SW8040130_APPROVED PLANS_20161118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 b Lin 60
DOC TYPE
❑ CURRENT PERMIT
E� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YAP U I $
YYYYMMDD

I VICINITY MAP I
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RIGHT SIDE YARD BUFFER
WITH 0.4
VISUAL OPACITY IS REQUIRED.
PLANTS MAY NEED TO BE
ADDED PE
SECTION 7.2.9.A.4 OF THE
BRUNSWI(
COUNTY UDO IF EXISTING
VEGETATOOP
IS INSUFFICIENT.
N/F
THOMAS CARPENTER
PARCEL# 1670003701
ZONING CO-CLD
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THOMAS
ARCEL CARPENTER Lo
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PARCELS 16700037 / � �34 \ B FFE
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/35 \ I INSL
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NEW OUTLET 10' LONG
CL
z'W STRUCTURE EMERGENCY
REAR BUFFER WITH 0.6 VISUAL OPACITY \ E+ \ SPILLWAY
ADJACENT TO RR ZONING IS REQUIRED.
INV. 33.3 35
PLANTS MAY NEED TO BE ADDED PER
SECTION 7.2.9.A.4 OF THE BRUNSWICK \ • r r �� '� -- / l \ : ' : \ \ GcA
COUNTY LIDO IF EXISTING VEGETATION
IS INSUFFICIENT. 1 - -/ / \ 4
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PARCEL 16700037 _ — — - •_— — — — _ 24• caa \ \
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/ PROPOSED DROP INLET
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1 TOP TO GRADE
I I INV. 36.Ot SD p0`�E�
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MYRTIE SELLARS I SIDEWALK
PARCEL# 1670002901 �: �I I ' / R5
ZONING CO -RR / 39 / PROPOSED HVAC
' UNITS SCREENE�
PER BRUNSWIC
/ COUNTY UDO/ �o / S�
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LIGHT 1n
\ LIGHT — — — — _40—
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I LEGEND I
P/L
PROPERTY LINE
EXISTING CONTOUR
PROPOSED LIGHTING
PROPOSED CONCRETE PARKING
AREA
PROPOSED CONCRETE WALK
1-PROPOSED
BUILDING
HEIGHT: 14
L LIGHT
— I
10' STREET
PLANTS MAY
E ADDED IF
TI G VEGETATION
OF
Ki
LOCATION
FIRE HYDRANT
LOCATION
30"
ISTING PAVED AREA
SPACES (INCLUDES
HANDICAP SPACES)
TOP Td GRADE
V. 3T.
ITED LINE LIG T \
DELINEATE \
KING SPAC�\ \ \
SED 38
LK /
OSED PAVED CONCRETE
8 NEW PARKING SPACES
BRUNSWICK COUNTY
IREMENTS INCLUDING
kGE AND SPACE
F.ATION. THIS BRINGS
TOTAL SPACES TO 17.
EXISTING 10' STREET
BUFFER. PLANTS MAY
NEED TO BE ADDED IF
THE EXISTING VEGETATION
IS INSUFFICIENT
NOTES:
1. PARCEL AREA IS 7.28 AC, PARCEL J16700036, ZONED CO-CLD.
2. PROPOSED USE IS BOAT SALES AND SERVICE
3. SEWER SERVICE BY ON -SITE SEPTIC SYSTEM.
4. POTABLE WATER BY BRUNSWICK COUNTY PUBLIC UTILITIES.
5. THERE ARE NO WETLANDS ON THE SITE WITHIN ANY AREA TO BE DISTURBED.
6. LOCATION OF LIGHTING IS SHOWN AND MUST COMPLY WITH SECTION 6.9 OF THE BRUNSWICK COUNTY UDO.
7. THE BUILDING FACADE FOR THE PROPOSED BUILDING MUST COMPLY WITH SECTION 6.8 OF THE BRUNSWICK COUNTY UDO.
8. THERE WILL BE NO NEED FOR ADDITIONAL LOADING AREA ON THE SITE.
9. STORMWATER MANAGEMENT MUST BE ADDRESSED TO MEET NCDEQ AND BRUNSWICK COUNTY REQUIREMENTS.
10. THERE WILL NOT BE BATHROOM FACILITIES IN THE PROPOSED BUILDING AND NO WATER / SEWER SERVICES.
11. EXISTING FENCING SHALL BE RELOCATED AS NECESSARY TO ACCOMMODATE THE PROPOSED BUILDING AND PARKING.
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DATE 11/10/16
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5.
