SW8121008_APPROVED PLANS_20121102

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW���Q�7� -
DOC TYPE
❑ CURRENT PERMIT
C� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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ERVIOUS PAVERS
DRIVEWAY (DESIGN
/ •25 : \ BY OTHERS)
OTE: ROOF DRAIN SPOUTS
WITHIN HC1 DRAINAGE BASIN
/ TO DRAIN TOWARDS ROAD LOT 3
i = . LERCH RALPH ET VENDA
g�0 \ PID#: 103415543588
/21N EIR / f �� - \ DB 0979 PG 0569
4 Cl DRAINAGE AREA
(NCDENR PERMIT #:
SW8 931204)
NO '•°4
SEPTIC AREA
(DESIGN BY OTHERS) y�I(�
41
4 PROPOSED CONTOURS/GRADING
/ as /.!• • .a, o
BY OTHERS
• ° . •. °4 4 2 (f�J
APPROXIMATE LOCATION OF _
CONCRETE UTILITY PAD
4. 4
ON
s • D RAI NAG EI BAS I NENC H
AREA = 5,075 SF
- (0.12 ACRES)
\} PROPOSEp'fHOUSE
E \ - FFE/--37,0 3 \ NOTE: ROOF DRAIN SPOUTS
3 ,'� 0 TO CONNECT TO
I f INFILTRATION TRENCH
(SEE DETAIL)
(i ! ,/ 4'
\ ' ! NFILTRATION TRENCH
,¢ 3 , . r �. \ AREA = 725 SF
LOT 54 cs. BOTTOM IE: 20.5
REYNOLDS GERARD M ETUX HC1 DRAINAGE AREA ~�"—"` �� G�' / ' G < '•!.• '� ° ^ a e �A� J '
ELLEN C (NCDENR PERMIT #: - \ 4 _ DEPTH = 4.0
PID#: 103415542417 SW8 931204) a - \� �,, (SEE DETAIL)
DB 1444 PG 0534 $:. a s ONCRETE POOL DECK
NOTE: ROOF DRAIN SPOUTS i �.• 4 _ 5. ELEV: 26.6
TO CONNECT TO , ` PO4�/-" J (DESIGN BY OTHERS)
INFILTRATION TRENCH / 2 ' / . 4 .4
(SEE DETAIL) +.. ROPOSED
° - - - -
CONCRETE DECK ELEV: 27.0 \ 2 OBSERVATION WELL \� � ,..
SLOPE 2% AWAY FROM (SEE DETAIL)
HOUSE \'' _ _ _. -
A -- APPROXIMATE LOCATION
O MR ON UNE
OF SOIL BORING.
' l EXST. ELEVATION: 25.0t
3:1 SWALE f -
CAST IRON BOX WITH '(}P �i i
'
LOCKABLE CAP ` 15 � � -- `f -� % _r-- -: � -�' ROPOSED BULKHEAD
SURFACE SEAL \ 1 /~� i TOP' 24 0
I ..7 v °
v
v v CLEAN WASHED COARSE
SAND OR FINE GRAVEL
4" 0 PERFORATED PVC PIPE
rTER
T
$" CPP
CONNECTOR
TRENCH SECTION
Km
MIN. 0.5' SEPARATION
BETWEEN BOTTOM OF
SWALE & TOP OF
INFILTRATION TRENCH
-(1 PERFORATED
PIPE (INSTALLED
LENGTH OF TRENCH)
`#57 WASHED
CRUSHED GRANITE
FILTER FABRIC LINER
(MIRAFI 70OX OR ENG-
APPROVED OTHER)
NYLOPLAST
FRAME & GRATEISOLID COVER
TOP SOIL --\
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
I--
CONCRETE COLLAR
NYLOPLAST 12" YARD INLET
(DESIGN BY OTHERS)
NYLOPLAST YARD INLET
RIM: 25.0
CONNECT INVERT TO
INFILTRATION BASIN �� . 24
(SEE DETAIL)
4 if
A) i1
I%IN EIR r `
TO INFILTRATION BASIN 1
4' BUF RD,GAVERON51 SITE PLAN
4' MIN ON B' - 24' J3uFORD, GA 3D578
6' MIN ON 3V PHN MO) 832-2M \ '
l4yltaSt tiF,'�`w,V70)g -2 �,,, BAR SCALE 1 "=2'
20' 10' 0' 20' 40' 60'
°c REVISIONS
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SITE
LOCATION MAP
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SITE DATA
OWNER: GILBERT LEPSIG
SITE ADDRESS: 1324 HARBOUR WATCH CT.
