEVICES FOR INFILTRATION BASIN f2.
SLOTTEDY
MODIFIED BOTTOM OF INFILTRATION D f _ DRAIN
JRC `
REV BASIN-1 IN SECTION DETAIL TO BE 27.0'
1 AND ADDED SEASONAL HIGH WATER
TABLE ELEVATIONS FOR BOTH 6/20/08
INFILTRATION BASINS TO THE PLAN VIEW j/I>
FINAL DESIGN
NOT RELEASED J ° r /
ap D ST. JAMES PLANTATION
FOR CONSTRUCTION °�\ - CHAPEL SITE
s D D.B. 1192, PG. 468
p a. .p -\
♦ EXISTING M.C. V, PG. 329
PARKING LOT
a
ST. JAMES DEVELOPMENT CO., °/� ;' \\ LSo �2822
LLC D.B. 1117, PG. 540 S -
M.C. 18, PG. 88 //D �/'�'� D
\3z D
d
BRUNSWICK COUNTY
IP? a ° D ebb °R�cN aT I WELL SITE #7
D.B. 318, PG. 559
EXISTING
BUILDING
ADDITION
D UNDISTURBED - EXISTING PARKING ' s� A'� ° \D
PARKING LOT r
°. l 4'G,- ,/ ° "D. - \
\ _ D ISLAND ADDITION - r9; A'-- -/ST. JAMES
j / D l J/ - ``J�za- ! DEVELOPMENT
Y "�I " r
�1I/// g ' CO., LLC
D.B. 2064, PG. 611
M.C. V, PG. 245 /
,
If —27—
�01i OPEN SPACE ld,�i ley r
y \ / UNDISTURBED / v
PARKING ISLAND ro- i�/�� l EXISTING4'`'
/ , CLASS -'A'
; J /`l RIP -RAP APRON INFILTRATION
BASIN EASEMENT / \\
FIRST ST. JAMES, INC ii / j
D.B. 1310, PG. 6
till
D r 1, II /, , / , lI! ,//%, ,
jrIr !f EXISTING EXIST. 6' SID�wALK /
i r A'I� l` ' INFILTRATION i �r+J! �! l LOOP RADIUS=50'
BASIN #2
SHWT:
Jr^-,
9 \ I a IO =_ -i% TYPE II
YARD
30' BUFFER >
25.25_ _ BYPASS CHANNEL, 82' \1
�WL SP EAD'_e LEVEL SPREADER, AND
`'I VEGETATED FILTER
/ O /
�, 1 _j - 25.75 209.30
— e I LTER STRIP INV-;
/ Cp / __ /
AST SIDEw K _ /
r
- - - -' - - -EXI 6' SIDEWALK 2 STREET)-
--- _ 100' R W PZtVPG.
E 306
ST36
. JAMES 4; M C' _
1038, PG-
LEVEL SPREADER
INV.: 26.25
EARTHEN WEIR
VEGETATED
WITH CLASS-'ATEMP
POOL APPROX. TOP
FILTER/OUTLET
RIP RAP ELEV:
26.50 OF SWALE
29
29
28
28
_
27
27
26
\\ ��
25
25
24
APPROX. BOTTOM
24
23
OF SWALE
23
22
22
NOT TO SCALE
PRETREATMENT SWALE CROSS-SECTION
NOT TO SCALE
31
30
29
28
27
26
25
PROPERTY DESIGN POOL
BOUNDARY ELEV: 30.00'
An, r
/ — — — — ` —iT— — —
—36 — p--\(—_29�}-�2.5' —�
——_—�20I _
----(2727}-
I301 _ MAIN BASINYFORE
\-(26 } BAY
\27 }— —27)--
a \----(28}-
--
LEXISTING EDGE
OF PAVEMENT a
INFILTRATION BASIN #1 PLAN DETAIL
V = 10' (ON 24'x36' SHEET)
EXISTING DESIGN POOL:
GRADE 30.00'
17
3,
12„
N
4" CLEAN SAND UNDER BASIN
31
30
29
CPP
28
27
26
25
10+00 10+10 10+20 10+30 10+40 10+50 10+60
INFILTRATION BASIN #1 SECTION DETAIL
NOT TO SCALE
PRETREATMENT-
l� SWALE ® 1.0%
EXISTING
EDGE OF / J / / L//� _ _ — 24 —