EX. INV.=29.00
EX. 18" CPP
EX. OUTLET
STRUCTURE
REAR BUFFER WITH 0.6 VISUAL OPACITY
ADJACENT TO RR ZONING IS REQUIRED.
PLANTS MAY NEED TO BE ADDED PER
SECTION 7.2.9.A.4 OF THE BRUNSWICK
COUNTY UDO IF EXISTING VEGETATION
RIGHT SIDE YARD BUFFER WITH 0.4 -
VISUAL OPACITY IS REQUIRED.
PLANTS MAY NEED TO BE ADDED PER
SECTION 7.2.9.A.4 OF THE BRUNSWICK
COUNTY UDO IF EXISTING VEGETATION
IS INSUFFICIENT.
N/F
THOMAS CARPENTER
PARCEL# 1670003701
ZONING CO-CLD
N/F
THOMAS CARPENTER
PARCEL# 16700037
ZONING CO-CLD
EX. YARD INLET #1
TOP=34.50
INV.=32.50
�Y
14
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41.58'
IS INSUFFICIENT. 1 36\ \ 33� ` — — ! _�
34
35
EX. 121
/ EXISTING 10' STREET '
� \ BUFFER. PLANTS MAY
\ NEED TO BE ADDED IF I
33 �\ \ THE EXISTING VEGETATION
p, IS INSUFFICIENT \
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THOMAS CARPENTER IX36
. INV.=31.00 I / /
PARCEL# 16700037 ° I �( l IX. 24" CPP
—31— / n EXISTING BUILDINGS
ZONING CO -RR �'E j — — — — -- _ — —
N/F
MYRTIE SELLARS
PARCEL# 1670002901
ZONING CO -RR
—36
—37—
TO BE REMOVED
38— ttx5V LOADM SPACE-
•`� / PROVIDE SIGNAGE INDICATING
/ 1 _ _J "NO IDUNG" YARD INLET #2
PROPOSED - TOP=35.00
=tip ro' BUILDING EXISTING INV.=31.75
36I1 .I / BUILDING
III / TO RE
yam:. III
37 /—39------'�/
EXISTING GRAVEL AREA
/ 38 / TO REMAIN
NO \ \ \
PROPOSED GRAVEL AREA
8 SPACES (INCLUDES
\ \ 2-HANDICAP SPACES)
\ \ PER BRUNSWICK CO.
REQUIREMENTS INCLUDING
\ SIGNAGE AND SPACE DELINEATION
105 \ \ \
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\ NEED TO BE ADDED IF
THE EXISTING VEGETATION
N/F IS INSUFFICIENT
KATHLEEN PARKER \
PARCEL# 1670001106
ZONING CO-CLD \
NOTES:
1. PARCEL AREA IS 7.28 AC, PARCEL #201910256179, ZONED CO-CLD.
2. PROPOSED USE IS BOAT SALES AND SERVICE.
3. SEWER SERVICE BY ON -SITE SEPTIC SYSTEM.
4. POTABLE WATER BY BRUNSWICK COUNTY PUBLIC UTILITIES.
5. THERE ARE NO WETLANDS ON THE SITE WITHIN ANY AREA TO BE DISTURBED
6. THERE ARE NO PROPOSED MODIFICATIONS TO OUTDOOR LIGHTING.
7. THE EXISTING AND PROPOSED IMPERVIOUS AREA IS 120,944 SF.
THE TOTAL PERMITTED IMPERVIOUS ALLOCATION IS 121,188 SF.
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I VICINITY MAP I
N.T.S.
� I �
REAR BUFFER WITH 0.6 VISUAL OPACITY
ADJACENT TO RR ZONING IS REQUIRED.
PLANTS MAY NEED TO BE ADDED PER
SECTION 7.2.9.A.4 OF THE BRUNSWICK
COUNTY UDO IF EXISTING VEGETATION
IS INSUFFICIENT.
N/F
THOMAS CARPENTER
PARCEL# 16700037
ZONING CO -RR
N/F
MYRTIE SELLARS
PARCEL# 1670002901
ZONING CO -RR
Jj
"___JIIIII
'� EMPLOYEE PARKING
RIGHT SIDE YARD BUFFER WITH 0.4 -
VISUAL OPACITY IS REQUIRED.
