SW8980716_APPROVED PLANS_20220624 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 R 9 07 t b
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2o22 O6 24
YYYYMMDD

NORTH / GRID NORTH NAD83/86
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INGRESSE NTRANCE EGRESS/REGRESS EASEMENT
30, PER 95.29 PG.555
gF;
Tp NINE FOOT ROAD

34.77' INV•2"(WEIR) ORIFICE
AT END OF 4"CAP
2/1-1/,;1610

WALLACE
CONNER
OUTPARCELS

NORTH / GRID NORTH NAD83/86
/I
POND MAINTENANCE SCHEDULE FROM SW8-980710
VICINITY MAP N.T.S.
NEENAH FOUNDRY COMPANY
GRATE AND FRAME NCDOT APPROVED
N
W
R
Q
>Q
1- OL
a
-w
ww
x en
SEE PLAN FOR RCP
PIPE DIAMETERS
DROP INLET DETAIL
SCALE: NOT TO SCALE
LEGEND
AC -
ACRE
BLDG -
BUILDING
CF -
CUBIC FEET
CL -
CENTERLINE
DO -
DEED BOOK
DR -
DRIVE
EL -
ELEVATION
EIP -
EXISTING IRON PIPE
EIR -
EXISTING IRON ROO
EIS -
EXISTING IRON STAKE
EDP -
EDGE OF PAVEMENT
EX -
EXISTING
FE -
FINISHED ELEVATION
FF -
FINISHED FLOOR
FT -
FEET
HC -
HANDICAP
INV -
INVERT
LF -
LINEAR FEET
LP -
LIGHT POLE
MAX -
MAX IMIM
MIN -
MIN IMIM
N/F -
NOW OR FORMERLY
NTS -
NOT TO SCALE
O.C.E.W -
ON CENTER EACH WAY
OHP -
OVERHEAD POWER
PG -
PAGE
PIN -
PROPERTY IDENTIFICATION NUMBER
PP -
POWER POLE
R -
RADIUS
RCP -
REINFORCED CONCRETE PIPE
ROW -
RIGHT -OF -MAY
SF -
SQUARE FEET
TYP -
TYPICAL
- X -
SILT FENCE
--27.0--
EXISTING CONTOURS
PROPOSED CONTOURS
ROAD CENTERLINE
PROPOSED STRUCTURES
EXISTING STRUCTURES
SHEET #1 OF 1
PROJECT #:PM1050-4
DESIGN FILE #:PM1875.DGN
OUTPARCEL RS
1.15 ACRES
NEB OMAATRWASH Q
EXISTING OFFSITE
SW8-041044
DR. 1052 PG. 364
STORMWATER DATA: SW8-980716
DRAINAGE AREA = 242,630 SF(5.57 AC)
RECEIVING STREAM = NEWPORT RIVER
STREAM CLASS/INDEX = Ca WOK03 21-(-1)
PERMITTED IMPERVIOUS TOTAL= 218,206 SF
%IMPERVIOUS = 89.93%
PERMITED STORAGE VOLUME = 38,413 CF
PERMITED STORAGE AREA = 10,135 SF @ PERM. POOL
DRAWDOWN DEVICE = 2"
.`ff-2t
- - -24.
LOT DATA
LOT #
TRACT
AREA
BUA
IMP
%
1
48.196
SF
43,399
SF
90.0
%
55,271
SF
49.757
SF
90.0
%
2B
5.056
SF
3.965 SF
3
23.823
SF
22,000
SF
92.3
%
4
26,691
SF
26.000
SF
97.4
%
4B
30.224
SF
28,000
SF
92.6
<
50.156
SF
45.085
SF
89.9
%
WETPOND
24,598
SF
0 SF
0 %
TOTALS
264.015
SF
218,206
SF
82.7
%
US t Wy 70 EAST BOIJWD LANE
PUBLIC
GRATE 27.00
a 0.3Z INV 21.50 _
GRATE 25.65
INV 21.10
24•
3%
EX. 30"
RCP BYPASS
LINE
120.5t E
St2.55
I
Brf.BZD W' <� g•� _. M \I
Ho
_--e'zr = '_s► s. F-"��-a•sr---_;__IA-
• \ / _ l R6'E54' STORMWATER �/ c i I
/ -.--c _/ J �' •r,TVJ�st92• \ Y<� �`�� 5'6t--EASEMENT ---___
_�•1�, b, '� \ 1 I �� �y,b- W 'b. CARTEdET COjINTY BURD I
TPA L 14- a N pO�FIALCOHOL, COUN7ROL
DDDRR' 6. PG 327 � � � m � e � .024646ACRES
G6.399
q (� UTPARCEL a4Ex. 0
.69 ACRES 1 P \ 1 1 a 220�FEHOUSE
DR. 986. PG. 27 \ m 1 l
W
4 �•' 10 N zb� I N II rob I I E9�ODSF VE
1
I 1'0 s• / r I I � I / / � /
1 Z / DIa12
I II , < GRATE 24.00
I INv 21.92
,z5
f �25.t`� •0r- N
\
�\ DIa14
/ \ GRATE 24.T5
\ INV 22.68
\
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1
1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY:
A. INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION,
EROSION, TRASH ACCUMULATION. VEGETATED COVER. AND GENERAL CONDITION.
B. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT DRAW DOWN
OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED.
2. REPAIR ERODED AREAS IMMEDIATELY. RE -SEED AS NECESSARY TO MAINTAIN GOOD
VEGETATIVE COVER. MOW VEGETATIVE COVER TO MAINTAIN A MAXIMUM HEIGHT OF
SIX INCHES. AND REMOVE TRASH AS NEEDED.
3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. DROP INLETS. PIPING. SWALES.
RIPRAP. ETC.) QUARTERLY TO MAINTAIN PROPER FUNCTIONING.
4. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMI-ANNUALLY
OR WHEN DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT
SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT
WILL NOT ADVERSELY IMPACT WATER DUALITY.
THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BE SUCH THAT
IT WILL GIVE AN ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED
SEDIMENTS.
WHEN THE PERMANENT POOL DEPTH READS 5.63 FT IN THE MAIN POND. THE SEDIMENT SHALL
BE REMOVED.
WHEN THE PERMANENT POOL DEPTH READS 3.00 FT IN THE FOREBAY. THE SEDIMENT SHALL
BE REMOVED.
5. REMOVE CATTAILS AND OTHER INDIGENOUS WETLAND PLANTS WHEN THEY COVER 50% OF THE
BASIN SURFACE. THESE PLANTS SHALL BE ENCOURAGED TO GROW ALONG THE VEGETATED
SHELF AND FOREBAY BERM.
6. IF THE BASIN MUST BE DRAINED FOR EMERGENCY OR TO PERFORM MAINTENANCE. THE FLUSHING
OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHALL BE MINIMIZED TO THE MAXIMUM EXTENT
PRACTICAL.
7. ALL COMPONENTS OF THE WET DETENTION BASIN SYSTEM SHALL BE MAINTAINED IN GOOD WORKING
ORDER.
EXISTING WETPOND
SW8-980716
REDCO PROPERTIES
OUTPARCEL at
ACRES 1.1
08. 861 PG. 41
REDCO PROPERTIESOUTP
1.27AACRES
OB. 861 PG. 41
/
132.28
Nlr UTFA➢D N / / .13
\\\ LINE ,
RETENTION / i / 1W /•/•
POND AREA
j SWO-980716:.mwoo
\DR. 867 PG. 564LINEBYPA55�\
\\\\\1 PIPE 10 \ ��� / % /
182 LF 2/ j/ /�•
\\ \ RCP 00.25Z / / •
---54.020 W tT.,3 // n
OUTPARCEL #2B\9
D0.12 O. ACRE•
-• ;
GRATEI?3.75
INVN PIPE 11 / / PIQ� cav\
iIPE 13-___-__`\ RCPL00.25% /
/ 232 LF 18•
-�
81 RCP • 0.25%
2611 DIa13
I GRATE 24.75
INV 22.50
cw....non ` . - _
OLD F ASH IONEOE'SEMENT •Dian
30 FT ACCESS _ - �.�•-1- INV 21.41
cow n.non
�•��,_•- PIPE 12
116 LF 24•
RCP 00 25%
20.47
I
I /
I , /
i J APPROVED C/
NORTH CAROLINA ENVIRONMENTAL
o /
N /
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
mINc_t^ 1102 aOlo
CAROC/ &
ESS►p� I
RECEIVED
MAR 10 2010
REVISIONS:

VICINITY MAP N.T.S.
LA
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-10
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CD
CD
VERTICAL DATUM USED PER SITE PLAN FOR
COURTESY TOWN SQUARE WATER AND SEWER EXTENSION
SHEETS 1-3. DESIGNING ENGINEER JORDAN-TEW & ASSOCIATES
ENGINEERING. SURVEYING, PLANNING.& MATERIAL TESTING
DUNN, N.C.
CERTIFICATE OF PURPOSE OF PLAT
\
------33.0-, i 1 PHILIP A. COLLIER.PLS (L-4396 )CERTIFY THAT THE SURVEY IS
OF AN EXISTING BUILDING OR OTHER STRUCTURE, OR NATURAL
FEATURE. SUCH AS A WATERCOURSE
---------
O _ v O
Q. ,31 . Q- O
\
'` ' Q' ` I \ PROFESSIONAL
?� O
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O
\� I O
i .2J
uo
.(40
\ \ \ I I I , I I ,� I i ,• \\ 1 `� ' r , C'j \ I I I
\ V A 1 I I I (,'V• , A A ,' • �� / I I I I
Cv
10' 5' 0' 10' 20'
SCALE:1 "= 10'
SURVEYOR(L-4396)
EXISTING IRON ROD
EXISTING IRON PIPE
SET IRON ROD
POWER POLE
LIGHT POLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEAN
EXISTING
EXISTING WATER METER
EXISTING WATER VALVE
TELEPHONE PEDESTAL
DEED BOOK
MAP BOOK
PAGE
0
0
00
LA
00
m
OUT
HEATING AND AIR CONDITIONING UNIT
CONCRETE
EXISTING CONCRETE MONUMENT
OVERHEAD ELECTRIC
ELECTRIC OUTLET
NOW OR FORMERLY
MEASURED
RECORDED
FIBER OPTIC WARNING POST
REINFORCED CONCRETE POST
ASPHALT
LIQUID PROPANE TANK
UNDERGROUND WATERLINE
UNDERGROUND GAS LINE
EDGE OF PAVEMENT
BACK OF CURB
CABLE TELEVISION PEDESTAL
SPOT ELEVATION
CENTERLINE DROP INLET gI.
EXISTING FIRE HYDRANT
REFERENCE:
DB.867 PG.
N.C.PIN# E
MAR 10 2010
N/F
CON INVESTMENTS II CORPORATION
PROJECT No.PM1050-4'--001
DESIGN FILE:PM1050-4 EXISTSTORMPOND 30.DGN

®'
VICINITY MAP
WTmSME
APPROI'­-
NORTH CAROLINA Eh" 'AL
MANAGEMENT CC
GIVIZ,iON OF WATC
Date v:5 14 3
Stormwater Pert IM :�lw
SITE PLAN & DEMOLITION PLAN
REGEIV16L
FEB 18 70 GRAPHIC SCALE
DWQ
�
raw r LN fC �rli � o ,xo o �o e
(1RM?)
1 inch s 60 tL
543r0
a
w
fy3 pr, R��
•�N! d i S
DRAWh JY
F. TEMPLE
CHECKED BY
J.G. TEW r.
DATE
02-14-03
REVISIONS
C7
00
M Qti
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N
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<C
U�
W�
A c7
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Sheet

RInl7.l 61111W I:. 1:
_. �.
.. .
77
_ �%l' o'
5[[n y
S
S
14580
GRASS AREAS THAT WILL NOT BE REDISIURBED.
DISTALL UTILRES.
PLACE BASE -COURSE IN DRIVES.