PAVEMENT / I `� / // _24.75 40BEFILLEDTO 24.75'
PRO. BOTTOM
ELEV: 24.75'
I/� i r / l 59'
DESIGN POOL / " �� // 57
ELEVATION: 26.50 / / / \ EXIST. BOTTOM
ELEV: 24.00'
TO BE FILLED
CLASS -'A' RIP 4. ?S / /
RAP REINFORCED / T BE FILLED TO 24.75' -
EARTHEN WEIR,BASIN - 24 24.75
ELEV: 26.5>
BYPASS CHANNEL, \\ \ ` - - - TYPE III
LEVEL SPREADER, \ �--�Nv 26.25 _ _ .r / BUFFER YARD
AND VEGETATED SETBACK
FILTER. INFILTRATION BASIN. #2 PLAN DETAIL
GENERAL NOTES: 1- = 29 (ON 24-x36- SHEET)
1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING UTILITIES, ABOVE AND
BELOW GROUND, PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED
THROUGH DEMOLITION AND GRUBBING ACTIVITIES.
3. SURVEY AND TOPOGRAPHICAL INFORMATION AS SHOWN ON THESE PLANS HAVE BEEN
PROVIDED BY MCKIM AND CREED FROM BOLIVIA, NORTH CAROLINA.
4. THERE ARE NO WETLANDS ON THIS SITE.
5. ALL DISTURBED AREAS NOT WITHIN THE PROPOSED EDGE OF PAVEMENT (EOP) TO BE
SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES.
6. ALL ROOF DRAINAGE WILL BE DIRECTED TOWARDS THE COLLECTION SYSTEM.
7. THE INFILTRATION BASIN AND THE VEGETATED FILTER MUST BE PROTECTED FROM
SEDIMENT BY SILT FENCE UNTIL THE ENTIRE DRAINAGE BASIN HAS BEEN STABILIZED.
DOWNSLOPE FILTER FABRIC
12" 18
5: 1 A41 r ELEV -
COMPACTED
CLASS -'A' EARTH
RIP RAP
APRON BYPASS WEIR CROSS-SECTION
NOT TO SCALE
12" DRAIN
EXISTING
CLASS -'A' RIP
RAP APRON
ST. JAMES
DRIVE ROW
EXISTING
12" CPP
40' OF EXISTING 12"
SLOTTED DRAIN
AND GRATE AT 0.5%
ACROSS EXISTING DRIVEWAY
RIM/GRATE: 30.00'
SLOTTED DRAIN
INV.: 30.00'
SLOTTED DRAIN
MUST BE ABLE
TO HANDLE
H-20 LOADING
STANDARD 12" SLOTTED DRAIN DETAIL
NOT TO SCALE
EXISTING PROPOSED DESIGN POOL:
GRADE GRADE 26.50'
28
27
26
25
24
23
22
21
28
27
26
25
24
23
22
21
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 10+99
INFILTRATION BASIN #2 SECTION DETAIL
NOT TO SCALE
LEVEL SPREADER TO BE 82- LONG, HAVE ZERO
LONGITUDINAL SLOPE AT ELEVATION 26.25, AND BE
CAST -IN -PLACE CONCRETE, CURB, OR APPROVED EQUAL
LEVEL SPREADER SECTION DETAIL
NOT TO SCALE
" :. .FA�
=
ANN
SEASONAL _H WATER TABLE
/ -E
j 4
Y'
EXIST.
EXPANSION ��.-• c `" '
paw
h •Z
R0p EXIST.
EXPANSION
o >
o 'a-
E
Rom'
JAI,
0
_ zt.r 1_ /
i
RTRA'
A
O
DRIVE SE
ST JAMES
PARKING LOT ADDITION DIMENSION PLAN
NOT TO SCALE
ST JAMES
VICINITY MAP - NOT TO SCALE
c_ D
EXIST. BUILDING EXIST. PAVEMENT
— — — — — EXIST.
