SW4080101_APPROVED PLANS_20080723

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
/�q I
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
fi-APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
6n?i2 7A 3
YYYYMMDD

`i C1 ti� i Cl VILISI TE DRA WINGS
O
NORTH //�t�l
M� @ I FOR.•
g COL UMBIA D E VEz OPMEN T, L L C
DOLLAR GE-NE-RAL STORES
IVOUNTAIN VIEW ROAD
KING, N C 27021
PREPARED B K 0
D A RD EN ENGINEERING SER I/ICES
184 ROLLING HILLS RD.
MOORESVILLEIt NC 28117
PHONE.'
704� 66J— 77J8
704� 66J— 0219
0
/ 4
I
1
0•w
�l
i
9
014E OHE OHE OHE
OWNER INFO
COLUMBIA DEVELOPMENT, LLC
P.O. BOX 10325
GREENSBORO, NC 29404
[phone]
CONTRACTOR
BRAWLEY CONSTRUCTION CO.
954 OAK RIDGE FARM HIGHWAY
MOORESVILIE, NC 28115
[phone]
SHEET
SHEET
SP--
SHEET
SP--?
SHEE T
SP— 3
SHEET
SP-4
INDEX
Ls�r permit DocT
with these ducun„ _t,_ :.
,,Trod by ttie s€ormwciier permit. North Caro--'�l
require that the stormwater system
i�­ct during oonstrucuon; certify conformity t[r- ko` ;
s .<nd specs; ai' d certify compliance m!r. tr;e
rlwat2r rums ( i 5A NCAC 2H .1... i -,Date'
% 1
'::�r;'::E n- ►V J;'' �C 1 c
NC Division Ut
_Revision M? '7 L t
JUL 2 1 ZOOS
DgNp
W0. an k ( All
water Branch
DESCRIP TION
CO l/ER SHEET
GRADING PLAN
WET POND NOTES/DETAILS
WET POND NOTES/DETAILS
l/)
L.0
U
w
z
w
o
w
Q �-
°�
z_
Z
o
L.0
z
Z�,�'
m
r.
N
Lu
00
lJJ
fV
O
C
w
(jdI�
zz
z
z�$
0
p
EL
U
C)
,4`�gtlegey�jr
9255 4
�. �..•�;
I)Aia�
U
O
A
G
zo�
Ell
U
z
O
C
CD
z
uj
ix
8
CL
8
a
U
m
IIIIIIIn
•I •I •I •i •1 •1 z
�v
c
0
C
O
C
CD
C:
a
t
� �z
L z
O
O �uh
O a
a
❑ Y
C)
- - -- T-
' � , •r ,' t., 4; i f-��t{1 tf ++ ;..,"''1 �f '•
.. 1 i � 1 ' 1, .... +.- .' ! ,. ' + r �' i � f' -� {h �i , � Y i' � �' 3 1, 1•t r � ! } S j "�,,
aU #a'9qj
S P- 11 a

A V o
-4'--
�i-- { '{i- j i � � �-�i tr �F ��� -�` —T'rT �i t i t��'i � �f I.! __'..� �.�..���'�':e�l� p♦+.

�*' �s r3a-k- 1-7C)
100 YR S7nW - 478.2' OUTLET STRUCTURE
50 W STORM - 478,1' WITH TRASH RACK. IJ77MAL -WELF W/ WETLAND
25 YR SMRM - 477.9' PLANTINOS, 10' MIN. W 07H
fO YR STORM - 477.8' AT f' aY SYOE - 477.0'
2 M4 S70RM - 477.5' A Low 9D1E` - 476.0' 12 FREEBOARD
TEMPORARY POCX aEV - 477.2'
PE mummy POOL E4ry - 476.5' f0' MN. 70P �F DAM
f E4,-V - 48a 0'
EMEROENCY WEIR
. ...............:::. .. '......... ...: '. :::: ' .... ELEV - 4720'
...