PLANTS MAY NEED TO BE ADDED PER
SECTION 7.2.9.A.4 OF THE BRUNSWICK
COUNTY UDO IF EXISTING VEGETATION
IS INSUFFICIENT.
N/F
THOMAS CARPENTER
PARCEL# 1670003701
ZONING CO-CLD
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PARCEL# 16700037 a
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EXISTING PARKING AREA
N/F
KATHLEEN PARKER
PARCEL# 1670001106
ZONING CO-CLD
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..........
..........
EXISTING BUILDINGS
TO BE REMOVED
\ \ EXISTING 10' STREET
\ BUFFER. PLANTS MAY '
\ NEED TO BE ADDED IF
\ \ THE EXISTING VEGETATION
IS INSUFFICIENT \
\ G
POTENTIAL
BOAT DISPLAY
AREA
LANDSCAPE PER
SECTION 5.3.5.T.5 OF
THE BRUNSWICK CO.
LIDO.
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,
POTENTIAL \ \ \
BOAT DISPLAY \ \ \ \ \ \
AREA \ \
LANDSCAPE PER
SECTION 5.3.5.T.5 OF \
THE BR UDO. NSWICK CO. \ \ \
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THE EXISTING VEGETATION
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NOTES:
1. PARCEL AREA IS 7.28 AC, PARCEL #201910256179, ZONED CO-CLD.
2. PROPOSED USE IS BOAT SALES AND SERVICE.
3. SEWER SERVICE BY ON -SITE SEPTIC SYSTEM.
4. POTABLE 5. THERE ARE ANO WETLANDS TER BY SON THEWICK SITE WITHINUNTY CANY UTILAREA TO BE DISTURBED. SCALE: 1 40,
6. THERE ARE NO PROPOSED MODIFICATIONS TO OUTDOOR LIGHTING.
0 40 80 120
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EXISTING VEGETATION
TO REMAIN w
I 4- LANDSCAPE ISLANDS - LANDSCAPE ISLAND417 SF �O• N/F
122 SF EACH SEE LANDSCAPE TABLE '9F s GLEN CARPENTERS
SEELANDSCAPE NOTESQ.QBQ \isl �� f ZONING:RU
I TABLE NOTES 8 4
PROPOSED GRAVEL
b p EMPLOYEE PARKING SFTF�?
9
CONCRETE � IY- Az(60 SPACES) BqC, po•
WHETLSSTOPS 22 m00% f RUN OF SAM VARNAWS BRANCH
I
SF
IS PROPERTY LINE LANDSCAPE ISLAND-161 SF
SEE LANDSCAPE TABLE N
NOTES&. QBQ
CP
O-! _ 18.0, O LANDSCAPE AREA-625 SF W
24.0' TYP. SEE LANDSCAPE TABLE NOTES 75.89
HANDICAP - _ �' g 1n N 85,2S57" E
2- LANDSCAPE AREAS-642 SF EACH SIGN I 'TYP' O O " 0 1Q Q N
SEE LANDSCAPE TABLE NOTESQBQ �8 (TYP_) \ fc.
w • Q Q ' 2- LANDSCAPE ISLANDS p
\_-- tra
LANDSCAPE ISLAND-218 SF 218 SF EACH
{� �� � o " c pp 1 Q � � SEE LANDSCAPE N
SEE LANDSCAPE TABLE O (� "/c :+ Vut
NOTES. TABLE NOTES Q. Q8 Q w
NDSCAPEISLANDS-1328F -(a
SEE NDSCAPE TABLE NOTPI I p !A p
2- LANDSCAPE ISLANDS' 100 SF AND 132 SF
SEE LANDSCAPE TABLE NOTE 96jh �•(
( 5 N
N I f 1 EXISTING 1 A 6•
m - STORAGE 1
_< 1 BUILDING
y . . 1 0
O - LANDSCAPE ISLANDS-852 Sr EACH ? PROPOSED W
U) SEE LANOSCAPE'TABLE STORMWATERIn o ^'
. ' NOTES /\ :QBQ 9� POND w�-'
n ` m
tkl-
p�
�- — 60.0., TYP.
68.7
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0 33.0' : - GRAVEL
_ . UNDSCAPEI LAND-852 SF.