CALABASH, NC 37763
BRUNS. CO. PARCEL ID #: 103415542593
PROPERTY AREA 27,271 SF (0.63 AC.) a 1�
INEILTRATION_•TRENCH BASIN IMPERVIOUS DATA F-1 0
PROPOSED BUILDING 1,595 SF W
PROPOSED CONCRETE PORCH DECK 995 SF A
PROPOSED CONCRETE POOL DECK 600 SF
FUTURE- -IMPERVIOUS 0Q5F
TOTAL PROPOSED IMPERVIOUS 3,690 SF Z
NCDENR PERMIT SW8 931204 IMPERVIOUS DATA (LOT 4 ONLY) Q'
PROPOSED BUILDING 2,275 SF
PROPOSED DRIVEWAY (IMPERVIOUS) 2,205 SF V 1
CONCRETE UTILITY PAD 180 SF
FUTURE IMPERVIOUS _Q40 SF
TOTAL PROPOSED IMPERVIOUS 5.300 SF
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LEGEND -
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2fi PROPOSED CONTOURS
•.�o o PROPOSED SPOT ELEVATION
----- -- PROPERTY LINE (BOUNDARY)
-- RIGHT OF WAY i Lw
TSF X TSF TEMPORARY SILT FENC
S E A L
PROPOSED CONCRETE AREA 17374 `
WETLANDS ter— <<j�•G1N'`
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I CEIvED - -- BATE 10-31-12
DESIGN PGT
NOS' 0 2 Z01Z DRAWN EJW
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DATE PRINTED c I
N 0 V 0 1 2012 SHEET 1 OF 1
12030
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Description
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SEPTIC AREA
(DESIGN BY OTHERS) V\
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I
APPROXIMATE LOCATION OF
CONCRETE UTILITY PAD
LOT 5
REYNOLDS GERARD M ETUX
ELLEN C
PID#: 103415542417
OB 1444 PG 0534
,---CAST EN BOCAP wm I
SURFACE SEAL
I Il
v
CLEAN WASHED COARSE
SAND OR FINE GRAVEL
4" 0 PERFORATED PVC PIPE
BOREHOLE (6" 0)
,-GUTTER
;POUT
s" CPP
CONNECTOR
TRENCH SECTION
NTS
MIN. 0.5' SEPARATION
BETWEEN BOTTOM OF
SWALE & TOP OF
INFILTRATION TRENCH
AL GRAD
-(1 PERFORATED
PIPE (INSTALLED
LENGTH OF TRENCH)
`07 WASHED
CRUSHED GRANITE
\--FILTER FABRIC LINER
(MIRAF1 70OX OR ENG.