SEED AND MEN 41 AREAS A MAXILIM OF 30 DAYS
ER CO►151R ACTION . R46 ENDED (SEE SEEDING SPECIFICATIONS).
ouONLY 0VTOMAME LAWN AREAS BY DISCMG TO A DEPTH OF 8'
AND RAKING THE SURFACE SMOOTH TO REQUIRE GRADES. APPLY
4.000 LOS. OF AGRICULTURE LIE PER ACRE AND 1,ODO LBS. OF
10-10-10 OR EQUIVALENT FERTILIZER PER ACRE.
WHEN TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING OF PERM-
ANENT LAWNS OR FILL SLOPES PROCEED AS FOLLOWS:
OCT. iSTH-MAR. 1ST SOW RYE GRAIN AT THE RATE OF 120 LBS.
PER ACRE.
MAR. 1ST-AUG. 15TH SOW GRAM MILLET AT THE RATE OF 40 LBS.
PER ACRE.
SHEED PE1iAWY EW (AWN AREAS BETWEEN MARCH 1ST TO AUGUST 15TH WITH
HULLED COMMON SOW" 3 LOS. PER ISOO SQUARE FEET OR RANT WITH ONE
OF THE 900 GRASSES SUCH AS 328 HYBRID BON" OR ZOYSIA GRASS.
SEED PERMANENT FILL SLOPE AREAS BETWEEN MARCH 1ST TO AUGUST
15M WRH 40 LBS. SERICEA LESPE M AND 10 LBS. HULLED COMMON
BERMlDr4 PER ACRE.
vLaw
IMMEDIATELY AFTER SEED AREA SDWN. MULCH THE ENTIRE AREA EVENLY WITH
A LAYER OF WHEAT STRAY TO PROTECT NO FROM EROSION. MULCH TO BE
APPLIED AT A RATE OF 75-10D LBS. PER 1000 SQUARE FEET.
SECURING MU04 - THE MACH SHNL BE HELD IN RACE BY ASPHALT BINDER
ON SU)M 2 TO 1 OR SIEEPER. OR AS REQUIRED.
TEMPORARY CHANNEL LININGS E REQUIRED SHALL BE W94M IN AREAS AS
SHOWN ON PLANS. OR AS REQUIRED TO PREVENT EROSION. LININGS AREA TO BE
LEFT IN PLACE THROUGHOUT PERMANENT SEEDING PROCEDURE.
0
TOP BANG( OR ROAD
j� /57 GRADED STONE FILTER SHOULDER
LEAVE 5' WEIR OPENING—% / ON UPSTREAM END
— FLOW
-SURGE PILE STONE OR NCSA
NO. R-2 OR R-3 STONE.
(AVG. SIZE 31
SECTION OF HORSESHOE RIP RAP / GRAVEL SILT CHECK DAM
PUCE STONE BY —
NWNO. DO NOT DUMP
R LEAVE UNSHAPED
6`i�ifMi
TOP BANK/ROW SHOULDER
GRADED STONE FILTER
NCSA NO. R-2 OR
RIP -RAP.
HORSESHOE RIP RAP / GRAVEL SILT CHECK DAM
12 GALa 4' X 4' OR 2' X 4' WELDED WIRE HOOKED
ONTO PREFORMED CHANNELS ON METAL POSTS.
///''''''''' LILTRAVMU RESISTANT (BLACK) MIRRI FABRIC
/ OR EQUILAVENT SECURED TO WIRE W/ METAL
/ CUPS OR WILE AT 8' OFF CENTER.
MAX. SEGMENT STORAGE LEVEL REM M
. OR AS DI WHEN THIS LEVEL V REACHED
OR AS DIRECTED BY CONSERVATION 14SPEC70R
SHEET DRAINAGE(ONLY)
• SHEET DRAINAGE(ONLY)
NATURAL (TRADE
RY APPROX. 12' OF FABRIC INTO TRENCH, COVER
SOIL a TAMP BAGNFILL.
7Y 8' OF WIRE INTO TRENCH.
ML POSTS AT 8' O.C. MAX
zz
/
\ 1 /
ol
xz
BORROW
AREA I I X
t w
r FENCE <�
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4b
TEMPORARY - ,SIR
- \NEW bUTPARCEL #5 \ \\\ t pole
'56,143.5 sq.ff.
1.15 acres
70
PI
++p�
Ex 30' MV-39.0
ASPKALT TO
EXISTING
REMAIN
i TOTAL DRAINAGE AREA ROWING TO SILT FENCE
MAY NOT EXCEED 1 ACRE. Ri..
2) SILT FENCES SHOULD NOT BE USED AT PIPE' OUTLETS
OR IN AREAS OF CONCENTRATED ROW (CREEKS. \
DITCHUNES. SWALES. ETC.) r
S1T ENCE
— -�-
\ L \ \ dots PR \FLOW OF M20
SEDWME
ROW /
TO INCREASE STORId;E CAPACITY AND
PROLONG THE UFE OF THE SILT FENCE.
rr IS GENERALLY AD&IB E TO DIG A
SEDIMENT PIT IN FRUIT OF SILT FENCE
WHENEVER POSSIBLE.
EXISTING
ASPHALT TO
REMAIN
�4
TEMPORARY SILT
_- \,
'
\ `
V
r_
1
93
FINISH GRADE CONTOUR
- - - - - -43- - - - - -
EXISTMC GRADE CONTOUR
X F42-731
FINS4 GRADE SPOT ELEVATION
X 4Z T3
EXISW GRADE SPOT ELEVATION
MM LIMITS OF DMSTRUSED AREA DELINEATED BY THE FOLLOWING SYMBOL
— D D D
TOTAL DISRlRBED AREk 0.90 AC.
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
GRAPHIC SCALE
30 00
( IN FEET )
i inch - 30 ft.
120
GLEN%.,.""°
DRAWN BY
F. TEMPLE
CHECKED BY
J.G. TEW
DATE
02-14-03
REVISIONS
V
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M Ob
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N
a V3j u 00
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Cn ^�
Omw
4
U
TOT�
CIO
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1
CT
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00.0 N 00
'—
O
W
SILT FENCE DETAIL
-NO S'CALE-
Sheet X of d J

'�+•.t:`�.r F ,...
i
w f .
i ..: (.. x �L .. 'fie
rp e
�� •;� ✓ �'W .>; a � ie a '.Y6` �•.3't`, f%'�:'. ^�`�'�i . �L i-.',.M., 'T' �:€�*(.,�^: �Y:.
N. Sl vT
BY 3 GALVANIZED ANGLE S. USE ONE
' BY 3' EXPANSION BLOTS. USE ORE STIFFENER EIEY.=39.00 ELEV.=34.00 EIEV.=34.00 ELEV.=39.00 A A PIPE OUTLET TO
-DEFINED ,
r ON EACH SIDE OF RACK R SE 0 -- _ mm
ELEV.=3J DO _ - _ DESIGN POOL ELEV =35 50 - ELEV.=33.00 _ FpEO - IJK © L a the length of the rprop on
4" GALVANIZED ANTI 24"XZ4'X12' GALVANIZED TRASH TOP OF TRASH - - - - - - - pERM. POOL ELEV =33.50 - - - - - - - 3'1 (See GRADE plans for dimenson�
RACK ELEV=37.00 3 6�1 FJ• MASON TOWN ROAD 2.5 MILES TO.
49 VORTEX PLATE RACK (6 LARGEST OPENING) f 1 SLOPE ® do-1.5 times the maximum stone diometer S TO
12"X12° PVC TEE(USE VERTICAL PIPE AS NEEDED TO TOP OF TEE VESHELF� COPE 1 SEEDED VEGETATIVE PLAN T S11 but not less than 6°(See GRADE plan) 3 MILE S10 S N.C.S.R: 112T IaEWPORT �� ,, �D
-REACH STORAGE ELEVATIONS SEE NOTE THIS DETAIL) t2' TEE ELEV=35.50 PERM POND FLOOR=26.00 ® o� ym
3. SHELF M a well-defined channel extend the on µALLY
up the channel tanks to an elevation of 6'
x 12' PVC PIPE IN.-33.5012'X2' PVC REDUCER AT RETENTION BASIN
oT BASIN tabove r nK m n ei qt t fan) DRAWN 8i ,
imp 2' SCH. 40 SOLID PVC & 45' ELBOWS AT BASIN PERMANENT POOL ELEV-33.50 L S F. TEMPLE
PERMANENT RETENTION POND SECTION A - A G5rprap ono Sol foundation.
Flller fabric should be installed between the
N . D o CHECKED BY
.... NO SCALE 0
I' 1910E GALVANIZED STRAPS -SECURED 2' INVERT-32.50 AT BASIN PRINCIPAL SPILLWAY
BY 3/8- EXPANSION BOLTS IN CONCRETE 3' TY OUTLET STRUCTURE J.G. TEW a
FILTER FABRIC RIP -RAP APRON S DATE
.. '
12' SCREENED ANKLET WITH HAREWARE ELEV.=34.00 (SEE DETAIL) ELEV.=34.00 06-15- 98
F { RE8AR5 12" O.C. EACH WAY / / CLOTH COVERING OUTLET AT BASIN ELEV.=39.00 / S ELLy=3300 FORBAY WEIR ELEV.=39.00
(TYPICAL ALL SIDES) L3000 m - - - - - --ELEV.-33.50 - - - DESIGN POOL ELEV -35.50 - - -- - - - - _ 1
ZA
+1 • CONC. PIER �£ : I -- - - - - - - - -' -- PERM. Tr00L ffEV =-33.50 -- - - - - - 6:1 - - --. - - 15.6 MILES TO +E F00T µ m0to v
'1 . ,•:. 7 BASIN 3 FORBAY` 3,f 3:1 _ CAPE CARTER REVISIONS ROAD
PERMANENT FLOOR ELEV=26.00 VEGETATIVE E FLOOR VEGETATIVE SCO 40'e PVC i- r 1' MILES
24' UARE SHELF -30.00 PERM. FUND BOOR=26.00 ELEV.=33.00 SHELF SCD 40 0 OR / ` N•C.S.R. 1124 O f�9 Ot) =17 9$ }
07-03-98k;,
T n PERMANENT RETENTION POND SECTION B- B / g09-30-98
NO SCALE i ,_ v I I �= �,,/ ��� VICINITY MAP 10.05-98 gyp,
NOT TO SALE 10-07-98'
PRINCIPAL, SPILLWAY OUTLET DETAIL RETENTION BASINS (CROSS SECTION)
/ /i / � \\\\ ArPR©VED
• NOTE: HORIZONTAL LOCATION OF OUTLET PIPE IS TO BE / // / OUTPAR6EL #5 \�\
AS SHOWN ON GRADING SHEET S-2 / = �s NG9TH r"' ^Llt T �EtO-wISSIONTAL .
_ 2°X2° GALVANIZED ANGLE IRON SUPPORTS RIP -RAP ON SLOPE 41,96�1 Sq.ft. I 1 \\ EXi"jljl" u ER &AL1TY '.
4. BOLTED TO CONCRETE SUPPORTS / �O / \ \ C�.1..•"i7Kl
24'X24"X12° GALVANIZED USE RIP -RAP d50=6' I j� $5 // 0.9633 acres I �� - \\�\\ �/ p
/ \ \�
_ 'TRASH RACK MIN. DEPTH=18' �, m
12" OUTLET ORIFICE �� +6� U I �t
' 12'X(2' REDUCER AT BASIN 1 FUTURE 640� / �O� 3 l($,Q/ , ...-
41
2' OUTLET ORIFICE AT BASIN0/� jj� ����� ��•. /� 7 "
SHOPPINGon APPROVED� it
° 12" PVC OUTLET PIPE 2'X12' LONG GALVANIZED STRAINER WITH / �/ ///� „ k4 EX.�iO°tlVM.'=�-2� /�� i P
HAREWARE CLOTH COVER AT BASIN.
CENTER / / ! i 1 1PA1 L, / NORTH CAROLINA ENVIRONMENTAL
}� /- / \ 0/�// , / DIVISIONAOP WATER
t' WIDE GALVANIZED STRAPS -SECURED 3000 PSI REINFORCED CONCRETE BASE % / 6Q�
BY 3/8- EXPANSION BOLTS IN CONCRETE RiP-RAP SLOPE DETAIL PHASE ll / OUTPARCEL 4,�1' �,`/
g Dec Ij9
/ / / \ �7,6$5.56 sq.ft. / �ii Dog s' . • 'V
Ogg
i . 47 acres Stormwatar ParmH No O 1r1 Qf!