SITE DATA TABLE
OWNER: PIKE ELECTRIC
100 PIKE WAY
MT. AIRY, NC 27030
TAX PARCEL NO: 16700036
SITE ZONING: CLD (COMMERCIAL LOW DENSITY)
PROPERTY AREA: 7.28 AC
IMPERVIOUS AREAS:
EXISTING BUILDINGS = 0.10 AC
EXISTING DRIVES = 0.04 AC.
PROPOSED GRAVEL DRIVES/PARKING = 2.64 AC
TOTAL IMPERVIOUS AREA = 2.78 AC
% IMPERVIOUS -38.2%
INTERIOR LANDSCAPE REQUIREMENTS:
PARKING AND DRIVEWAY = 114,835 SF
8% OF PARKING AND DRIVEWAY = 9,187 SF
INTERIOR LANDSCAPE AREA PROVIDED = 12,928SF (9.9%)
PARKING REQUIREMENTS:
REGULAR SPACES PROVIDED = 60
HANDICAP SPACES PROVIDED = 3
TRUCK SPACES = 22
TOZ IMPERVIOUS SURFACE AREA REQUIREMENTS:
LOT AREA WITHIN THE TOZ = 7.04 AC
IMPERVIOUS SURFACE WITHIN THE TOZ = 2.78 AC
% IMPERVIOUS WITHIN THE TOZ = 39.5%
MAXIMUM ALLOWABLE IMPERVIOUS SURFACE WITHIN THE TOZ = 80%
O..
-'
SEE LAND. APE TABLE
NOTES 1 . Q8A
-
1
_
N/F
00
to
PROPOSED GRAVEL f
70,
'd'
m THOMAS CARPENTER
^'w_ ZONING: CLD
PARKIN
•
9
22 SPACES
66:7
I �
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J
15.0-
EXISTING -
ELEC. BOX t..
S6go
'TYP
5•
N/F
RILEY CLEMMONS HEIRS
ZONING: CLD
Revisions
11/17/03- REVISIONS PER
SUPPLY H. BUNCH COMMENTS
01 /07/04- REDUCTION IN
PARKING
a "
VICINITY MAP
NOT TO SCALE
LANDSCAPE TABLE
MINIMUM ONE (1) TREE OF AT LEAST ONE AND A HALF INCH (1-Y2")
0 CALIPER AND SIX (6) SHRUBS EIGHTEEN INCHES (18") IN HEIGHT AT
TIME OF PLANTING.
INTERIOR LANSCAPING SHALL BE PROVIDED EQUAL TO EIGHT
® PERCENT (8%) OF THE GROSS PAVED AREA TO BE USED FOR
PARKING, LOADING, OR VEHICULAR USE. LANDSCAPING SHALL BE IN
THE FORM OF GREEN SPACE ISLANDS, EITHER SEPARATE OR
PROTRUDING FROM THE PERIMETER LANDSCAPING.
WITHIN EVERY FIFTY FEET (50') OF LOT FRONTAGE ALONG ANY ROAD,
® A PLANTING AREA EIGHT FEET (8') IN DEPTH SHALL BE LOCATED
IMMEDIATELY ADJACENT TO THE PROPERTY LINE. THE PLANTING
AREA SHALL CONTAIN ONE (1) TREE EIGHT FEET (8') IN HEIGHT, OR
THREE (3) FLOWERING TREES FIVE FEET (6) IN HEIGHT AND SIX (6)
SHRUBS EIGHTEEN INCHES (18") IN HEIGHT. HEIGHT MEASUREMENTS
SHALL BE AT THE TIME OF PLANTING.
OFF STREET PARKING CONTAINING TEN OR MORE PARKING SPACES
® (INCLUDING LOADING SPACES) SHALL BE LANDSCAPED WITHIN A
PLANTING ISLAND OF AT LEAST ONE HUNDRED SQUARE FEET AND
Qh!E !BLAND OF SAME SIZE FOR EVERY TEN SPACES THEREAFTER.