APPROVED OTHER)
HC1 DRAINAGE AREA-- 1 N27.O
(NCDENR PERMIT #:
SW8 931204)
NOTE: ROOF DRAIN SPOUTS
TO CONNECT TO
INFILTRATION TRENCH(SEE DETAIL)
CONCRETE DECK ELE
SLOPE 2% AWAY FROM
HOUSE
3:1 SWALE
v
6 -50 ��
PERVIOUS PAVERS
DRIVEWAY (DESIGN
BY OTHERS)
OTE: ROOF DRAIN SPOUTS
WITHIN HC1 DRAINAGE BASIN
TO DRAIN TOWARDS ROAD LOT 3
LERCH RALPH ET VENDA
PID#: 103415543588
` DB 0979 PG 0569
t--HC1 DRAINAGE AREA
(NCDENR PERMIT #:
SW8 931204)
PROPOSED CONTOURS/GRADING
BY OTHERS
INFILTRATION TRENCH
DRAINAGE BASIN
AREA = 5,075 SF
(0.12 ACRES)
"NOTE: ROOF DRAIN SPOUTS
TO CONNECT TO
INFILTRATION TRENCH
(SEE DETAIL)
,-INFILTRATION TRENCH
AREA = 725 SF
BOTTOM IE: 20.5
DEPTH = 4.0'
,M (SEE DETAIL)
ONCRETE POOL DECK
5. ELEV: 26.6
(DESIGN BY OTHERS)
PF' �
ROPOSED
--Y- OBSERVATION WELL
(SEE DETAIL)
APPROXIMATE LOCATION
_ MR ON UNE OF SOIL BORING.
EXST. ELEVATION: 25.0t
PROPOSED BULKHEAD
TOP: 24.0
(DESIGN BY OTHERS)
NYLOPLAST YARD INLET
RIM: 25.0 �� <
CONNECT INVERT TO r j� �' f , a/ =�
INFILTRATION BASIN �i 24
(SEE DETAIL) 4
65
Z Q
NYLOPLAST
FRAME & GRATEISOLID COVER
TOP SOIL
i
4' CONCRETE COLLAR
MINIMUM PIPE BUR
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
CONNECT TO INFILTRATION BASIN
3130 VERONA AVE
4' MIN ON B" - 24" BUFORD, GA 30519 SITE
V MIN ON V PHN (770) 932.2N3
Nyj Sf FAX ��oP�� BAR SCALE 1 ))= 20''
wwwNYLOPLAST 12" YARD INLET
20' 1 0' 0' 20' 40'
60'
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SITE
LOCATION MAP
NOT TO SCALE
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14
SITE DATA
OWNER: GILBERT LEPSIG
SITE ADDRESS: 1324 HARBOUR WATCH CT.�
CALABASH, NC 37763
BRUNS. CO. PARCEL ID #: 103415542593
PROPERTY AREA 27,271 SF (0.63 AC.)
INFILTRATION TRENCH BASIN IMPERVIOUS_ DATA F
PROPOSED BUILDING 1,595 SF w
PROPOSED CONCRETE PORCH DECK 995 SF A
PROPOSED CONCRETE POOL DECK 600 SF
FUTURE IMPERVIOUS _ 500 SF
TOTAL PROPOSED IMPERVIOUS 3,690 SF A
NCDENR PERMIT SW8 931204 IMPERVIOUS DATA (LOT 4" ONLY;Q
PROPOSED BUILDING 2,275 SF
PROPOSED DRIVEWAY (IMPERVIOUS) 2,205 SF �! 1
CONCRETE UTILITY PAD 180 SF
FUTURE__ IMPERVIOUS _ 640 SF
TOTAL PROPOSED IMPERVIOUS 5,300 SF
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LEGEND
— — -- — — — — EXISTING CONTOURS
2 _ PROPOSED CONTOURS
�gp PROPOSED SPOT ELEVATION
�"�--�-- PROPERTY LINE (BOUNDARY) \\\,rlllillllrl��,�
_. ,. RIGHT OF WAY ``��\\�� •� q��,�
TSF X TSF 40 TEMPORARY SILT FENC "N
SEA L
PROPOSED CONCRETE AREA 17374 �1
WETLANDS. <<40
OR EGO�
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DATE 10-31---12
DESIGN PGT
DRAWN EJW
DATE PRINTED
N 0 V Q 5 2012
C1
SHEET 1 OF 1
12030
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