SW7110601_APPROVED PLANS_20110613

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW /!�(�/
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEQl��
YYYYMMDD

Provide a ground cover ( temporary or
permanent or exposed slopes within 2"
calendar days following completion of ary
phase of groding' and a permanent ground
cover for ali disturbed area within 15
working days or 90 calendar days
whichever is shorter) following completion of
construction or development.
HIGH DENSITY INFORMATION
ARF A NUMBER
1
D S URIC;=D AREA
4.78
!
AC
I
MPERVIOUS AREA
43,473
EF
TOTAL DRAINAGE
15,96
AREA
PERCENT
I
60%
IiJPtRVIOUS
MIN, REQUIRED
5345
VOLUME
.
rVwld, so-eW ,,oao
V
ME OR UNDER-
GROUND ErWTHE LOCATION
WOW SHALL BE RESPONSPERFORIBLE FOR THE LOCATION
GROUND WORKINW18E
811.EACH
AREA OF THEIRWORK THE RT
NC-
HOTIFYURS
ONE CALL NOURS
ONECAEXISTINGUENTEES RNT!EMBAOF AT
UCTIO IN ORDER
ING CONSTRUCTION INND THAT EXISTING UTILITIES
`\
IN THEA AREA STAKED. ALSOTCTTHES
W THE L IN WAY AGGEDAENT STAKED. CONTACT THE
WAY BE FLAGGED
SCHOOL LOCATE
DEPATRACTORSH
Krow haYsDe C':v.
CARENY
THE AREA. CO SHALL RE NECESSARLI-
THE AREA. ARY
Y
Cdllyefore
AREA KNOWN ORSUBEALLD
CONTAIN
WHEN EDT, COMAN
WHEN `GROUND N AREAS KNOWN BAND
Vic_
c'q. UNDERGROUND tlfILRIEB,NCLUDMGH4IIDOKKNN0.
DI
No-thl
'Corgi'' Ccll' Cen t.r
LIMITS OF DISTURBANCE
AREA - 4.78 AC
CO`v1PA.CTED ARE S AND SPREAD ;C SO_ 4 'NCB -ES DEEP
ND VERSE SOIL CONDITIONS, Ii= APPLICABLE.
ENTIRE AREA c INCHES DEPTH.
ALL LOOSE ROC,\ RCC-S, AND O-HER OBSTRUCTIONS-7AVING SURFACE
JABLY SMOOTH F ' J°sIF0RN.
C-RICULTLRAL E, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
TH SOIL.
JE TH LACE UN "EL PJLVERIZED, FIRM. REASONABLY UN'FORM
D IS PRE�IrREC o INCHES DEEP.
rN FRESH_" PR_ APE SEED3ED AND COVER SEED-';GHTLY wl'H
G EQUIPMENT CU_-,PACK AFTER SEEDING.
AWED A _LY AF R SEEDING AND ANCHOR `✓JLCH.
ALL SEEDED A _-S AN'D MAKE NECESSARY REPAIRS OR RESEEDING
THE PLANZING A CN, iF POSSIBLE. 'F STAND SHOULD BE EVER
aN:AGED, RE'ES-] GHED FOLLO'dt'INC ORIGINAL Lli,IE, FERTILIZER AND
G RATES.
NCTOR
SHALL
DR- 'DE A PERAGANEN' SEED COVER ON ALL AREAS
BED DURNG
C0\ -U TICN
OPERATIONS,
INCLUDNG ANY DISTUPBANCE TO
AREAS
?HAT
J'J FE SEEDED
DURING PREVIOUS
AORK.
DDRS ARE SHOVdI t I' INCREMEiNTS
EET Cv01 7CA ",7°ALL SITE LAYG T AND CONSTRUCTION EG,TPANCE
EXPIRES,*
WN 06 2011
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PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICE
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
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Ile No.
11014
Scale: 1" = 50'
Sheet No.
CM001