WHERE A TRACT DIRECTLY ABUTS A RESIDENTIAL USE, THE AREA
® BETWEEN THE SIDE PROPERTY LINE(S) SHALL BE LABELED AS
"BUFFER AREA". THE BUFFER AREA MAY INCLUDE EXISTING NATURAL
VEGETATION, OR A STAGGERED ROW OF EVERGREEN TREES OR
SHRUBS WHICH GIVE, AT A MINIMUM, 75% OPACITY AND BE AT LEAST
6' TALL WITHIN 1 YEAR OF PLANTING. NO ACTIVITIES SHALL OCCUR IN
THE BUFFER AREA EXCEPT FOR THE MAINTENANCE OF THE BUFFER
AND THE INSTALLATION OF WATER, SEWER, ELECTRICAL, AND OTHER
;., 1S' I2j"F E�oesr uCTIO UTILITIES.
' LANDSCAPE AREA- 5.827 SF \OF Y,q�D 8622' ti5 \ NOTE: ALL LANDSCAPING SHALL BE BLOCKED OR CURBED FOR PROTECTION.
^• SEE LANDSCAPE TABLE NOTES S�C�
p r \ +0&Q oP qCK
TOP OF REINFORCING BAR
\ . - 42 LANDSCAPED AREA ALONG LOT FRONTAGE FLUSH WITH TOP OF CONCRETE.
SEE LANDSCAPE TABLE NOTE&
_ EXISTING \ (A 718-DIA. HOLES
\ STORAGE \ 0 7z,•
\ BLDG. \ > I f
a) w /
o \ \\ m N 83°29'02" E 114.62' / 3 4' REINFORCING BAR �� 5" MIN.
\ EXIST. IMBEDDED 18" INTO SUBGRADE. `
EXISTING DRIVEWAY TO REMAIN \\ 1^,� \\ GUARDRAIL 2 N4 BARS
Ew MA IC SYSTEM J (FOR RESIDENTIAL USE ONLY) \\ P� \ /� �s coNrlNuous
\ Z \ �� EXIST. II Gp4
PROPOSED 4" \\ a \\ FENCE �\
ADDITIONAL PROJECT NOTES
ALL LIGHTING IS TO BE INTERNALLY LOCATED, AND WILL NOT EXCEED 40' IN HEIGHT.
WATER WILL BE PROVIDED TO THE SUBJECT PROPERTY BY BRUNSWICK COUNTY.
COUNTY AND STATE STORMWATER PLAN APPROVAL AND STATE SEDIMENTATION AND
EROSION CONTROL PLAN APPROVAL WILL BE REOUIRED FOR THIS PROJECT PRIOR
TO ANY CONSTRUCTION.
BASE MAP INFORMATION PROVIDED BY TOMPKINS LAND SURVEYING. PLS. ASH. NC.
I �� GE RPZ BACKFLOW PREVENTER \ -P \
l��GPJE5DEN `\ INSTALLED IN HOT BOX \ \ / / CONCRETE WHEELSTOP DETAIL
P,N \ �z \ �/ /
EO,HPIOFFGC (BY OWNER) \\9< \ ENE / NOT TO SCALE
,;.• \\PPP Op02EXISTING 42 \ o \\\ EOO�C�// / 0.080
ASTD. ALUM,
�HANDICAPPE 0
I SIGN
, \\� .� \ WATER SERVICE METER \\\ m� \\ �Q Q�OQOS/ / / / / / TOREAD 'TESERVEDPARKING' V-6"
EXISTING WELL \ \ / + WITH IDENIIFK;ATION SYMBOL
ro BE USED FOR i \ / \ \\ CjO " RESERVED BOLT TO W). POST W/39' CANDIUM
\ \ \ — \\ / / / �71__
/ / PARKING 7x ,-0"PLATED NUFS, BOLTS AND 00B0 STD ALUM. SIGN WASHERS.
O
IRRIGATION) 9� \ G
/ C✓ TO READ9AN ACCESSIBLE'.NNEXISTING FIRE HYDRANT GSA 0// / ❑ BOLT TOW). POST WITH WCANDIUM
- / PLATED NLiS, BOLTS AND WASHERS.
0 ny4) \ (APPROX. LOCATION) �9\0 3 .
0 / / 9' x V0 x C080 STD ALUM. SIGN
/ 12" TO READ 'PAXW M PENALTY E100'.
1,. I PG 2� \ 126 PROPOSED COLORS BOLT TO W. POST WITH 3/8' CANDIUM 84"
/SE� Ik(j (kQ / / 70 LF 18" RCP / / LEGEND AND BORDER- GREEN PLATED NFTS, BOLTS AND WASHERS.