ADJACENT BOUNDARY
EXIST.
PROPERTY BOUNDARY
---45---- EXIST.
MAJOR CONTOUR
--- 44 ---- EXIST.
MINOR CONTOUR
- - - - - - - - - EXIST.
DRAINAGE BASIN
<-�� EXIST.
FLOW DIRECTION
2w PRO. BOTTOM CONTOUR
BUILT UPON AREA CALCULATIONS
OVERALL
AREA:
TOTAL PROPERTY AREA:
= 175,035 SF
WETLAND
AREA:
= NONE
PROJECT
AREA:
= 175,035 SF
TOTAL IMPERVIOUS AREA:
ON -SITE
BUILDINGS:
= 11,188 SF
ON -SITE
STREETS:
= -0-
ON-SITE
PARKING:
= 58,679 SF
ON -SITE
SIDEWALKS:
= 1,296 SF
OTHER ON -SITE
_ -D-
OFF-SITE
_ -0-
TOTAL
= 71,163 SF
PROJECT
DENSITY
71,163 SF
175,035 SF = 40.66%
OWNER:
St. James Fire Department, Inc.
3628 St. James Drive
Southport, NC 28461
Office: (910) 253 - 9990
Fax: (910) 253 - 9991
Coastal Land Lxesign, PLLC
Civil Engintv:ring I LanJscmpc AmItitectum i Construction Managcmcnt
P.O.Box 1172 Phom;:910-254-9333
Wilmington, NC 28402 Fax: [phone]
DRAWN
J. CARMINE
PROJECT
NUMBER : 200-12
DESIGN : J. CARMINE
CHECK :
J. PETROFF
SCALE : VARIES
APPROVED :
J. CARMINE
DATE : 114—JUN-2008
FILE NAME :
MANAGEMENT
Stormwater M9ffiN
JOB NUMBER SHEET NUMBER
200-12 SW-01

StIciors"vviat4ar Management Plan
for the
Fire
Brunswick County, North Caro/ina
Civil Engineering / Landscape Architecture / Construction Management
P.O.Box 1172
Wilmington, NC 28402
Phone:[phone]
Fax:[phone]
OWNER:
St. James Fire Department, Inc.
3628 St. James Drive
Southport, NC 28461
Office: (910) 253 - 9990
Fax: (910) 253 - 9991
NORTH
BRUNSWCK COUNTY
,��NORTH CAROLINA
NC 21
1
ST JAMES
�Z
Z�
SITE
St JA S DR
LOCA71ON AdAP
11ErY HAAIDUH4 G'OtAVTf; MOA7H CAAr�.NA
NOT T❑ SCALE
SHEETINDEX
nj 1 1N
NORTH CAROU ENVIRONMENTA
MANAGE 01 COMMISSION
DMSI OF WATER QUALITY
\o0"
REC`EI�,rEI�
JUN 2
BY:Sw-sa80 07
••i-' . AS PER . - . •
COMMENTSON 008
PROJECT NOIOWW
ISSUED FOR NCDENR-DWO
ON 0010:OOAM
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
t

GRAPHIC SCALE
40 0 20 40 Bo 160
( IN FE>:~r) ^ti^ ��•' : ' � :. ' � 4?L, �q
1 inch = 40 fL
PROPOSED .%ST
INFILTRATION U 6�FFJ
BASIN EASEMENT \
d �
SAW -CUT \
EXISTING
DRIVEWAY AND
MODIFIED BOTTOM OF INFILTRATION INSTALL 12"
C
REV BASIN-1 IN SECTION DETAIL TO BE 27.0' JRTRENCH DRAIN /
AND ADDED SEASONAL HIGH WATER �� 0
1 TABLE ELEVATIONS FOR BOTH gory• h\
INFILTRATION BASINS TO THE PLAN VIEW
�
6/20/08ti0�0^ /
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
ST. JAMES DEVELOPMENT CO.,
LLC D.B. 1117, PG. 540
M.C. 18, PG. 88
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aaaaaaf�YL'a�1A�� �'aanaa►Va•laa�
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.
€i" Nquasalun58aaanaannr
• .anannnannanan!