OC 1
TT
NEWPORT FOOD LION �-;
OUTPARCELS jt, 2, 3, 4, do 5 � N
N i T 13'00" W RETENTION POND DATA M
r. _.. PRINCIPAL SPILLWAY /% / / _A_ ! /
OUTLET DETAIL PLAN VIEW 34s5 �' / (�
STRUCTURE (SEE DETAIL)
s`W/ OUTPARCEL 1 TOTAL AREA = 1.11 AC.
SCD 40 "# PVC0 OE �'0 // NEW JB#3 / �- / �" - _��\ / i�r l / `�: i / //// OUTPARCEL #2 TOTAL AREA = 1.27 AC. l<
INV=33.50 / \ �o� / TOP-39.00 / OUTPARCEL #3 / 9� j / / �� // '�...\v/ /�/'' #
INV N=34.03 / / OUTPARCEL N3 TOTAL AREA = 0.95 AC.
N tit 3'00" w B \ QN
�, INV Our=34 3 41 t 1 �4.69 sq. / �. / / / 1� ` /. �� // /// /� j i
EXISTING NEWPORT FOOD 31.82 / / \ 3EMEMo�O. 450 acres) k J / OUTPARCEL #4 TOTAL AREA = i.96 AC. t ) 9504 v
/ / � / ptP�� - -�\\ � � / f � J � �- OUTPARCEL #5 TOTAL AREA = 0.96 AC. /�✓�
/ / 61 / -� TOTAL AREA OUTPARCELS #1 thru #5 = 5.38 AC. ( �
PERMANENT RIP RAP APRON _/ / r" \\ .� /i 6' 15' 6' 'V /j
LION SHOPPING CENTER USE RIP RAP d50 MIN DEPTH=18" PERMANENT RETEMION / - a,
SPE:NT
BY-PASS WEIR ELEVATION=b.00 / , i / ^\ / ! / SURFACE AREA REQUIRED 7736 S.F.
W1=7.5'. W2=23.5, L=16' J i . n
OL EIEVAT d 35.50 (PRIN�pN SPILLWM OUTLET / / i //� ELEY.=39.00 EMERGENCY S%LLWA' 0.EV.=39.00
INSTALL FILTER FABRIC BENEATH RIP RAP iIpV� T E ` ASSUME 90: TSS REMOVAL WITHOUT VEGETATIVE FILTER
PHASE I POOL ELj4ATI0N=33.50 / 1 1 ` {' / v ' 1 ( ) Va
` FLOOR ADATIDN=26.00 // (E�.:37.OD) 1 ?7' MIN.'
}
`3 �, SEf\DEUA FOR ENSIONS 01
.
C SURFACE AREA PROVIDED Lt4
= ' = x I -
EMERGENCY SPILLWAY CdOSS EC ION
(n Ex. 30' wv.=3l.ea \ o o. l - / j/ NO SCALE AT PERMANENT POOL ELEV. (33.50} 10,135 S.F.
DED
NEW 30" IP/=33.50 _ / USEE1 USE RP RAP ENEATH 1 R lEF'TH•27° -. w
NEW 18" =3=y.3p� Tp� / USE FILTER CLOTH BENEATH RIP RA SURFACE
0) = 13,529 S.F.,,�jL_
I N 3i.93 �- ✓ \ ( r EEDDNG SPECIFtCAT10NS
INV=33.06 "� _,.Y �M/ =34.9 1 ✓ �� 1 J / / '�
F
UPON DEVELOPMENT OF OUTPARCELS jt & /2, EXISTING �.- .i ii -� ✓/ / /; -
I THOROUGHLY
LY CULTIVATE
DETENTION VOLUME REQUIRED = 18,748 FT3
DRAWACE SHALE WILL fE PIPED TO CONVEY WATER FROM �- --� i i � �� / / � - i / THOROUGHLY CULTNATE LAWN AREAS 61' DISCNG TO A DEPTH '0 6' FOR 1 � VOLUME �
�.i k i i / /
AND RAKING THE SURFACE SMOOTH TO REQUIRE (TRADES. APPLY ( )
140
RETENTION POND AND BYPASS 30"RCP AS SHOWN. ✓// !.�8i \ 0 / i i �� /
�� i ✓ ✓ 4000 LDS, R EQUIVALENT
LIME PER ACRE AND 1,000 LDS. 0' a
✓y yS P NEW /31 0 -3J1 RCP % , , / INSTALL MANHOLE RING &COVER 10 10 10 OR EQUNALENT FERTILIZER PER ACRE
.p. , TEMPORARY HORSESHOE -s^' F$YI }8" "IYLy, 1 / d60.56z / / ,,- � � j R-1594 MODEL NEEwN OR EQUAL DETENTION VOLUME PROVIDED 23.664 F13 ( �
�� I CHECK DNA -SEE DETAIL MN=34.00 /jot- / j - � � TEMPORARY�� (BETWEEN ELEV. 33.50 & 35.50) � {,►
100 \ oD� / / WHERE TEMPORARr SEEDING IS REQUIRED PRIOR i0 SEEDING Di PERM- r{ 2
` / //; EMERGENCY SPILLwnY - j 5. / / ' ANENT uwNs OR FILL SLOPES PROCEED is FouowS: N_l2L PORTABLE PUMP WILL BE USED FOR EMERGENCY
q�
.+= 00 y OCT. 15TH-MAR. 1ST SOW RYE GRAIN AT THE RATE OF 120 LBS.
SEE DETAIL OP /'' 1 • PER ACRE. DRAIN PURPOSES.
•� �� / S�// �'; A 66 E /•'
WIE, WETLANDS ARE NOT TO BE \ . MAR. 1ST MUG. 45TN SOW DRAW MILLET AT THE RATE of V IDS.
` // DISTURBED 1N THIS AREA (SEE LIMITS _ / r ✓� J /� / I PER ACRE. DISTURBED WETLANDS AREAS pp
t /1 // //// OUTPARCEL #2 OF DISTURBED AREA) 5`� f r- / / i i
I` /////// r 55,286.03 s 1t. �� / 37 / T N�_N` y PFauwrur crI LYldr r• '
1 / / q• 2 DEEP TEMPORARY SEDIMENT ZONES. S r .1 \v- i• SEED PERMANENT LAWN AREAS BETWEEN MARCH AST TO AUGUST15TH WITH PREVIOUSLY DISTURBED WETLANDS=0.6848 AC.
// \• 1.2692 acres CLEW SEDIMENT WHEN ZONES ARE SO6 g / / /,' j \\\ / ( HULLED COMMON BERMUDA 3 LBS. PER 1.000 SQUARE FEET QRPLANT WITH ONE w�4 '
O ,� // / / / (EXISTING FOOD LION PHASE ONE) „
� FULL DURING MIN T BACSNST CONSTRUCTION.
s �\ //+', / / /, 1 OF THE SOD GRASSES SUCH AS 328 HYBRID BERMUDA OR ZOY% GRASS.-
/ / , O STEPS SET IN
PRIOR TO COMPLETION OF POND RETENTION POND / / •� i LANE 12' O.C. PRECAST MANHOLE SEED PERMANENT FILL SLOPE AREAS BETWEEN MARCH 1ST TO NGUST PROPOSED DISTURBED WETLANDS=0.1628 AC.
\ \ CONSTRUCTION. ' FORBAY AREA / /j O y i ( gERMUDA PER �E SERK EA LESPEi)EZA NA t0 LDS HULLED DAIMON (OUTPARCEL
1 y M+4
t PROPOSED DISTURBED WETLANDS=0.1315 AC
ti/ C3
O , ) // / A6• 9 RETENTION PONE. / // `�\` ' I• IMMEDIATELY AFTER SEED AREA S(WAI, MULCH THE ENTIRE AREAIENLV WITH (RETENTION POND EASEMENT)
'o, ,A \bc
do �o EASEMENT iLR�ik/ V` PwE ANT WASH %
/ //// / Q F 6' y` 1 / r SECURING Ml4CH WHEATA LAYER OF THE MNNCH STRAW TO PROTECT
SHALL BE HELD IN PLACE BYbPhfALT0BE
61NDER TOTAL' DISTURBED WETLAND AREA=0.9791 I� �'
v y / //// / sa 24 97 / % / APPLIED AT A RATE of 75-100 LDS. PER 1HEL SQUARE FEET.
%///////� r> �` yo A d • ON SLOPES 2 TO 1 OR STEEPER, OR As REQUIiEo.
TEMPORARY CHANNEL LININGS It REQUIRED STALL BE INSTALLEDN AREAS AS E C E I V a
SHOWN ON PLANS. OR AS REQUIRED TO PREVENT EROSION. LNICS AREA TO BE CONSTRUCTION SEQUENCE°
moo° //,r./.- LEFT IN PLACE THROUGHOUT PERMANENT SEEDING PROCEDURE.
//// _ % �/�` °s. oo ; ✓/ / 1) INSTALL EROSION CONTROL MEk%WS AT ExisTUNc OCT 1 9199 ,.
ui
/AYS
9 0� _ / % ^ % / JUNCTION BOX DETAIL TO' BANK OR ROAD 2) COMPLETEDRAINAGE INSTALLATION OF SITE DRAINAGE NETWORKS
N 83'13'40" W /%!� ^ EX. 30" 1NV.=32:39 Fy 1 /57 GRADED STONE FILTER aPROJ Nt
r,< < v , _ i i SHOULDER AND SITE SHALES WITH ASSOCIATED EROSION CONTR (� 1
"o- 22.19• / '- / ` LEAVE 5' WEIR OPENING ON UPSTREAM END
PROTECTION BEFORE BEGINNING SITE GRADING.
OUTPARCEL1 - = J / / 3 GRADE SITE.
a \ 48,220.66 Sq.ft. \06',
/ // / /� 4 GRASS AREAS THAT WILL NOT BE REDLSTURBED. A.s
c° Z 1.1070 aG es "P�1 / // / / 6 PPLACElBUASE COURSE N DRIVES. {;
s
d _--�,-- - - - - �L �� / /, N 7 SEED AND MULCH ALL AREAS A ML4MN OF 30 DAYS
A� / / 12 GAUGE 4' X 4' OR 2" X 4° WELDED WIRE HOOKED 1 TOTAL DRAINAGE AREA FLOWING 70 SILT FENCE -------� -
,y c > 1 0`L�/ ONTO PREFORMED CHANNELS ON METAL POSTS. MAY NOT EXCEED 1 ACRE.
AFTER CONSTRUCTION HAS ENDED (SEE SEEDING SPECIFICATIONS) -
ONTO
,.., m 2) SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS
OR IN AREAS OF CONCENTRATED FLOW (CREEKS.
00 ✓ / ULTRAVIOLET RESISTANT (BUCK) MIRE FABRIC DITCHUNES, SWALES. ETC.) -TTI I t SURGE PILE STONE OR NCSA i°e
OR EOUILAVENT SECURED TO WIRE W/ METAL NO. R-2 OR R-3 STONE. - e
CUPS OR WIRE AT 8° OFF CENTER. (AVG. SIZE 3� bQm.LINTS OF DISTURBED AREA AS DELINEATED BY iIIE FOLLOWING SYMBOL: M
MAX. SEDIMENT STORAGE LEVEL REMOVE SECTION OF HORSESHOE RIP RAP j GRAVEL SILT CHECK DAM DISTURBED AREA = 0.90 ACRES
SEDIMENT WHEN THIS LEVEL IS REACHED SLLT FENCE 1 `,
OR AS DIRECTED BY CONSERVATION INSPECTOR �' W1L OUTPARCEL OWNERS WILL SHARE ON A PRO RATA BASIS IN ANY MAINTENANCE ?r
SHEET DRAINAGE(ONLY) COST RELATING TO THE RETENTION POND.