66o xIST. / / / / / WHITE
BACKSYMBOL
ROUND- WHREON UE BACKGROUND TREATED WOOD 4" X 4" POST FINISHED \EXIST /
TELE POWERPOLE / / / •� — GRADE
/ -� �N / 1-1/2"R (TYP.) 1-1/2"R (TYP.)
/NOwNO / MAXIMUM 318" 3/8"
4
LANDSCAPED AREA ALONG LOT FRONTAGE ��� / / 9" 5250 9 ACCESSIBLE UOD �O UoO
LANDSCAPE TABLE NOTE& / / / / / /
/ -I 113'-D"MIN.
LEGEND AND BOR'�P`�N� -III-III II -III -III_
�1 / / / BACKGROUND RDEE GREEN LEGEND AND BORER -GREEN
/ EXIST. III=III=1 III=III=
III -III _
FENCE //
`,
SIGN EXIST. / / / / / / / / / / -_ TYPICAL HANDICAP. SIGN DETAIL
/ TELEPHONE / /
PEDESTAL / ` ` S • / / / / /
BRUNSWICK ELECTRIC f
OEXIST / / / / / MEMBERSHIP CORPORATION
POWERPOLE / / / ZONING: CLD
SCALE: 1"=40'
0 20 40 80 120
NOT TO SCALE
NOTE: VAN ACCF.SSIBLF. SIGN REQUIRED ONLY FOR
SPACES INTENDED FOR VAN ACCESSIBILITY. (SEE SITE PLAN)
APPROVED
NORM CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OFWATER QUALITY
w oO0N
7w+
OON
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1
W� w)
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4
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Date: 10/30/03
Scale: 1 " = 40'
Draw By: CMR
Checked By: ACL/DBB
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
Sheet 1 of 2
e .produced in
nuen permission
Company, P.A.
ECEC PROJECT NO. 03-0571

LEGEND
99,50 PROPOSED GROUND SPOT ELEVATION
-93- EXISTING CONTOUR
1 _ TEMPORARY SILT \ \\
FENCE (SEE DETAIL) \ \ \ �-Q-- PROPOSED CONTOUR
ILIMITS OF _ "S `�''\•
DISTURBANCE = 4.8 ACC -x �1. 404 WETLAND LIMIT
-----�
ADVANCED DRAINAGE SYSTEMS N-12
CORRUGATED PLASTIC PIPE (CPP)
38 3e \ ? A \ \\
1 I \ \ \ \\ SCALE: 1" = 40'
0 20 40 80 120
�39\
\ I \ 36 �0 \ A�
\ I \ 36�
LF 18" CPp Ty
1.18%
\0 4o\ I I n' Ili OUUC'LEI'
STIRTURE
/ J I IISF.E DETAIL)
61 j
25 LF 24" CPP W/ F.E.S. @ 3 0%
SLOPE. USE RIP -RAP ENERGY INV - 100 I I I ICI
DISSIPATOR (SEE DETAIL)
\ YARD INLET 2
THROAT ELEV = 35.0 1
---- INV ELEV = 31.75�\
\ \ w I
I
YARD INLET 1 \\
\ I I THROAT ELEV = 34.5 \
INV ELEV=32.5 \
I \ \
\-_
\ INV =
\\
35.50)1('\-
INV = 29.0
_ RIP -RAP
ENERGY
DISSIPATOR
(SEE DETAIL)
404 WETLAND LIMIT
PRECAST
CONCRETE
4"CONCRETE
POSTS
MANHOLE FRAME
AND COVER
THROAT ELEVATION INLET)
SET AT FINISHED
GRADE ELEVATION
YARD INLET 1 = 34.5
YARD INLET 2 = 35.0 _ ..
INVERT ELEV
(SEE PLAN VI
PRECAST
CONCRETE
4'CONCRETE
POSTS
MANHOLEFRAME
AND COVER
THROAT ELEVATION = 32.17
TEMPORARY POOL ELEVATION
PERMANENT POOL ELEVATION = 31.0
SCH. 80 PVC 1-Yi ORIFICE -TEES WITH
SCREW -ON PLUG W/ GASKETS
4" SCH. 80 PVC SCREW -ON
PLUG W/ GASKET
FILL TO INVERT
NCDOT WITH CONCRETE
EROSION
SEE PLAN VIEW FOR /CONTROL STONE
DIAMETER OF PIPE (Do) D. = 7. De = 5"
X Do
G STONE SHALL NOT BLOCK
R IMPEDE PIPE FLOW
UNDERLAY WITI-
SECTION A A SWX FILTER FAI
APPROVEDEQU
ENERGY DISSIPATOR
NOT TO SCALE
SEAL WATER -TIGHT BETWEEN
PIPE AND CATCH BASIN
O CPP (HOPE)
A'
a
Imo. AS .._..1
1
REQUIRED I�
SEE PLAN VI
FOR LOCATION,
SIZE AND NUMBER
T8.