PLANT SCHEDULE
NUPIBER
NAVE
MIN SIZE
lSPACING AND NO,
50; 200 SF
S'^SAG✓1R G"il K',;`VEED
4 N
T50 3' 0C
/2�0C, cF
S`�,EET BA
1 GAL
1213 5' ��, C
i
40 EA TREE
C0�V,','ON RUSH
4 N
175 EC SPACED
I g 200 Sr
INK BERRI'
SAL
20 5' 0/
'
1 i200 SF
RED MAPLE3
GAL
15 EIS SP,gCED
i200 Sr 'I
S'�UR JO0'D
3 GAL
15 EC SPACE
i
POND PLANTING NOTES:
PERIMETER SLOPE ABOVE 10' SHELF
SHALL BE PLANTED IN GRASS PER THE
FOLLOWING SPECIFICATIONS:
TALL FESCUE 80 LB/AC
PENSACOLA BAHIAGRASS 50
KOBE LESPEDEZA 30
SEEDING DATES
FEB 15 - APR 30
SEPT 1 OCT 31
AMMEND SOIL WITH LIME AND
FERTILIZER PER SOIL TESTS
MULCH - 4000 LB/AC GRAIN STRAW OR
EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH
THE 10' SHELF SHALL BE PLANTED IN
AQUATIC TYPE PLANTS AS FOLLOWS:
I GAL SHRUBS/ 200 SF ® 5' SPACING
O/C
HERBACEOUS PLANTS IN 4 CUBIC IN
CONTAINERS AT 5' SPACING/ 200 SF
TREE - 3 GAL CONT. WITH GRASS
LIKE HERBACEOUS PLANTS MIN SIZE 4
CUBIC IN. CONTAINERS / 200 SF
SEE PLANTING SCHEDULE FOR PLANT
TYPES ALL PLANT TYPES SHALL BE
USED EQUALLY AROUND THE SHELF.
POND PLANTING NOTES CONT
CONTRACTOR SHALL TOP DRESS THE
PLANTED SHELF WITH GOOD SOIL
MATERIAL TO SUSTAIN THE LIFE OF THE
PLANTS DURING PLANTING.
A
1
1
k TYP. DRAINAGE SWALE
Scale: Not To Sale:
STOVE FLIER OF T' OR010. PLAP.ED
ApASIST R WM RNERE REMARM
8'-0" MAX 8'-0" MAX
PPROVED SLT t! x r RSE rl r-9• INN
L ERM 11 MFSR BACKING 1; NOTE
ASPIC 11. 1 A'
r x r elm POM
amm
A. PUFFS SET AT 019ARIS OF r WHEN RI EARRI aAQff{L
L ANO10R DIM IS r x r AND Fu 0 70 SE COIWAC7ED.
C. PROMl1E AOERSIATE ENCAVA7KSI N0 AO OF SLT RI 70 AOf AS A
VODOTY BREAK AIO SILT 7RAP.
L OCKMAOTOR MAY USE MATERW. OR MERIOO UPON APPROVAL
FROM 101001M
SILT FENCE
scale: Not To scale:
INV 6.0
CARRY RIP RAP UP =eF
1E-MPORARY STOR
SNVdT_EL E R 5384 C
PERMANENT POND VOL
14,036 CF
1' SEDIMENT STORAGE
BOTTOM OF POND EL. 0
2 WET POND CROSS SECTION
Scale: Not To Scale:
i � 8
010
_. r. j a L.
DRAW DOWN DEVICE
3 OVER FLOW STRUCTURE
Scale: Not To Scale:
MIN.
2' MIN.
Q'0 �1Y00�
NO 5 f14SPE _STCNE
Ow LyCC j
0 O 0 �CQ�('
NATJ-AL GRACE T —
LINE CLASS 8 RIP RAP
WITH t L`ER FABRIC
E MIN,
IFREEBOARD
(MiN.�,
CRPTH OF
DITCH
10 Check Dam Detail
Scale: Not To Scale:
DRAW. DOhN
OUTLET AREA
1" ORIFICE EL6.5
/ T
I
10' VEGT S-E:
10: 1 SLOPE
—DD of SRELF r
BOTTOM C S-�E-= 6
NO,ES
1. STRUCTURE C^N BE BUILT FROM 8'
SOLID CONCRFTE ELOCNS
2 SUB 3RADE �. I_ BE SU.-4BLE FOR
STRUCTJRE AN- COUPA ED.
3 PLACE 6 �LFAN STONE VTER
STR, ,URE F R SUPOR
4 PLACE CLASS B R!P RAP TER
. FABRIC ON DOVIN STREAM END F ..JTLET
APPUCIAE AT ALL PADS OF NNW A EMM UNTIL SM 16 STABR= I MOUENT OKCNS OF TIE OEM
MANWIANCE IIUST BE PROMRD.
N 31
A x40.4T. i S Qt / S7 "a SIRE 5NN19E URA PAD M 6E 60Y . 2ft . 6')
B ROM RAM KiF10W TD ACCpAKDATE LOW= TRIIRS IS TO BE PRINW,
4 TM ExTRANfOS7 SOU BE LOCAIED TO PROMS FOR MAMMA! UTUTAIMI BY ALL CONSiBUCM
S
4 MUST BE MANNED N A � *0 TEL PREMxi E NECN6 OR , KEEP ME OF KW.
ONTO SIREEI3. *M S M ff O( MIN STRE RMU 6E E OJA ED RA KEEP 371E RI NAM.
E ANY MAIEI6AL MNN SRLL MAAR R CNfO iNE R41D MUST R: QLdED RBBDIATFIY.
AND T&Uy 36" RCP
Construction Entrance
Scale: Not To Smle:
TOP OF POND EL. ?.5
3; 1 SIDE S SPES Oti
ALL POND BANKS
7� FOEEBAY ota')28G'COF
BOTTOM U= =SREBA" E-.4.5
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PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
11014
Sheet No.
Cmm,002