�;' s€ �'a�a�nrs�uiiiiiin
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............ ..::::.
G
•'s° s. six _ \\�J`\'�\\`tali"✓iii;`i`�\\'i\`/i\`'\\\
Fit
M.
OPEN SPACE
::, iea `Tie5
\'ly
l
UNDISTURBED MEN
•, : ;1E;,PARKING ISLAND
:
PROPOSED
•i.�R r' 3V INFILTRATIOMEN
/ST. JAMES
DEVELOPMENT
CO., LLC
/ !M-
V, P 2 B. 611
.C. PG. 45
FIRST ST. JAMES, C.
D.B. 1310, PG. 6 1l . , / N , ♦ - 26 27 ♦ , /
EXIST_ 6' SIDEAI
INFILTRATION / LOOP RADIUS=50' /
—
c^\BASIN /2
SHWT: 22.00' / r
A\
14
♦ 26 _ _ _ -- � TYPE jIYARD
v . / ♦ -. -- zi •ram' 30• BUFFER
/ BYPASS CHANNEL, 82'
�° ! LEVEL SPREA ER INV.- 75 , LEVEL SPREADER, AND
(i ' VEGETATED FILTER
LEVEL
SPREADER
VEGETATED
FILTER/OUTLET 1
29
28
27
26 /
25
24
23
22
o 1� 2
/ j J / 27 C1ER STRIP INV 25.25 1 209.30
L1 i
N EXIST- 6 SIDEW
6`SIDEWALK — �-
/6 W PRIVATESTREE
R �-
306
ST. JAMES PG 364; VAou Z, PG
1038.
EARTHEN WEIR TEMP POOL APPROX. TOP
WITH CLASS -'A' ELEV.: 26.00 OF SWALE
RIP RAP
APPROX. BOTTOM
OF SWALE
PRETREATMENT SWALE PROFILE
NOT TO SCALE
29
28
27
26
25
24
23
22
PRETREATMENT
SWALE IS TO
BE SODDED
PRETREATMENT SWALE CROSS-SECTION
NOT TO SCALE
31
30
29
28
27
INFILTRATION BASIN #1 PLAN DETAIL
1- =1(r (ON 24')Cd6' SHEET)
PROPOSED EXISTING DESIGN POOL:
GRADE `GRADE r 30.00'
12" CPP
4" CLEAN SAND UNDER BASIN
1 1► 1 1 1 1 1 1 141 1 1
INFILTRATIONBASIN #1 SECTION
NOT TO SCALE
:MEN
auinawor
aoa
C••
moarr
:ior
a OF
iaur
aoa
uo
nan
PROPOSED
EDGE OF
/ 56.6'
DESIGN POOL /
ELEVATION: 26.00 / `y
1 ,1
31
30
29
28
27
CLASS -'A' RIP zS
RAP REINFORCED 2.4
EARTHEN WEIR 25
ELEV.: 26.0' 26
27 --
BYPASS CHANNEL, 27 TYPE III
LEVEL SPREADER, 25.7 5 BUFFER YARD
AND VEGETATED ER IN\/'-% SETBACK
FILTER. INFILTRATION BASIN #2 PLAN DETAIL
GENERAL NOTES: 1' = 2W (ON 24-x36' SHEM
1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING UTILITIES, ABOVE AND
BELOW GROUND, PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED
THROUGH DEMOLITION AND GRUBBING ACTIVITIES.
3. SURVEY AND TOPOGRAPHICAL INFORMATION AS SHOWN ON THESE PLANS HAVE BEEN
PROVIDED BY MCKIM AND CREED FROM BOLIVIA, NORTH CAROLINA.
4. THERE ARE NO WETLANDS ON THIS SITE.
5. ALL DISTURBED AREAS NOT WITHIN THE PROPOSED EDGE OF PAVEMENT (EOP) TO BE
SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES.
6. ALL ROOF DRAINAGE WILL BE DIRECTED TOWARDS THE COLLECTION SYSTEM.
7. THE INFILTRATION BASIN AND THE VEGETATED FILTER MUST BE PROTECTED FROM
SEDIMENT BY SILT FENCE UNTIL THE ENTIRE DRAINAGE BASIN HAS BEEN STABILIZED.