OF PIPES FOR
4'
w
EACH
CPP (_HOPE)
O
®
W
COMPACTED SUBGRADE COMPACTED SUBGRADE
SECTION A -A' SECTION B-B'
�\ YARD INLET
NOT TO SCALE
V( c I
\
TEIVII'URARY
CONSTRUCTION
ENTRANCE (SEE DETAIL)
/REMOVE EXISTING /
CULVERT AND DRIVE /
SITE NOTES:
404 WETLAND LIMIT FLAGGED BY LAND MANAGEMENT GROUP, INC.
OF WILMINGTON, NC. AND SURVEYED BY TOMPKINS LAND
SURVEYING, PLS.
TOPOGRAPHIC INFORMATION PROVIDED BY TOMPKINS LAND
SURVEYING, PLS.
4 i
/
INV=31.0
/
70 LF 18" RCP W/' /
/
F.E.S. @ 1.43%
/
B SEAL WATER -TIGHT BETWEEN
PIPE AND CATCH BASIN
18' CPP (HOPE
A ® A
PLAN VIEW
TRASH GUARD #4
REBAR 6" O/C CAST INTO
4" CONCRETE POSTSAS
TS�-
I I�
REQUIRED
m
wd
Cc
SEEDING SCHEDULE
ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER. THE CONTRACTOR
MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT THE
CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
KIND RATE PER ACRE
COMMON BERMUDA GRASS (UNHULLED) 20 LBS.
COMMON BERMUDA GRASS (HULLED) 12 LBS
PENSACOLA BAHIAGRASS 50 LBS.
KOREAN LESPEDEZA 25LBS
TALL FESCUE 30 LBS.
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER.
SECTION A -A' SECTION B-B'
THE BASIN MAY BE DRAINED BY REMOVAL OF THE 4" PVC PLUG IN THE OUTLET
STRUCTURE OR BY MEANS OF A GAS POWERED MUD HOG TYPE PUMP.
STORMWATER POND OUTLET 3' MIN
NOT TO SCALE I 11 PVC PLUG (2)
FREEBOARD
ELEV =33.0' 3' TP-3217
q+
CONTRACTOR TO PROVIDE PP = 31.0
BERMUDA SOD (TYP)
N+ ni 6�
ELEV=28.0 L V= .33
FOREBAY VOLUME 1 1/2" SC H 40 PVC W/
10' 1' CROSS 8 WIRE
MESH TRASH RACK
PLAN VIEW \
Revisions
04-29-04 Permanent Pool
Dimensions
Wetland Limit Delineation
ON �c
w 00 N
(J-a
OON
Z U Q4 00
d
kn
r^" t
ELEV = 29.33 O Q
ELEV = 26.0 POND BOTTOM \/ ELEV = 26.0 O Q
CONCRETE RISER
(SEE DETAIL)
/ 18" DISCHARGE PIPE
'
INV = 30.0
m
NOTE: 6:1 SHELF TO BE VEGETATED
WITH WETLAND SPECIES
TP = 32.17
Cd00
SECTION A -A' SECTION B-B' T�
PROPOSED STORMWATER POND CROSS -SECTIONS
NOT TO SCALE W
E NOTE NG)
IT STAY SPACMG
(TYP.)
MIN. 10 STEEL OR WOOD POST
TOP WIRE
WOVEN WIRE FENCING AS REQUIRED
MIN. 12-12 GA. SILT FILTER FABRIC
IMF I
''''l '`!1`�����C
.
`'
`lam
• • • pQ�
•
�I��,
,fir,.