6... . . 5 EMBANKMENT
�o ANTI -SEEP
BOTTOM OF POOL ELEV - 4685' _ COLLARS EXTEND 24'
MAIN POND N•
CMU 9AFFZ£
R7P Or BAFFLE - 477.5'
SEE DETAIL ANTI -FLOTATION PAD
20'INVERTED WATER QUA UTY ORIFICE INV IN. OUTLET PIPE
4745
LOCATED THIS SIDE (SEE DETAIL) llvv OUT 474E0'
55, Lavo
BACK OF OU7ZET SMU107VRE SLOPE: 09x
LOCATED A Tor or f0.1 SLOPE
POND PROFILE
NOT TO SCALE
WETPOND
AQUATIC SHELF AND BERM DETAIL
100 YR STORM - 478.2'
50 YR STORM - 476E1' OUTLET STRUCTURE WITH TRASH
25 M7 SrCRM - 4779' 12" FREE BOARD MIN.
10 YR S70RU - 4778' t' ABOVE INVERTED WATER LITTORAL SHE7.F W/ WETLAND
2 YR STORM - 477.5' PERMANENT QUALITY ORIFICE.
TEMPORARY POOP aEV. - 4772' FOREBAY LOCATED THIS SIDEPLANTING$ 10'MIN. 77
PER7MANENT POOL EZEK IN FORESAY - 477.0' POOL ELEV AT Low
SIDE - 4'
78.0
SEE DETAIL EZET� Ar LaW s7DE - 47'B.o'
: '.::, :.' ' . ......:.: ,
I I I- =-1 i 11I _ �- I .... S_....... r0:r ........... ......p 24" MIN.
?� ti MAIN POND _ t0'- 0' _ n
' RIP RAP BERM
AND WEIR
CLASS B RIP RAP
'N 15" MIN. DEPTH.
SEDIMENT FOREBAY BOTTW OF P001- EZEV - 466E5'-
BOTTOM OF FOREBAY ELEV. - 473.5'
At4U BAFFLE
NOTES W04rB SEE DETAIL
1. 4-6 INCH LAYER OF AMENDED SOIL IS REQUIRED IN ANY
AREA WHERE PLANTINGS ARE REQUIRED (SEE SOIL PARAMETERS).
SOIL PARAMETERS
80X SAND
2OR ORGANICS (CLAY CONTENT OR-8%)
INFft TRATIDN RATE 0.5 IN/HOUR (1.0 PREFERRED)
pH 5.5 - 7.0
P-INDEX 10 - 30
WETPOND PROFILE
TRASY RAOY(
30' ma
4' CAP
INV. 476.5'
_n�� 4' DIA. SLW. 40
PVC PIPE
INV
30' CMP 27'
20' CUP I" HOLE IN CAP 'fir LkIP
INS! OUr - 474.5'
SZOPED 01>a
4745'
• �w '4 y
473.1' i
SYDE EZEVA27OIN 44' CONCRETE FILL FRONT EZEVAIION
FM ANTI-FLOATA-ON
WET POND
OUTLET STRUCTURE
AN7I-FL0ArA770N CALCULA77ON IV rs
Vt7LUME OF WYD: 2.7' X (PI X 2.542 / 4) - 1125 CU FT
NE 6HT OF WATER DISPLACED - 1.125 CU FT x 62.4 L99 / FT CU A 827 LBS
cavo E7j= NEEDED TO COUNTER REACT BOUANCY - 027 LBS x 1.2) /150 WS/FT CU - 5.62 FT CU
- 6.62FTCU/(P/x2.512'14)- 1.4'
1.1 - SAFETY FACTOR 6z4LB/F'T CU - WEIGHT ar WATER T50 LBS/Pr LYf - m7atr a- cavmETE
TYP. SAWED CONTRACTION JOINT
SCALE: 1" - 1'-0r
L- ANTI -FLOTATION PAD
BACK OF OUTLET STRUCTURE
LOCATED AT TOE Of 10:1 SLOPE
AVM C
NOTE
THE =NEnESS0
=0MRA
DURIPRE
47&0'
477.0'
Q�
FOREBAY
ti
CONaM7E LINER
'J 1 SIDE SZQOE
2' 10'
n I0;1 S�- L p�
iL1/R/FT 6WX FASWC
OR aWIVALENT
RIPRWO14AND WN
a ASS S RAC RAP
15' TMW AM V#CiAM
SECTION THRU WEIR
M rs
478.5'
2•y
S,� POND
' ZF
19'
10 ANN. E7Y7E71GD Cava 60
��----la'---•---� . , .ttw aF DAM 4W0•
-INS 47RO'........