PLACE STONE BY BDEVELOPED SO AWIPARCELS S NOT TO EXCEED 909 WPEREQLNRED BY DEED RMUS SURFACE ON EACH
TO {
FLOW OF H2O HAND. DO NOT DUMP OUTPARCEL
SCWET STORAGE & LEAVE UNSHAPED TOP BANK/ROAD SHOULDER y "
a5 S -SHEET DRAINAGE(ONLY) FLOW/ NM- OUTPARCELS #1, 2, 3, 4, & 5 SHALL BE REQUIRED BY DEED RESTRICTION TO 'A*
TO INCREASE PROLONGTHETHESILTTHENCE. SEE SE157 CTION OVERKSA DNO. STONE
OR
STORWWTER ISBE DESIGNED OCNAMIELED TODRAIN BY THEPROPOSED BY SHEET �REIEN110N POND FORAY AREA ASOW METHOD SO THAT ALL E
a SHOW ON THIS PLAN.
IT IS GENERALLY ADVISABLE TO DIG A R-3 RIP -RAP. n .
NATURAL GRADE SEDIMENT PIT IN FRONT OF SILT FENCE - - - - KM BOUNDARY BY OTHERS, NOT TO BE USED FOR CONVEYANCES OR RECORDATION.
/ WHENEVER POSSIBLE.
CARRY APPROX. 12' OF FABRIC INTO TRENCH, COVER Ji Y � �et� m
AI
/ 1 ' -, ->T� W/ SOIL & TAMP BACKFILL. GRAPHIC SCALE'
"0.1 \` / I I� CARRY 6. OF WIRE INTO TRENCH. dx
SO o 45 30 too 200
¢ ,- METAL POSTS At 8' O.C. MAX
4 7e
Lu 2h 3h ( )
t;
SILT FENCE DETAIL HORSESHOE RIP RAP / GRAVEL SILT CHECK DAM L (nen = so n.
-N0 SCALE- Sheet f of i' ��

'.• we I��I�rralrr.rrl�rlrWwr�rirrrrlrr,wrYrlAlnli�ltil,rlllrYlllrrlMMiWrYrrrllrrYliiSYiitlGrrliliiirYYYYrpirlYr�ri�i�w. :•` •.: ,
2"X2 GkVANIZED, ANGLE MEMBER %CUR€D
BY 3/8.. EXPANSION El:DTS. USE ONE STIFFENER. ELiY. 3 ELE OO ELEV.=39.00
ELEV.=39.00 y
ON EACH SIDE OF RADk 1 _ E ',
- ;SLEW.=33aXO DESIGN POOL ELF/ 35.50 ELEV.=33.00 -
,a,'. Ji,t� *11 tM YfAipp' dh.
Y S
a.,. _. TO OF TRASH
,T313E,, prt9;.tYr Cry910.`
4 GALVANIZED ANTI_ 24"X24 X12 GN-YktQEU TRASH _.. PERM. POOEELi'V.-33>50 :: .1 , -: ,. -_. .:. r TOWN Ronb .2.5 MIL
RACK 6 LARGEST OPENING)1 is6 UYa , xIM AAS sEctie dipdNtar
RACK ELEV-37 00 J 6 d+ MASON 'tO ES To
VORTEX PLATE ( LARGE f fD SLOB ® :6 5 16
;, ,... VEGETATIVE N`D EO � VEGETATIVE - •TtAffaS'^tf>4tY:li .($ea GRADE pPoA) - �. M1 ' N:G.3.R�27-�-- NEW-' p0
f y ' - TOP OF TEE SOP SEED PPT`
i•, --12 XT2 PVC TEE{USE VERTICAL. PIPE AS NEEDED TO _ SHELF f v SHELF
+ - - T THIS DETAIL) 12 TEE ELEV=3550 P :-. 3 - 41ie1tP lmd,T;IYpI1rN4 #t<tand t1V# Apra
.. REACH STORAGE ELEVATIONS SEE NOTE S DE L) PERM. POND FLOOR=26.00 , �,/ MOL1•
dE .":...
" 1tFd �, tFptMtB �p tlh, #I6vaLTdh � 6
ilTpxsWl>1'VI HNMwWar daptlR.dr ip <{1Oa
12 x2 PVC REDUCER AT RETENTION BASIN ti. 12 PVC PIPE INV. 33.50 BASIN � �a� t�T' ,fEVaT td". 91a � n k
.r...... - 4 ELBOWS AT w 2 SCH, 0 D PVC � 45 ELB BAST ., , SQL!
PERMANENT POOL ELEV 3350
_ k .: '- �iltet"` ;�TpNa 1i1s£oIIATT,b4tweePhRl# ;:.: ..
�.x$. PERMANENT RETENTIO POND SECTION A ; Ai'lNO SCALE
It.
....:
i
1 WIDE GALVANIZED STRAPS SECURED ? I4VERT=32.50 AT BASIN - PRINCIPAL SPILLWAY
>.,:. : -. -
8 3 8 EXPANSION BOLTS IN CONCRETE -, TY OUTLET STRUCTUR€ F, `
" E, 3 ET,
12• SCREENED OILIEST WITH HMEWAItE s€€ U€TNL' iLtER E 21D PAP gRQ J
LLB REEK E1iY.=34.D0 ( ) ELEV.=34.00
a '- CLOTH COVERING OUTLET AT BASIN FORBAY WEIR 1f`
4 REM 12 O.C. EACH WAY ELEV.=39.DO =
/ EtiV-33.00 ELEV:=33.50 DESIGN POOL ELEV.=35.50 r ELEV. 39.00
(tn'ICf1 ALL SIDES} ; L �� _ _ _ _ � _ _ y
3000 PSI S(/ ----------------------- --- - ----- - ,`.
OP( _ ---- -----�__ - - --=- ,r ,t CONC.'PIER ---- -.- : i5s MILES..
/ 3 I PERM. POOL ELFV.=33.50 6:T ✓ � `,_ "" "."^ TO NI4E !` / T WAR
�.. :., 7 BASIN .1 , ` -,z. CAPE CARTERS FOOT ROAD 5 m TO
<.t VEGETATIVE) FQRBAY 3 t.w _-----•.-.�.�.."."'.".,....._._ .Mil€
PERMANENT FLOOR ELEV=26:00.` VEGETAl1VE,... - 35 -12 0 PJC `{•`• '- - NewPO
H FLOOR ;PERM. PONDFLOOR=26.00 ELEV,=33.00 �` ,+,,, N:C.9.R 1 to
SELF 30.tX1 SHELF SCD 40 0 OR r Yt2d Arpp LOW
• PERMANENT RETENTION POND SECTION B 9 / - ( ig '� /
,;.:. TT NO SCALE
.- ''� J-�#'�� VICINITY MAP
``�\
IAU�N. / ✓�...!y ,. ./ ..�^r... V.� ! ..="-..''`7�§ �` \ NOT TO SCALE
PRINCIPAL SPILLWAY OUTLET DETAIL RETENTION BASINS:(CRC3S SECTION) .&
_ \\\
:,. NOTE: HORIZONTAL LOCATION OF OUTLET PIPE IS TO BE / // OWARG�EL: \ «sue \
AS SHOWN ON GRADING SHEET 3-2
• S / ` Pi' 41,96(-f f,sq,Il, ,\ `\ \ EX. 30" lNV•=36:60
M T •. 2•x2 GALVANIZED ANGLE IRON SUPPORT_ RIP RAP ON SLOPE a (�'� •✓ \
BOLTED TO CONCRETE SUPPORTS USE RIP -RAP d50=6.. I / ✓/ 3� yj 't3y 0.96- If.T+#§'/`
24'X24"X12" GALVANIZED MIN. DEPTH=18"
�t TRASH RACK
„.' 12" OUTLET ORIFICE
r,[. - 12"X2* REDUCER AT BASIN - FUTURE
2" OUTLET ORIFICE AT BASIII
SHOPPING
12". PVC CURET PIPE 2"X12' LONG GALVANIZED S1RllNER WITH Ail EX. $A 0*=0.8
aW
`>' • . HgREWARE CLOTH COVER AT TASIN.
CENTER
---3000 PSI REINFORCED CONCRETE BASF < \ \ ,. (} TPgaic , EL 4 r \� e •.:. > h/�
i" WIDE GALVANIZED STRAPS -SECURED PHASE Il u �
BY 3/B' EXPANSION BOLTS IN CONCRETE RIP -RAP- SLOPE DETAIL7,6 556 sq.ft "'r ��°
• / / ,: �1 047 ..acres �/ �- j n F: «��n� '"V•': '�a��nT'�'% j
NEWPORT FOOD LION
- \. p�h9 / OUTPAkCELS 11, 2; 3, 4, k 5
RIN N 17'13'00" W % �1°' � / -- -- - a g RETENTION POND DATA
OUTLET DETAIL PLAN VIEW PRINCIPAL sPluwaY 34.85 J
` Y„ •' -t STRUCTURE (SEE DETAIL)... .% f/ - / - N� % / ! f J `� J. _
Vl / / - / � r' ,i'-.i.•% OUTPARCEL J1 ,TOTAL AREA = 1.11 AC.
35.0'-12"A PVC ' Db / NEW 3 / / - / / a>' / / \`� ✓ OUTPARCEL 2 TOT AREA 1 7
SCO 40 0 07 $�� ' TOP=39..00 / OUTPARCEL 3 �� e� / ,- / C AL EA 2 AC:
INV=33.50 0 - # / `< / - OUTPARCEL #3'TOTAL AREA = 0.95 AC.
. I N 17"13'00" W / \ INV OUT-34 3 41,1�4.69 sq.f(. / �' / / / // / f l '% j� OUTPARCEL #4 TOTAL AREA = 1.09 AC.
,- 31.82 / � 30' SPOIL 0. 450 acres / / � i �'�P�� � �" \\. / / /t'� �%� OUTPARCEL #5 TOTAL AREA = 0.96 AC. EXISTING NEWPORT I ODD EMENT AREA ;° , �- �/ _
l /� s' 15.
TOTAL AREA OUTPARCELS # 1 thru #5 - 5.38 AC.
A PERMANENT RIP RAP .APRON PERMANENT RETENTION 40 .
USE RIP RAP d50=6' MIN. DEPTH=18"
LION SHOPPING CENTER - EMS, �Y BY-PASS WEIR ELEVAT,flN=
: _L
/ �/ i / ' ,�;� /,,,.%i� SURFACE AREA REQUIRED 7;736 S.F.
wt=ZS, w2=23.5. L=16 a _ / / / / / _ A =
, . EJN
DE�G1{ P001 ELEVATIO 5.50 (PRINrAL SPILLyAY OUTLEI} ELEV. 39.00 EMERGENCY SPILLW ELEV. 39.00
INSTALL FILTER FABRIC BENEATH RIP RAF 7 / E - - ASSUME 90% TSS REMOVAL WITHOUT VEGETATIVE FILTER)
PHA J E I � � PERENT POOL Et.i�/AT1(NJ=33.50 ...-- ` S` : / � ..
^i7 / '2�, - --- 1 ''/'/ 1 (SEEN.=3700) 127" MIN:
ENT FLOOR.ELEVAi0N=26.OD -
SEE\DETAIL FOR qMENSICrIS .. _ ... -
,: Q O� ✓ ` FORBAY WEIR 1 _ r rl cAIRFACE AREA F'11"dIDGD
., -- -- _ � -- - _ � �' ' EMERGENCY` SPiLI__z_,AY r ,•:: ,EL, Ii�.I1
-C... .�
I •� LL':; ., ' �' , � -.'#4 -. - `�-T-N["8 sitfi2 -'� '� ---r 1"'--.'_-_�•-�:-' T"-,. � 7i.,.>, �.". .may,..'.. ,. - NO SCALE _.
ov n -JfrL1 _ •�y, _..: �., , d _ F. � �.��- ... ,. ,
..:�'.'� -. O 1` [USE RIP RAP d50-:12 I (PROVIDED
NEW 30 INN=33 50 ..tT+ - JBi2' / �cj L :, r
,< -:� i ,� USE.FILTER CLOTH BENEATH RIP P:- SURFACE AREA
_y� ,3D vl , f -- :j AT STORAGE FAN. 5.50 1 j 5 . S E.