\��0��`''`'','`l
�;•,
J�
oo,
•
TEMPORARY GRAVELED
CONSTRUCTION ENTRANCE
NOT TO SCALE
CURVE TABLE
CURVE
LENGTH
RADIUS
Cl
23.95
15.25
C2
23.95
15.25
C3
23.95
15.2S
C4
23.93
15.25
PERMANENT POOL
3
O
USE #57 WASHED STONE IN LIEU OF
COMPACTED FILL.
O
a/
FRONT VIEW SIDE VIEW
04Q,
U
NOTES:
Z
YU1.��4I
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
C)
Mid
F'!
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3" IN DIAMETER AND 6' IN LENGTH. POSTS SHALL BE CREOSOTE OR
PENTACHLOROPENOL TREATED SOUTHERN PINE.
3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
-
O
4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM Al16 FOR CLASS 3 GALVANIZING. FABRIC SHALL
BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE
I_4
rv)
0
C#4)
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS
THAN #9 STAPLES 1 1/2" LONG.
Q
O
5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB.A-IN. IN. AND
W
4-4A
MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS.
6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED
TEMPORARY SILT FENCE
d
O
NOT TO SCALE
W
WETLAND PLANTS
SCIENTIFIC NAME
SCIENTIFIC NAME
COMMON NAME
NOTES
COMMON NAME
NOTES
PELTANDRA VIRGINIA
FULL SUN TO PARTIAL
PONTEDERIA CORDATA
FULL SUN TO PARTIAL
ARROW ARUM
SHADE
PICKERELWEED
SHADE
SAGGITARIA LATIFOLIA
AGGRESSIVE COLONIZER
SCIRPUS VALIDUS
FULL SUN. AGGRESSIVE WEEDY
ARROWHEAWDUCK POTATO
SOFT -STEM BULRUSH
ALIENS SUCH AS P. PERFOLIATUM
ANDROPOGON GLOMERATUS
REQUIRES FULL SUN
POLYGONNUM SPP.
FAST COLONIZER. TOLERANT OF
BUSHY BEARDGRASS
SMARTWEED
FLUCTUATING WATER LEVELS.
TYPHA SPP.
AGGRESSIVE, MAY ELIMINATE
JANCUS EFFESUS
TOLERATES WET OR DRY
CATTAIL
IOTHER SPECIES.
SOFT RUSH
I CONDITIONS.
SAURURUS CERNUUS
RAPID GROWTH. SHADE
ZIZANIA AOUATICA
PREFERS FULL SUN.
LIZARD'S TAIL
TOLERANT.
WILD RICE
DIMENSIONS TO ENSURE SUCCESSFUL PROPAGATION AND SURVIVABILITY, CONTACT A LOCAL AGENCY SPECIALIZING IN WETLANDS, SUCH AS THE
NATURAL RESOURCE CONSERVATION SERVICE (NRCS), THE NC COOPERATIVE EXTENSION OFFICE, OR A LOCAL NURSERY.
NOT TO SCALE
WETLAND SPECIES TABLE
on
PROJECT DESCRIPTION:
PIKE ELECTRIC IS DEVELOPING PROPERTY ON US 17 (OCEAN HIGHWAY N. THE SITE IS LOCATED APPROXIMATELY 1.75 MILES SOUTH OF NC 211. THE SITE WILL INCLUDE AN EMPLOYEE GRAVEL
PARKING AREA, AND A GRAVELED AREA FOR EQUIPMENT. STORMWATER WILL BE DIRECTED INTO AN ON -SITE POND FOR TREATMENT.
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION. RE C�-y �T yg1
2. INSTALL SILT FENCE, CONSTRUCTION ENTRANCE AND STORMWATER POND. iiHHJJ''. V �1
3. CLEAR R GRADE SITE.
4. VEGETATE DISTURBED AREAS OR COVER WITH GRAVEL.
5. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. MAY 0 7 20011
6. REMOVE SEDIMENT FROM STORMWATER POND AND RETURN TO PROPOSED GRADES AS SHOWN ON PLANS.
EROSION CONTROL NOTES: PROJ # 2A y� C�1.3O
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER.
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE SEDIMENTATION, AND SHALL BE
SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
5. SEDIMENT AND EROSION / TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION.
SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS.
6. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. IF
EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY THE SITUATION,
7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO
DISTURBANCE.
Date: 01/14/04
Scale: 1" = 40'
Drawn By: EMN
Checked By: ACC/DBB
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL
AL
Sheet 2 of 2
of East
ECEC PROJECT NO. 03-0571