ro me or
:� •.AWA
SEC TION A-CtaYCRE7F LAW? SECTION B
49'
•, : ,
. .+'
INN\/\
oF 'loll
\
!10.' • ir
EMERGENCE' SPILL WA Y DETAIL
M rs
IV07M
1. CoNefirm 0VER ro BE 4" 71ra'Off
30W PS7 COAk RE7E MITT! 06
W.4 x W7.4 *W
�f0AIIM 2. 9M WAY S710t W 6E Pt7UM AS
A SSNGYE SALAD S7:AR
A SAw Awn TV BE to' A0
EACH WAY
--a•-- &aFIE ARIECIKW
The rAWAurraabW 0W~ftM#WMCBMPAAemml
rem 1te
Semple lfmaec&w and Maintenance Pmv&'aw for Wet Dlelen#m Bss/ns
awaw *ru
Pd*WW
Pore Mbleprtabtare
The aq"aw
rMWAWdnb&Pn"
Ahrb'arhbtednb
rho pus*M"afewW4tdbt r
dbwrreal'&NAVWM*Vgrfea
Rkrpard ftmrArnrsamm wyb
bM'abr
+6rnrert
Ahepr�; amdAhmnpAavrrr
pAis+d cvwwand>vrbr•mA61A'b
eabahbhad RwafoteAanratdr
a*& M&tllxAr'4Wd=*n
VagrdsAbn/a Am S&xtcrbokt
0hAW Of
rhepKOerTs ��
Wrabp Ahepuiamt Dtspo*edvm
71whMtdrrafap,•p�awsraAr
agdara>fdtllSerew
1TiapdwA�a�ratuda•aah�rw�eeGvnApaal
bmP¢aae
if 0=07SV htAWAM/r
bhe**"h'nawrs®yb
a7n0ArrreoNera�dpvovAd* erawtan
v**vId WWsszx* wit0dwead
bs/teraftk�dr/a9prRp b rvdvd
A&W *0 eromrtaa.
The vlge4aW&w
7ho nwh kom" errtm w
7ho &7*a*mnt
7heou0111(dPAW
7h*rd rawvwalAIr
Wseas"Pr"Wd
god praltwohowald
6muft
ArtmWtomakdgb4Wbet^W
PglwrarrAW dtbarndarr
WSMoIr a you wrrt
tTiid6trrrf Ines aaawttstMrd b r
PrsrAarbiam b!e a�4•m/da�r•
eIL•r+lPe 0A�•
0WRIX afASearous
dronwhvAWWpaft
■b arN*M
4kw/Ma*WW10V warAhe
0411a7rueWh9P CffWbyarrr;WR*VArAr
pvaabormofamriuehiowa Ahat vM arbanuhrrxrt
meiaidvrrpula
tPKuraaadwrrrt
r7er OYNAltd� Ar
1Eww"a'ddawsowardwa prAswa
00ornadrf Ahe oildw
r►n Aria auratbnavrf andd6trpaae of
' bcaA(am wal*ra re wsa7'ndtA9ua9
� b a6arvrrs arthe
olr adFiAitampV*matdrrprabaabran
er rabbraaad bafnmAf SIP or
ryrprabAarM.praysvNtrtter
rN bhe "*etr, PrAwSW AV
b'PMffAdrArtmsd N919i &w
to *Mffea ftW eSwryft
rreavnft bb*dP %*MbW
toga
W"vm*WMV0f&WP *WM
kftklR)s aNaeft eb RWN*
rndtern andreyofSwPyprAr'.
fbr saw,** 6r8Stber4pradt to
GilAYah rho grotaed ears' A'e eoI
mdlraAre A` Ar »eaaemrary:
�natlea wsaalR Pby
h'p*aAtatiteArr wsPsk'an
cats rav+s' bham swrla9hw
*farm* &wow offfasedft"
s'�Mdy Aha pra6�trn,Yp0ss4bAs
r►v **Pole sr�neintatd d�0osr d
loraebbn slxrr re wsb'nataruar
ab b sees7rs a'vr*6t�t
u1'apabrsrt0�*nd
oavMa�algrowve
rue vroplmMit by w A4arn
m tafds (0bn01* vzo .
law aftft kmneo44r w.