3
NEW IS' {
0 / ? C "' SEEDING
ShEG1F1GATIONS 1 29 ..
r /�
I N 34.93
'i1 n �" /
INV=33.06 ^� > - T:' f .. - ! +p. +rt' .RW T=34.9 / �\J „ I ..
L:& 2` EXISTING - . �, -_ :_ �$----' .-PREP TN(NJ
UPON DEVELOPMENT dF OVTPARCELS 5 $$P1t-- DETENTION VOLUME REQUIRED = 1 74 FT
✓ _3
DRANAGE SWALE WILL BE PIPED TO CONVEY WATER FROM THQFkILNGINLY LULiTVATE LAIN AREAS BY D1SCI4G TO A i'EPTT! '.: 5 il, 8
,g€ I RETENTION POND AND BYPASS 30 RCP AS SHOWN. -� %� ,,,:9-:1 I%-"' ��.-� / - . - ATHO>FL THE SLCULTU E LJW TO REi'M IRE GRADES. Al
(FOR 1" VOLUME)
pY .y i3OOT) LBS OF AGRICULTURE LA+IE PER 4( AND t.txDD LBS. ' I
NEW :31,40 -30 RCts, INSTALL MANHOLE RMG a COVER
_ a ��` f kr3 i - 10-10-10 N R f0U1VAtFNr tElTT&tZER PER A!xiE.
TEMPORARY H(,.SESHUE -• �.. NEW 18 '� M (.50% - - R-1544 tttIDEN. HFi1W1 OR EOt.>Al - DETE14TtON Vf1f-UME PROVIDED 73,F6r F3
CHECK DAM - 'LEE DETAIL ';S" '"`moo N . - INV=34.00 : , _ " ;--' " (BETWEEN r. 35 4' q
xT`' h JBtT / BETTaE_N ELEd. 33-a0 _ �. �,
�0 \ � LOP=3900�WHERE T[MPM4RY SEEDING IS R(OUT2'ED MR TO SEEDING ?EPY-
K INV-!C� 55.09 E' - d NI NT LAWNS OR FILL SLOPES FRDf.EIBD AS FOLLOWS. Y [ e -, > � .q r v
EMERGENCY SPILLWAY. - \ , r-` - _ 1 PORTABLE PUMP W;i.i PE L.,FG *L..o
/ 3(O :klt=J5.49 Z OCT. f5'RI-WR CST SOW RYE (SIN AT 1HE RATE OF 1 1
SEE DETAIL / TiTtA14 FYJRT*E'WSES
6.98 ON SLOPE, 7 t. a PE#! ACK.
NOT WETLANDS ARE NOT TO BE
1 ,, j' i'^; .q. -�; ,.. -1 - �iLT..p�TRANCE 1L� 30�RCP '. ,t• t WRi !ST-AkIC- f§TPf SNlw GRANT MILtETA£ Ta•'f RATE OF 4' Mtn-
s; I : C� s ..�'�, , DISTURBED IN THIS AREA (SEE LIMRS ,,�,: 4 / ,--' - �.. ; ( PER ACRE, - TU14ow WEftJh:'DS ALIENS
°. `,� /'1`S/ /� ' j OUTPARCEL #2 OF DISTURBED AREA) c7cj ; td ... .,
s 55,286.03 sq.ft. 2 DEEP TEMPORARY SEDIMENT ZONES. S r ,
� SE» FY;3M+INEP�1 tAAWN AREAS 1`lETNEEN tkURtY4 TST rQ WG4r,1 ;sTy WNFt . REYR}T-PSk_Y L11ssTl1REED 4'lET1lW=If_rS=O E$4N3 A€
CLEAN SEDIMENT WHEN ZONES ARE 50% E
1:2692 acres / 9 / / f 0. :� t HULLED �IMON BERVUJDA 3 LOS. PER 1.000 SQUARIE FEET Ds �_AXT ATTH WE {Ex1eTPrt> FOd�D LkON R!fASE O!Js
FULL DURING. CONSTRUCTION. INSTAL / 1-, / / ` { 'L. OF THE SM WASSES SM14 AS 328 HYBRID BERNIULM OR Z0'' o1 ;:PiFS'i
.*. •:: , % v : // > ?, PERMANENT BASIN FLOOR ELEVATKNNS / , S/ ,-' STEPS SET IN
PRIOR TO COMPLETION OF POND RETENTKU4 POND LINE 12 O.0 1 PRECAST MANHOLE SEED PFFTA4NEtNT TILE SLOPE AREAS BETWEEN kARCN I$T TO s ""5F PROPOSED DISTURBED WfTFAJVDi=!_ 168 4r.
. ,• I , V /�� / CONSTRUCTION. ' FORBAY AREA /,� ��„ ` T. TSTN WITH 40 Les SERICEA LESPEDEZA AFM? 10 Les. HULLED (OUTPARCEL , 2)
BEiMUCa PER ACRE.
PROPOSED DISTURBED tWETLANDS=0.1315 AC.
` //// A�. A _ • Y AFTER SEED AREA SM. MULCH THE ENTIRE AREA -.TNLY WITH RETENTION POND EASEMENT
RETENTIQN/- PIPE A LAYER OF WHEAT STRAW TO PROTECT A3EA nwm ER451 k M0CH TO BE
i �9� `p EASEMENT -AKA,-'- � APPLIED AT A RATE QF 75 100 LBS PER tWO SDUARE FEET.
a
, / // / / 6- 1 / ' SECURING MIILCN THE MULCN SwALI KotD IN Pbu� BY PHALT BINDER TOTAL DISTURBED VYETLAND AREA=0.9791 AC.
�Q� �1 Obh� 24,9751 "4!{f� t CEMENT WASH PFPE ON SLOF`ES 2 TO I OR STEEPER, DR AS REQUIRED
TEMPOMT CHANNEL LININGS IF REQUIRED $HALT BE INSTALLED "I AREAS As
SHOWN ON PLAMS; OR AS REFxTIRET, TO PREVENT ERb6ro1a. LUMt' S AREA TO BE 123TRL#` `yF0__ L>FNcE
©° : i ,,. Lff7 IN PLACE THROUGHOUT PERMANENT SEEDING PROCEDURE. 1} INSTALL EROSION CONTROL MEASURES- AT EXISTING
JUNCTION BOX DETAIL DRAINAGE WAYS
Vf 9 V1 1M1J / top BANK OR ROB 2) COMPLETE INSTALLATION OF SITE DRAINAGE NETWORKS
EX. 30
A .6VV=32.39 �5. S
N 83'13`40" /57 GRAM STONE FILTER SHOULDER AND SITE SWALES WiTH ASSOCIATED EPOSON CONTROL
r r: 22.19' '�'- �. - / ON UPSTREAM ENO PPMMT04 BEFORE BEGINNING ING SITE GRADING..
' * . '� OUTPARCEL #1 / r LEAVE 5' WEIR OPENING GRADE Slit
'48,220.66 sq.ft. 5 GRASS ARM
UTILITIES.
THAT WILL NOT BE RECkSTIIR$£D.
1.1070-acres °6• �rr� , /- j 6 PLACE C IN 6PrVES
✓ I f TOTAL DR.AWa AREA FLOWING TO SILT FENCE N '* . • ...s-------FICA r. SEED Ad} WJUCH ALL AREAS A MkMN N (IF 30 DAIS
2" « 4' WWO WIRE HOOKED MAY NOT EXCEED 'ACRE y .--FLO* AMR CONSTRUCTION HAS ENDED !;sT' SEEDING SFEf,1FCAT&13).
t 2 GAUGE 4' X 4" ,;XR
ONTO PREFORMED �HANNFLS ON METAL R?5TS. :.
!IP42 SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS
O LC ..REEKS. -
IN AREAS O CONCENTRATED FLOW (r
ULTRAVIIALt RESISTANT. (6LAE:T() WRET FABRC l"'HURNES. CWA1fs. FTC..) �, �� :i�t;,i! PILE STONE ^_F K-A St11�E
4w EOUTAIANI SKURIED TO AW1£ N, METAL � ` N0 R-2 9R R-3 STONE
k 19 �1 • I ! (LIPS ON W AT 8` OFF CENTER,. C {AVG. SIZE 3"1 : ? J{` LSaTS OfC°+ST'.TFBED At3`1=A AS DELINEATED 6Y Ti?E f * iCWY•F ; SYI f::? .
\ / f
/ J1-
Dt"T' dRBEO AREA - 0 9O 9,,PES.
MAJx Nx %AWNT la E L D -! _ s SE�TIQN Of HORSESH �RIP ;RAP GRAYEI iLT CHU QAM
y aS D EC"TED S* ftt�ERVATK�af vfSPE *x€ y ' r
t.� si „ ., \ >/• e't //� IS
/- --- ,,'' /!. .• -' e-----".- !,f„�;�•j� :xlTPAR%Ea. FaS W?T.'� SHARE ON A FFt' TR�sTA 1,"sl= N1 4tlf uAINTEI4iY4CE
FT LX ouj� X'A 11 CC51 R1.ELA1I3G TO TOE RETENTION POND
j^ > �. \ ° Q+ f, �•/, �'• 'l, . • : !! ��.._.:�-- T1:i 0.9PARCELS j1, 2, 3, 4. 3t 5 SHALL. BE PEOtItPEn Bx OEE"C P£iW7I3N TO
,:-` �+ ,,. \ c�" •!L' p0 / , :� .�� "/ r L/ �_- , z ,,;�__� PLACE STONE IRY -S BE DEVELOPED 50 AS NOT TO EXCEED IMPERVIOUS SURFAtf ON EACH
""FLOW OF HzO HAWY, DO NOT DUMP � r{ OUTPARCEL
. eaNK/azan S*fAR EP
\ `b /,' - , � • EMMENT - & LEAVE UIIISNAED t9°
`' '/ /j c N ` - FLA' j/ - -- NET OUTPARC£t.S !. ?. 3. 4. b 5 ST46LL REQUIREDrY�p/By� DEED RESfRtCTK3N TO
^------ St1€EI TiRAIN4Y,L(ONLY) °:.:.. BE DE90NW TO 6..NN BY PIPE OR B'Y SHEET FLAW METHASD SO THAT AL S1IRFACE
57 GRADED STOMA FL TER
TO INCREASE STORAGE CAPACITY AND OVER NCSA N0. R-Z p STORMWATER IS GKWIELED TO TOE PROP( D RETENTION POND FORRAY AREA AS
7�^' 1 ; PROLONG THE LIFE OF THE SILT FENCE, SEE SECTION R--3 OF -PAP SHOWN ON THIS PAN.
' % i f ,/ r` .<%*•� .` ;T IS GENERALLY ADVISABLE TO DIG A
_..:-.:.._...___HATUNAt GRADE - 3E0IMERT PIT IN FRONT OF ;I,T FENCE , ".aTE; BOUNDARY BY 67HERS, NOT TO BE USED FOR COJVEYANC.ES OP RECORDATION.
• - i' / // `� 1 I T1 =.�I 1! WHENEVER, POSSRE. c' �7 /
'� T7 -_--(*Rr *PR(* t2• OF Fow, ait4' 1RENCH, COVER 'if' ,L V DITCH- J���9U /1IO
H I 4 W/ SOIL k PIMP aKXFILt GRAPHIC SCALE
.. \� ✓ �t1- CARRY 6' OF' wow INTO IRE", o
/ - META. POST AT B• O.0 VA
2s 3o Va zoo
1
n
3h 1 { IN >+fl`i�`T ) k 1 inch = 60 ft.
NICE DETAIL HORSESHOE RIP GRAVEL SILT CHECK DAM
'it?", t
�c
a \
s`:;, - -... _. jt , ,. , .<,.. -: Sa+,. _- ...� ,A. r •

,
, MASON TOWN .ROAD 2.5 MILES. TO
�'.
N.C.S,R. 112'J NEWPOR'--:r-tea-. .,•' , :': '.T
x,
,k1 4` ✓ ' . S M Y gPRlNtig , •' E,. ;
a
r' 'CHECKED
_ ,\. . _"+M \ 1 L,_-�...\,\ s 1f -.. 'aJ'.L •.4..... 16.8IlFg NINE MOT \ ROAD
CAPE:CMTER HMILEg TO
1�n
Nf::WP
E ._ w: r r. x fH - IEViN
.: . ----- \ t ..\ .,.- , ,.,, ,, , max,,;
�.� —,�.:: -✓ram V l ,?::
d- 4i V
---------- :- VICINITY M�F�
o , .