__.._......- ru Tr0 CAR
-� •�wi\%%\'`\`/`COMPACTED
CLASS -'A' EARTH
RIP RAP
APRON BYPASS WEIR CROSS-SECTION
NOT TO SCALE
DC
PRETREATMENT
FOREBAY
ST. JAMES
DRIVE ROW
12" CPP
40' OF 12" TRENCH DRAIN
AND GRATE AT 0.5% ACROSS
EXISTING DRIVEWAY
RIM/GRATE: 30.00'
DI GRATE
NV.: 30.00'
V ; ' CONCRETE OR DI
12" DRAIN CHANNEL BOX.
BOX MUST
° HANDLE H-20
LOADING
STANDARD 12" TRENCH DRAIN DETAIL
NOT TO SCALE
I*#M111`� • ••
• �t�l���A��,��' 'tea+� •
IN
auk
��_SEASONAL HIGH WATER TABLE—��
1 II 1 1 1 1 1 1 1 •1 1 1 1 ,1 1 1 1 :1 I •1 1 .r
LEVEL SPREADER TO BE '2§!- LONG, HAVE ZERO
LONGITUDINAL SLOPE AT ELEVATION 25.75, AND BE
CAST -IN -PLACE CONCRETE, CURB, OR APPROVED EQUAL.
LEVEL SPREADER SECTION DETAIL
NOT TO SCALE
PARKING LOT DIMENSION PLAN
NOT TO SCALE
ST JAMES
VICINITY MAP - NOT TO 5CALE
LECE>D>
7.
EXIST. BUILDING EXIST. PAVEMENT
PROP. BUILDING DEMOLITION
— — — — — EXIST. ADJACENT BOUNDARY
EXIST. PROPERTY BOUNDARY
---45---- EXIST. MAJOR CONTOUR
--- 44 ---- EXIST. MINOR CONTOUR
PRO. CONTOUR
PRO. EDGE OF PAVEMENT
- - - - - - - - - PRO. DRAINAGE BASIN
- - - - - PRO. LIMIT OF DISTURBANCE
PRO. FLOW DIRECTION
BUILT UPON AREA
CALCULATIONS
OVERALL AREA
TOTAL PROPERTY AREA
= 175.035 SF
WETLAND AREA
= NONE
PROJECT AREA
= 175.035 SF
EXISTING IMPERVIOUS AREA:
RESIDENTIAL BUILDINGS
= 7,108 SF
STREETS AND ROADWAY
= 421 SF
PARKING
= 28,686 SF
SIDEWALKS
= 1,296 SF
DEMOLITION (PARKING/ROAD) = Z155 SF
TOTAL
= 35.356 SF
PROPOSED ADDITIONAL IMPERVIOUS AREA:
RESIDENTIAL BUILDINGS
= 4,080 SF
STREETS AND ROADWAY
= -0-
PARKING
= 31,727 SF
SIDEWALKS
= -0-
TOTAL
= 35.807 SF
TOTAL IMPERVIOUS AREA:
RESIDENTIAL BUILDINGS
= 11,188 SF
STREETS AND ROADWAY
= -0-
PARKING
= 58,679 SF
SIDEWALKS
= 1.296 SF
TOTAL
= 71,163 SF
PROJECT DENSITY
71,163 SF
= 40.6fi%
175.035 SF
OWNER:
St. James Fire Department, Inc
3628 St. James Drive
Southport, NC 28461
Office: (910) 253 - 9990
Fax: (910) 253 - 9991
Coastal Land Design, PLLC
Civil Enginecring / Landscape Architecture / Construction Management
P.O.Box 1172 Plane: 910-254-9333
Wilmington, NC 28402 Fax: [phone]
DRAWN
J. CARMINE
PROJECT 200-12
NUMBER
DESIGN J. CARMINE
CHECK :
J. PETROFF
SCALE: VARIES
APPROVED :
J. CARMINE
DATE : 04-JUN-2008
FILE NAME :
Stormwater Management Plan
.IOB NUMBER SHEET NUMBER
200-12 SW-01