-- - } , - _ 7
'•------ ------ ✓ I r.,. ':' , NOT TOSONi
,
• ; Y )
V _ ! _ ____ _ __
—� Y
OOLL%R, AND
, } 1 � \ _'___ - ______-' : ' .:, r. .: �.;-,;• , ,+�' %�,r 1t�E`TE 9lOfA(ING
FUTURE EV
--Y- 7— I + \,< �, . U E D ELOfr11ENT
} I I I I I ' , I I I 1 _" "-.'vl \ \: - s rr Y . ; as \♦j xr �F, :,y+�l
i 1 '` +-,� TRACT.
L..L T.tQ acres r ,/:
n. < s.'' '�-i' AV
(
x
�`` � 1. 1... I -'' O \\,_ `• y�hAv .y /. q \_ ' N, . ltilr3
� '
` , -r. \.-''• `� ., _ rrr ,r. ,.- i,rfr i„`-• E irk"... `.' .. -, ":. < •�a WN.
!e
-
y i -1 ;; ,..'• .'r''" a "': PROW 'AT
-----------------
I I \ \ \ ♦ ♦ f /Y�,�}I r. t � m :. •, r' � ^`� N`T/�� j�L"tb tl l`•
- '—i ; � Y v=..__ r\ \�. ,�. r9.rt*,i *♦ M ,-IF� ':, • , ,., ,. n ,yM
\I 1 1 'N
1 USE WATER iM fiT L!(T rrrr / / x / / <♦<�' l
,. I t „. -TOP , / 55',r -, _.�. r _ _ 1'ef a -% rfy
_- :-_ I y�r: r / .;- , .-Yu_.. .v ..`;, Y 1 > ! �'
J EXISTING FUTURE <,t`w y
FOOD LION I
sHaPplNc
CENTER �'P%-
� �• � •
r. t , ,; / iJiPP97D�8�k€
,- 6'.�,.- ti 1 is
C s aft CEL 1
I � PHIS >r t ry;-,, .- . ,- 1 , �
1 y
—I EXIST G - - ,,,, �, 5d'143.5 s`.ft, 1 �,... •
XISTIN "sue i 4 i,
— 1.66 aar�y r,
�< p . Q ,ItY
I SHD S 1 >.,: rr 1;.iJ acres.
SHOP �r
(FUTURE DEVELOPMENT)
lip
-----------
'
1 � \ / J!� is /fr \ ` ' r ``r. ,♦ 1.:._-''- -''>'t ,fir%�
r
j• t ;- r INSTALL NEM,B: ly f OtiJPA#CEL 4
.I _ Y]'• "t' r1''° 1 'n �. , -- r1'° I -- t f----- ! MJ. BFtD ., - SHONTi TYP. - ,.. P
B----- -----+ -i t ---- -----
__ ----- 1 I r f ri - - ri'�r _ Y h' EDGE \\.
1.10 acres
--- --t•(
if
---i--
--- ��� /� ;
k
;I. .... I -+ ____T'_ ERTIG �• p •,. - `1 _ i. r Jrrl ' I
-
„ __,.__�_____. ,. ____ w IR♦
T - A7.
11 1-"�----- -----1 „ - - i
- -- § r z Loa OUTPA�CEL /3
II - -- --- A S SH '`',Rb (FUTURE QtVELOPMENT)
-' • ---- EXISTIT_1VEWP_iT1_F_000_ ----
NMM t R
11 =---- ---- ' ---a---- ' O.RS acres ` - `'
r I LIO(�__ 1�DPPING_ _ENTER --- ---
,-� +' .�.
r
,
}----- +-PHASE_ 1 _ i __----- ---- '�♦+ T '�� ,? h`. ,.r;; l2 CALM 4• X t• DR !• E 1• ifF117EH e�lE N00NEtt '1 A. M0147E NWA FILO M TO SST FENCE
II -1 - ____--____ _____i - ,L r � 1 \ kt i-___-__'J �.^ ,,', `l 1\ `t 1 , `l R- WTO PtEFDRt11ED OWW3 ON Wok PW6? , AY,}¢..
I I '----+'_--__ O , l// -- � 1�\ �': ` ..- -" , r' - ' I . \ 6> 2 5� FUM SHM WT BE USED AT PIPE OIAM
II -- 1 -' t 1 •, _ - j
--- ---- ---- _ f1R k
/, �� OF
z
t 7 FDRSESF,OE\�\\\\\\\\\� _, " -_' : --- uTTarvTOLEt Ni9STANr (BLACK} tAi,FT FABRIC NwffwLu FLOW (cREETs.
i \<\ ENT PROTECTJR o' tom`'. \\�'�\\\\ `�....� �\ \ •,� r "" _ "-- _ - -_" OR ECiIIIAMEEFf SECUliEO TO 'ACE 'N� MIETAL ORCN►RES, $1bYiS..ETCj
�.: �\ , \, \ � \ �\ \` l _ _" ", ( ! - CLIPS OR WIRE AT 0 OFF` CENTER.
�► i (SEE DETAIL) �� \ \
-,7 ------
wx smwff SR7RACf tfVEL. REMOk
,,,� -, -� �. -.___ .!' `. -_-' _.-- ,."_:n�-'.'-,` S[OMENi FFFNN THIS LiVEL tS R° --
- ,. _ ; :-
/_.. �,� OR As WECTEo BY CowWw,> atSPEcroR
•� Au we e ✓ `. � <- ; - .-- - -' : -'�- sFTEEr DIZAAiAOE(ONl:Y)
r
U.J.ND +
u_ _ram ' - - = -'
`FLOW OF N=0
a HATER STUB (IIPPX: LOCATION) C
r
EXISTING ; �" .z ; ` . ' s,w oRgw(oNLY) FLOW
k %� • STAw CJIPxm AND
BOJANGLE S TO
PARCEL ---, ,n ":'1; ' = rc s a-LrV mTaG �I
---
r`.. I , ., '. ; f * NATUR;iL SEOW4ENi PIT }N FRaFr of SILT FENCE
, l '.
- f, ; , as VIVIVER POSWE.
\ I 1 — CONFp01. ffASiIRES AT E%ISil7G
' COVEit
:;2R0 . GgtRY APPNOX: 12 OF i'ABRIC TTEM;N,
li MSiM.L ER�I°"
- . D M15:F11MIDN OF SITE 0W.AGE MEFWM IM/ SIX t1 TANP BAC16N1
FNro
�28.43 NIiiL MIDIS ED
AE:NEW 8• INV. IN " - CLTMPI� CARRY JrOF efiE ellD 7Te3lDFL
ELEY.w4!!3 POSTS
,
_
< , . -
` o ,`-' � NBiAik BE67NeNC D
.' ' �V ER0.40F1 CONfROI
t um
f 26.6 \ `
' Dlaae
• strE . - awa,D.
RACIE
�'' / �,41 f 'r r � • � POR nME nDauaElaPs FOR EsaeLe�tlNr
,
• D FM S0iNE5ATPS
7��1it
�+ Ul+l!!1L
,
-
s To[BSI vwci fpN�
SCALE_(Y,PPX. LOCATON) �
Are
,a ; ,1 ;'' ,` teSIt AMi� A16 tALWO LBS OF
\ NI-- EDTM111LE%'F, Ppt ATE:
0
a OUTPARCEL } . SLUM IS AETKM P► IOR 10 S=W OF PflNY-
G t, (FUTURE DEVELOPMENT 47- — --' tsFN 1t F tat=an a MIMM OF 120 t8 G.
"'i' '' NM ROM AND RFPLAIAREA CE E109114C LICHTS AS NEEDED FOR PIPE INSTALLATION
n 1,11 dares 2' T SMACE aum-ItYPE h2l W* r9T-AUC. 15M OW AF RE RAZE OF 40 LB&
` :'' e• c,ye�AciEb t1fS sre>FEX icy,TEYPORARi 9TDIIAID CO EIIPOSED SLOPES %ft BE � W
ESfA9.F9F*9 Nrcw Te DRYS MA NQ MORE TT * 30 HM' LIMITS OF DWIL"ED AREA AS DELA�JDED BY THE FOLLOW VMDOL: V " I "•
iLL WOMIC tOIIPL€TION OF ANY PINIF . COMPACTED $1DC.tMOE (PER $�}.. CFLANOFR' DATTi OF GRADING.
. 4. \ r D
ry
WAS BETWEEN MARCH 1ST TO AUGUST 151N WRN- TOTAL: DISTURBER AREA 0.94 ACRES
PA l[t£NP PdTCfl DETAIL NUIkEp .I in PER IADD SQUAIK FEET OR FMwn ONE
OF tNE $W VJSW AS 30 NYBN;SA BENUDA OR ZOTSN WAS,
!n1;rtti;nn 90 +pp#CKttU 90101 r bEfwecN MARCH 1ST TO kw'LrSr
IA
�PEN.Y47R 1£4PEDEZA AM 10 LBS HULLED COtMONQ MAIL
"`� P`
ux
\ '• � PERt�MENf tWTD(BIO t:04EN1 iCNM ALL til$itm:AREAS SHALL K
E�3�<1T{�J.y�yWyiFAFI l�. aa/{fµ<yOyRyN�<G,WORE .i11�41y�AyD�OA�IANDEtt y
, DAYS F:ItiYR11N - - tr�•!Ml FIf'.WELKI•FA{9 k
e 1RN.
EX. CONCRETE FLUKE �,�, .: ,F.<�" P'�." ,.� ,'•, _( ,,..,ra;. ri•.,� i� .a
5, s
MUM
AFtE T (MU`lgf AREA E'1 llY WITH
r i' 1 f�M RGIt. Fin .. r N1EA zYi6l_ E MLRO TO a Grovel
. CGRAPHIC SCALE , ,,: .. a
' •-: NA1E OF '�+1��fDBjB�PER: -i{JDD 3QUMiE FEET, ,
lace(i'mn. - AU 1RitCN POU 6E ANGF M IN KAOEfhiCkneea) {,00. 0 30 1116 120 440
` 4 ,,.
CHNAEL F REDUAEO.1lAi K A9STAiFED M ARFAS AS "iC3
a PTAS" TO . NO TO BE
LE IN
A �
o WMAWFAMMR
Sheet I of

f

EXIST. WATER MAI
Q i✓4� 4 40.3�/ /
\ / / MAT EXIST. ASPHALT
MDJ PROPERTIES,LLC \ \�/ GRADE 40.35t /
ZONE: C-LD
USE: RETAIL �// --CONSTRUCTION GRAVELLED
ENTRANCE TSFo +
ao. h 30 ON
G .(� / /+ 4L\1 . s
\ PROPOSED 1" WATER SERVICE // /� �G TELKID S 20-06'02"E 1Ox70 SITE
13.18' DISTANCE TRIANGLE \
\\ W/1 " METER AND 1- BACKFLOW PREVENTOR / / / / / �Gj 1 4 4 E�N fie \
O O O
� �\ TBM MAG NAIL
\ 1Ox70 SITE /i / 40.45 NAVG 88 40.3 1
\ DISTANCE TRIANGLE / / / / (� ` �4�) / \
f
\ 2„ CLEANOUT
\ \V (SEE DETAIL) // 41
// _n
NO p a'z.91.57
/ / ¢ / NFILTRATION BASIN
vv�O +ao as / p0 + .zs ` DRAINAGE AREA
BENEDICT V. DEL RE'
MC
� \ � � /�" p�N '\� / / E ®�, / •O a .Fi \ PO'��E� N� \ MC 28-491
// MC Y-138
\� \ \ / / /✓� ���� / ,p/ Cl E FPKST. NCI A DB 968-472
/ DB 1019-834
vO A /� oZ_ // q. O IU B REM V D ZONE: C-LD
\ \ \ \\ � / \� ;0� ! /� / Ey�S O y\ee / XIS Is USE: OFFICE
\OO \\ A
/�j� f / +40.13 p�p�PQi"/ �AGN I
N 1PYL SIGN' / ® OG2\n /.� ee p1,AN' ��'� EEL S -- TYP
O O a \O j G °G ��✓40. t o / 99 °� FO ^ OFF O
\G \� ��\f0>c pFj�� " /� O° // / p0 \ EDAR1z..
Z N y
\ \\ �\O `'o�F
42.90
10 / " `L 43}10
BALL VALVE 4r, \ a
2" SWING \ +ai.83 'o \�L o' �9 +4�.09 0
CHECK VALVE / \r P iST,/ I \•
+ 41 . 4 - �' / EXIST. 4" OAK • ; \ °
3" HOPE DR 9 / /(oisEASED Drwc) ` / o'
/ / / 2" BALL VALVE i \i
SS FORCE MAIN / / ' \+42.04 \ k
_ INSTALL 18" BELOW
�\O�F LOWEST EXIST. UTILITY
10GF`'�F/ \ (FIELD VERIFY INVERTS) // ® O \ +4 /
J Q�� DIRECTIONAL DRILL INSTALLATION 4 40.01
O'
\ /� ,NO IDLING"
OWNER: TAYLOR AND SULLIVAN, LLC
ADDRESS: OP 7057 #1 BEACH DR, Ocean Isle Beach
EMAIL ADDRESS: elitehomest®mindspring.com
/ SITE ADDRESS: 1123 SABBATH HOME RD
LONG & LAT: 3355'42"N 78'16'16"W
�BRUNSCo. PARCEL No. 232FAD03
TOTAL AREA 1.45 ACRES
DISTURBED AREA 1.3 ACRES
ZONING C-LD
USE RETAIL
I
REQUIRED PROPOSED SETBACKS
FRONTS BACK REQ:25'/PRO:103'
SIDE SETBACKS REQ:10' PRO:25'//82'
REAR SETBACK REQ:6'/PRO:34'
LOCATION MAP
NOT TO SCALE
REVISIONS
Descriotior
w
E-4
x� z
Z;D N O
z "
o �x
U)
124 w � O
wW z
�z Q z
z o
Qi U
A po U
��
z
0
/ �O CURBING s > SIGN p A 24" CONCRETE CURB
I / EXIST. SSMH \ /� / 5kC) (TYP) > /°o o ': �$ gOp 29\ E 0 KO �n AND GUTTER \ +38.94 p
RIM 41.5
INV 35.11 \ ���� 41 9` 1, .s` �a� ° / 2p \ / 9 \ SWAL�E _ ` 00
INV IN 38.0 / j \ x\O \ n _ 8. 11v•••��
INSIDE DROP TO 35.11 \ / \ �g� \` \ \ / Ir \ a I Z
\ � 'r/. � HANDICAP �. +aos7 5! i
> .a m.O SIGNAGE (TYP) y p3 �/ s
x 5' ACCESS EASEMENT P-1 ✓_",
SS LIFT STATION
(SEE DETAIL)
SHAUL & MEIR LEVY
PARTNERSHIP
MC S-368
DB 1265-1371
ZONE: C-LD
USE: RETAIL
No. OF EXISTING BUILDINGS
0
No. OF PROPOSED BUILDINGS
1
PROPOSED BUILDING
8,000 SF
No. OF STORIES
1
BUILDING USE
RETAIL
BUILDING HEIGHT
t 18'
BUILDING LOT COVERAGE (8,000/63,238)
13%
REQUIRED PARKING
RETAIL) 1 PER 200 SF: 20OJ7000
WAREHOUSE)
35 SPACES
1 PER 5 000 F: 1000/5000
1 SPACE
EQUIRED PARKING TOYAL
36 SPACES
PARKING PROVIDED
36 SPACES
(INCLUDING 2 HANDICAP ACCESSIBLE SPACES)
IMPERVIOUS SURFACES (PROPOSED)
\ BUILDING AREA
8,000 SF
ASPHALT
19,023 SF
\ CONCRETE
3,004 SF
\ TOTAL
NbTES:
30,027 SF
1)\NO WETLANDS EXIST ON SITE.
2) TRUCK LOADING AND UNLOADING WILL
BE CONDUCTED
ON SITE.)
3) ALL ROOF DRAINS TO BE ROUTED TO
PROPOSED
STORM WATER SYSTEM.
4) SIGN PERMITTING TO BE DONE BY OTHERS.
5) OUTDOOR LIGHTING PLAN TO BE PROVIDED
BY BEMC.
ALL OUTDOOR LIGHTS TO BE PROVIDED IN
ACCORDANCE
WITH BRUNSWICK COUNTY UDO.
6) ALL STR>�URES AND BUILDINGS ASSOCIATED
WITH THIS
PROJECT SH LL BE CONSTRUCTED IN ACCORDANCE WITH AM
END
BRUNSWICK . UNIFIED DEVELOPMENT ORDINANCE BUILDI
FACADE STAND�RDS.
-----32-- -
CONTOURS
\
®®® LIMITS OF DISTURBANCE
\
TSF
TEMPORARY SILT FENCE
\
(175)
LANDSCAPING w/AREA
\
\
31°
PROPOSED SPOT ELEVATION
\\
RUN OFF DIRECTION
CONCRETE TO BE REMOVED
\
•4' ..",
PROPOSED CONCRETE
\
®
DROP INLET W/NLET PROTECTION
h + 39.00
O •. '' +42.02 A. p +38.75
o > Z`s \ OUBLE CURB INLET N 1
ONOLIA �. Oc3` \ o. 13.6 // - � ' ' O
-- RIM 38.25 0� '(n i ' W
INV: 36.00 Cd
, r
• a < 9� I + 40.63 �/ t '� _. ?& '- / �$ v --I
f --
r e
.e /'.4 OAK ( ,' . d \�,F'+ 37 / /� _ _ __ - -38- -_ _ O L0 LO a
PROPOSED BUILDING Q. F-1 � 8,000 SF lb ' Z
JUNCTION BOX I r4 I I z
FFE: 42.0 RIM 38 5 u
�000-
+ 41 .90
HVAC UNITS +ay3
20' BUFFER -,B0
4,
EXIST. BUFFER'S1F0(Rff�A
/39.1 1
6' FENCE / S 71'54'38"W
FINISHED SIDE OF ALL FENCE / 23 22•
SHALL FACE OFF -SITE. /
/
/ BB&T.
/ DB 600-440
/ ZONE: C-LD
/ USE: BANK
.° ,3d 1 ' I 0 0 0 w
e : ' a.. .. $" NV: 35.75 O -1 O� w
+ata6 /, • > 4" CONCR iC,UR INV: 35.5 ' I ' ° ^ 4 �'
N AND G R - +.az W.- O
,a y W/ 5'X5'X12" E.D. yy-`
/ .• . �! 2�. F �/� \ cn 3�y g 3� 33 o
PROPOSED INFILTRATION BASIN 1 rn // FyLi rco OO
% +3a. / +� TOP OF BANK: 39.0 m// / E
BOTTOM OF BASIN: 35.5 1 ' / l +37.70
r / Aq- V\ SHGWT ELEV: 33.5 +37.06 �737.10
w.+37.26
1100
F / 2e 0 R ' -
/2�\36; +3s.e1,/ \ SWALE Rlf HARD HEIL
>9 / MB 7-54
R / +37.14 \ - - / XONE: R-6000
DUM�STER AREA _ \ 3 -- -- j nlnnl„
E +� +39.44 ' ` +36 z t1SE: RESIDENTIA
+3�22 +37.09 \ ii 1 +yry 51
0000
+ 38.39Q ... /-
•Z1 S E A L _
2 1• \ I +36.81 to
17374
MC P-INC.71 �` �����. �����...��� I '%,/CREG000y.`
ZONE: R-6000 \ TSF
USE: WAREHOUSE �e TREE CLEARING/LIMITS \��p DATE 08-24-11
30' BUFFER i / / y\� - DESIGN PGT
+3900 DRAWN EJW
i-- +36.65 / / C
36:d3 +35Jg -36- +354 +36.47 / // /01
:633 - -.04- -3
1-37� -
\ + 37.78
BAR SCALE 1 "=20' C 2
+38.40 -DATE-PRINTED
+ 38.33
SHEET 1 OF 5
AUG 2 5 20111. zo' lo' o' 20' 40' so
10045

FM AN
EL 2001
2•SASPFUALT
APPROVED EOVA
PAVEMENT
ELEV. VARIES
PRE -CAST
F OW3000
MGRO
PSI ClLqqNNEE
o
ORIENPTATION°& PIPE
CURB
INLET DETAIL
ag
_
55EE�� ppLAANN
ORUNTIOFOR PIPE
ti I IIB00 I
CONIC. COLLAR-L J
ELM
C
BRK
3000 1
ENT
DROP INLET DETAIL
t tN•BRASS
MSGl1NECl'FIi1NG
, X ANDFITTIN
PRFANOFftfaKS
f
n'1AN CRPER STALE t /
An iowcooEs �{
T'R1BePRNAETPIre SEAL -ti
tFFCnAstAUEq
:LEV: 39.0
NEDIrIt�WadEtE.-
tEvFL.rLMTSpdNLP
I tX•rJ41YWM[0
TNSGWiGEPWE
LVSF RATE
WAIN
NCDOT #5 OR A
WASHED STONE
,id'flt $APT SLP
WL1WL�4
C0.5TNtlN VLI/yP
STEEL
NCDOT #5 OR
WASHED STON
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACI
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUI
SURROUNDING THE INLET. SPACE POSTS EVENLY ARI
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEE
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE C__....
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM PLACINGA 2-FOOT FLAP OF WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
McINTTcueunc.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (3 INCH
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
SMOOTH TO AN EVEN GRADE.
OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT BANS.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
SEDIMENT REMOVAL, REPLACE STONE AS NEEDED.
6. COMPACT THE AREA PROPERLY AND STABILIZED R WITH GROUNDCOVER.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
Ns
BOX
TO P
EXIST. GRADE
2' MIN. ))
- I I II III
�2i
P C2 1 1/2 " PVC
VENT - I yTO NEW 2" FM
AT'SABBATH HOME RD.
CHEC
VALVE UI E
RAI
MERCUR
SWITCHES 4" PVC 3000 PSI CONC.
2 a MIN (T6P) ANTI -FLOAT RING
+`
- ,AYa@STAAE95
sTEEEir,uAcrEE
bTNME53 STEEL FL0.AT HDUK
- STILT+,6 sTANLEss
srTEiPUIJ RGD
SGiF£L16 GA
FAERGAA5 Si91N
aLwGDxrCmL
'OM FlOAr
ZOELLER 820-0004 GRINDER PUMP
(2W VOLT. 001 MITL 2 NMl
NTS
6'
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
FEES AND INSTALLATION REQUIREMENTS WITH
BRUNSWICK CO. PERSONNEL
CENTERUNE OF METER PROPERTY LINE
VARIES - SEE PLAN
SERVICE LINE TO BE
A MINIMUM OF 28" BELOW
"„•,,. CURB GRADE
CAST IRON FORD METER
YOKE BOX WITH DUPE CHECK r
VALVE OUC141-243-RL)
o=
2
z CURB
n s
1• CTS POLY TUBING
WATER METER
200 PSI SDR B SERVICE LINE
CONNECTION
BY OTHERS
WATER MEIN
FORD F1000 CORP. STOP
FORD S70-604
A57 WASHED STONE
SERVICE SADDLE
AS REQUIRED
BLOCK SUPPORT OR
NOTE STONE AS NEEDED
1) CONTRACTOR SHALL PLACE METER BOX IN NON -TRAFFIC AREA AT
UMMON SPECIFIED BY BRUNSWICK courm UTILITY DEPARTMENT
DETAIL
- 1" INCH WATER SERVICE
NOT TO SCALE
T
2-1/2 GA. of cF
EDIATE WIRESI L
M W
W
�1
STEEL POST
WIRE FABRIC
FILTER FABRIC
01
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROLAN MIN. F
D 0
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
m
„NCHOR FABRIC SKIRT PLAN
AS DIRECTED BY ENGINEER
. ,mmwa
L wa[
r-,a/,o w.r ovwc,m
WnuAwz
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
HEEL CHAIR RAMP DETAIL
z 1
PLASTIC METER BOX W/
",,-PLASTIC
STAMPED "SEWER"
TOP 39.0
ebb, �7►.
M
PLAN
HANDICAPPED PARKING SIGN 80 STD. ALUM.SITE WORK NOTES
RESERVED WITH
READ "RESERVED PARKING"
T H IDENTIFICATION SYMBOL. o i. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
BOLT TO WD. POST W/ 3/8^ CANDIUM r� 'O CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
PARKING PLATED NUTS, BOLTS &WASHERS. ❑ 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
`O ® TO x AD " x .ACC STD AVM, SIGN
To READ ' x ACCESSIBLE". OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
BOLT TO WD. POST WITH 3/8` CANDIU 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
PLATED NUTS, BOLTS &WASHERS o VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
g^ x ,'-0• x .080 STD ALUM. SIGN o MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
12• TO READ "MAXIMUM PENALTY $250,
GS 20-37.6". BOLT TO WD. POST < 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
COLORS WITH 3BOL CANDIUM PLATED REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
LEGEND µIT BORDER -GREW NUTS, BOLTS C WASHERS.
WHITE SYMBOL ON BLUE BACKGROUND FINISHED 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
encKcrmueD - MWITE PRESSURE TREATED 4•x4" POST. GRADE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
/z"R( ) /2 R P) -- 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
r[WI-1
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
kEARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
o FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
III- - III -III- PROPERLY PERMITTED FACILITY AS REQUIRED.
0�p"No AND BORDER -GREEN LL�E��KGo AND - - GREW III-h -III-
BACKGROUND -WHITE BACKGftWND - WH°i E 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
=III -III EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
TYPICAL HANDICAPPED SIGN DETAIL IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
FITS EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
NOTES:IRECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
1. SIOEWAX THICKNESS SHILL BE 4• UNLESS NOTED OTHERWISE APPROPRIATE PERSONNEL.
2. CONRYCTION JOINTS C.J. SPACE SAME AS SDDYAX WIDTH.
( )
3. n1lcKw SIDEWALK ro B• AT aRFAwAYs. 11. EXISTING SURVEYING PERFORM MP PERFORMED BY TO KINS LAND SURVEYING P.A.
♦. THICKw MDEWNJ(ro I• IN LAST s' WHERE R ABUTS PAVEYDTT � AND SUPPLIED BY. THE OWNER.
WITH NO CURB.
S. 1/2� IXP AT JOM EJ.) ND AS
AT 3O SITE
AT SIDEMWG 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
Ji1NCilONS, AT srRucneEs. ""D As NOTED °" sHrE F4AN THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
s' PA�RALUEUNG CURSfER OR STRUCTURE, , FELT BnwEEN WALK A'° AwvcwT PRIOR TO INSTALLATION.
]. REINFORCE ./B.B-,o//D W.W.M. 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
B 3W MAX. SPACING HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
i6. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
P� ILLOC.-SRRUCIURE 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
1/8-R TOOLED 1/4.1• DEEP ./A+ AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
JOINT �1/e•R TOOLED JOINT 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
/2 °P"f50N STRENGTH OF 300D PSI 0 28 DAYS - AIR ENTRAINED.
JONr 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
IXPJVVSK)N ,IdNi (EAIJ CON1M*C110N JOINT (C.J.) BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE SIDEWALK JOINT DETAILS 23. SEE GEOTECHNICALCREPORTTNO. ___ , DATED , BY
S FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
-----I _3.•T G A P I_I --- - 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
-llo sop 3^--III-- 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
TYPICAL GRASS SWALE 4 SILT ALL EENCIEE AND ON iINLET PROTECTIONOL MEASURES TAREETOSBECCLEANEDTED EWH NC0.5�FEET OF SEDIMENT HAVE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
SECTION A - A APIPROVEID EQu OR CLEANED OUT AS STATED OR WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
ENERGY DISSIPATOR DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
r P`s<e' ( 7) ``� FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
e• Ac s,OrE (mom 6 IF APPLICABLE INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
SLIP X MIPT SCH. 40 PVC ADAPTER
2" SCH. 40 AND THREADED PVC CAP (TYP.)
FIPT X SLIPLA 2" BRONZE GATE VALVE WITH MIPT X
PVC ADAPTER SLIP SCH. 40 PVC ADAPTERS (TYP.)
2" CAP
2" BRASS NIPPLE
2" UNION
2" 45• BEND
BLOCKING MIN. 2" WYE
BEARING AREA=1 FT. SQ. �2" FORCEMAIN
2" CAP (END OF LINE)
OR CONTINOUS (IN -LINE)
WneNe,;erUwom F19P41E
�MON N11tYs'BW
- NMwMrwn,uapPrg+
RSXI zWfww}pelxrtrcxeaw0a
A1FWwnlpga�[
1 N0.,aRN£f6YR,eRd%1�aIr�,1WY2GI4.XA�A.9fA1Nf'llelai9'.
NI:PYPWA1NNarNTQIeWRRaNT+NWA�R
x Ap;AbroWwatz,LvrNiID'
e AIM,1t�FlowmHYV46iat$'al"IaIM:,WM1Ea4aY11+}eewnP�4r
'1 Til( R SOIUVD A9 T NUATIDIN
Y AuOxPYWMIWINY1NIwRRSHE�d[ANT}5;M6MRE0,
aawlbrueBPOIrcBNb+wCrWew,rE5aiRM,A'
a"'M1N+',
eYALION(EbCa.Wt4HNr
aus
6' FENCE DETAIL
NOT TO SCALE
2" FORCEMAIN CLEANOUT DETAIL
NITS
M�
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
war oar ,naleYne
8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
" TEMP�Ai GRAVELLY
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
4VEMENT SECTION
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
„
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
LATE WINTER &EARLY SPRING
MAINTENANCE PLAN
TEMPORARY GRASSING DETAIL
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
SEEDING MIXTURE
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
SPECIES RATE hh/m.)
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
Rye (grain) 120
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
Annual Ieepadeza (Kobe in
Plain,
nin
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
Korean Mou Mountains) 50
THE. SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
Omit annual Mepedezo when duration of temporary cower is not to el
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
beyond June.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
SEEDING DATES:
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
Moataina - Abo a 2500 ft: Feb. 15-May 15
Below 2500 R: Feb. 1-May 1
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
Piedmont - Jan. 1-MW 1
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
Coastal Plain - Dec. I -Apr. 15
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SOIL AMENDMENTS
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
Follow recommendations of soll tea, or apply 2,OD0 lb/oore groaed agHwl-
tural limestone and 750 Ib/Den 10-10-10 ierUlizw.
q, DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
MULCH
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
LB/ADRE srraw. AA HORDISK STRAWITH In TACKING ET EAT1 ASPHALT. TRAIGH CANND,
OR A MULCH ANCFIORNG TOOL A DISH WITH BLADES SET NEARLY STRAIGHT Cµ 6E
OR A MULCH
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
USED AS A MULCH ANCHORING TOOL
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
MAINTENANCE
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
Refertil'ae if growth is not fuly adequate. Reseed, refertilize and mulch im-
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
mediate0• following erosion or other damage.
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
TEMPORARY SUMMER GRASSING DETAIL
IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OOR R IS DAMAGED.
SEEDING MIXTURE
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
�� (b�aerr)
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
SPEM
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
GERMAN MILLET 40
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
IN THE PIEDMONT µD MOUNTAINS. A SMALL -STEMMED SUNOANGRASS MY BE
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
SUBSITIUIFD AT A RATE OF 50 LB/ACRE.
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
SEEDING NOTES
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
!.MOUNTAINS - MAY 15-AUG. 15
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
COASTALPLANIS-AUG. 15
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED �-
SOIL AMENDMENTS
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND �.
FOLLOW REGOMMENDATIDNS OF SOIL TESTS OR APPLY ZODD LB/ACRE GROUND AOROIL-
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 rERlluzw.
WILL BE KEPT CLEAN. I� :
` V
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
MULCH
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE (�
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACIa4G WITH ASPHALT, NETTING,
CIO
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL CI J
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
USED AS A MULCH ANCHORING TOOL.
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
MAINTENANCE
RVERRLIZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFUTRLIZE AND MULCH M-
SPRING -SUMMER
MEDWTELY FOLLOWING EROSON OR OTHER w4ADE.
FALL -WINTER PERMANENT GRASSING D
PERMANENT GRASSING DETAIL SEEDING MIXTURE
�50 TE f 6/anWl
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SEEDING MIXTURE
S RATE hb/acre) OCOallas I 10
TALL FESCUE (BLEND OF TWO OR TAIL FESCUE sD
SPMES �� i��auM)
Rye (grain) 120
THU IMPROVED VAtlERES) 200
25 SEEDING NOTES
SEEDING DATES 1. WHITE A NUT APPEARANCE 5 DESRED, OMIT SMOND,
SEEDING NOTES
AMR, - AIL � A PEST. I1 MAY BONLE WITH 5 b� R E-
MOUNTMNS - AUG. 15-DEC. 15
AUGUST - DECEIBER
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS SEEDING DATES
SOIL AMENDMENTS
ARIL 1 -.IDLY 15
APPLY E ACCORDING 3.�-'J)�Ib/am
FOLLOW SOIL TESTS OR APPLY 2,OD0 LB/ACRE GROUND AGRICULTURAL
NFERRU
THE LOWER RATE ON
1,000 Ib/Rare 10-10-RAL 10 FERIEUE�L° SOIL AMENDMENTS
LIMESTONE AND 1.000 LB/ACRE 10-10-10 FERTILIZER.
APPLY IRE AND Fam.®L ACWRd*i-* 104 =8, bRP%PLYt30
MULCH RUM AMECIATNE LWESIDIE AND 500 b/aae 10-10-10�`FER IIER. i
MULCH
APPLY 4,D0o b Rare GRAN STRAW OR EWNAIENT CARER OF µOTHER SUITABLE 40I-, 2 1} 2011 I.
APPLY 4,000 L8/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, FEOING.
OR AMULCH NG TOOL A DISK WITH BLADES SET NEARLY SRAAKAR CAN BE
SCH. SIRµ BY TACKING WITH ASPHALT, ROVRM„ OR METING OR BY CFW-
NG WITH A MACH ANCHORING TOOL A DISK WITH BLADES SET NEAId_Y STRAIGHT CAN MULCH
USED AS A MULCH ANCHORING TOOL.
BE USED AS 'A MULCH ANCHORING TOOL
APPLY 4,gOg b/oue GRAN SIPNOR iIRI CORK OF NIg11ER
DATE PRINTED LD MAINTENANCE MaN1ENnNCE MULCHIL W""� A 10
IAiD AS A MUCH ANCHM NG TOO.
Repair and refertilize damaged area, Immediatey. Topdres, with 50 Ib/ocO FERTRRE ACCORDING TO SOIL TESTS OR APPLY 40 Ib/oae NRROCw IN JµUµr
AUG 2 5201E o nitrogen in March. N tt ,e .a.ewry to azteM tewpo ary wY. OR FERIA WB. 40 b N SEPTEMBER AND 40 b IN NGNEIIBER, FROM A 12-4-8. MA04jENMCE
June 15, overseed with 50 lb/acre Kobe (Pi.d= AIM Cmetal Plain 15-4-8, OE SIMILAR T(1RF R7P°IRw. AqD FERIARER MPLA%BONS DAM
or Korean (Mountains) lespedeza In late February or wry March. WARY WITHER, AS THIS NCIMISES STAND LOSSES Tb DISEASE RESEED, FERTILIZE, REFFRRUM THE FOILOWIND AFRO WITH SD . NITROGEN. R6FR AS GROWTH
AD MULCH DAMAGED µFRS IMMEDIATELY. MGM TO A HEIGHT OF 2.5-3.5 INCHES REIRMIM MY SE MDOM ONLY ONCE A MERE A NOR APPFMANCE IS
AS NEEDED. D611ED. OMIT SERICU AND MOW AS OTFN Al HEEDED.
REVISIONS
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DATE 08-24-11
DESIGN PGT
DRAWN EJW
C3
SHEET 4 OF 5
10045