dt+mrsAeyspur06rl�b
e brr�
rr o&vie orrmder•1w. D%Pm
0**r$raantdtT•alta<
rQUAWRW(%W0ft% WON
rFcr►eptawthe 0ra7*fdlavk�
Is7 Ahe+bpdA9CDA�6rr of
0► n*VLWat9f9.7'RR1786E
amp(p claw aaa"V*KVwed Tft nadel VH*wftWd %Wobw9 mahra'beaochA7d#OR
saw anSOX=U OW AWd9V8undn7tARffi*P*W*8 rhba0ovntratsd8dVbAh&
IMianbhaparmarravrlpaatdlrpAhraadsyD' belk►themurArPored U +r'hrsldoW
borwlaoMat
WbwONPwrAftvPadcreAA`+r+�+� AmtArvMA *W,,AlesmOmw&Wbe
AVVVVMd
F001 B,BVk11Fi7AEb y 477.0'
PA4MAM ENT P170L t:Z Et /. 478.5'
8 VT1; MVAL,J F.474.5' � SEwmevTRawvALsar! �•5' I/0C
BpTTOMSEY4Z f-47 MV alorTOMEiEV 46U
A%VE94Y STt71RAOE MANVP AV
Vegetation Malntfelyance far BMPS
ArnwAdhn�u�brw
dGMrdAfeadr•4/andpYevr6raharaHdenxn0wdsenda6bpao�aaddf. BaEv*
bhsrAuM;9rlyddr r d� s0ro4e Ar iquitrd, A're acres
daerKYiA�araa�vdkfbri►vee�arArd Nb'eeesrrreprrb
deAumi>arx reahauAdbr wA'sa+aArdbu>u6ra ulrry�
FrvAlibrdbrra4roraHonybs uaadbr aruer0otaddr o!AhepanoY
m�exktrd'n+Aaanr*flprt AbAirGliorrateauSdbr rrarddn dMAarx/a
AlAxal ah*A' TIM dAwdlLniwareEGlaPlrbaran
rrgwObhayrew�diravaarahs»�(a4rnpie obi was,
ovwueas suari uMAiartbgJ. krteaa0satiaaldb r►andtad
b*AarrknendAhertdA+vbdt�j'f�'+Myl1r. fi�rr
dgn bb caamlodaeddrn�fnerrA�S apanubnMAbr(mrNert ar+�
graanampel ar0vrarnNWAHk
„ WlrbnilPdAheoTv►rs, dre
amd�dtlM nprAedlax as walataa�i6raelj•b
pre anm ft W09A bhn 6vto d6roru WcnndNft 7bb cm
O�+D'a+axrovr�slitMdbypramp� wau*rtaandrh XM�a
J¢tlrlrAhir f>� 6nta�Pepamrasnantkryr*dtanayabrt tr
#WAPro ftWbAoraftpmuww*Wftaht
aw arsvtr & A tea, or►Aq�+r r OyMraoy.rAaa�r.
rmakahrvaoitaSdae rswovrdbe>tra wdrrAirbprrrw,frr
AaiurAevondroaWrAR WNire�PNdtArvrsaaewaryhYm
At*Vvnfta wsmparrka**hfhedawadrgv&mae
*cwvoft flalmw *DoY W0*&&WVV#ft The r-W*r
► mRr� �'�bY� he anaodnta
rwadurAedAxAaraPararyergaWnaombaG Wbadi�meyafwbe
r%*vdA;ow&n4hvesMrorrdwWadLr4malrerr&Aft
vw atSr andat-0Ppt�R Ahattara apedAfcsty♦nau►rdhvm
bTrabrr*nVf dAhe �xmwrAar;
eo9bwtaeh
*sods 64at *0 0* Apsh Ve
Ph#*WkuaadbOft b andAwwv@dmd;a ra&
Ai.NLIr �+4rehaotsl>rtbr and beutab assu7te a brMifrr
17drxwklP atarmoebrrmtinnyytmrreae�sssyAarParbtae4x'atoedrto
krdaseae Ahe w(PA'dkid�iptaPDoedmanal, b rod�r Atow
obur6daMfamr, rod bkrc>a►aae 85sdnmk#enrn0e Arlb
■oaaaeatlaenAarBAA? Tai9"rnrsA.vA•�bealAxASsmaetpKleaw
na pArar Af r BM4P (*adopt A:rbrdlEra) rend shor+tfd be nrrAendre
aoan aaPo�dbs
SAetoargr8sp�i ofAaA'baMsptsmfadkl arrMsrvarBA4Pse!'
rarlvkar sAot'kW L�rr udreufd be 1a4*vr tctb da+�lor gee taws
mob ,wlY 8*M *relax
flVAft and ft anrxab7 dsAr 6sa auadAlaa sh0atlba dreted
PAVXWWftffA4&M& FwapaApaonda�nugeaAgwHUekprrdbwaromPtrAnr+ndtb
HtenavrFaal TAt11tc prsnrrlafsmu�lr dt'N b Tlrssaneeeaurr err aEre*rgd
nrararaaaryafsfTPtYwarr,•p+haaer dk>AbrrblCmvya
rrpuYedrtanyAfma AAssrraaaAa•aarrbab�hrsb,7tb0r A7�
Ane�iemlr airs Aena6pq AtorrBrgPAapbwnfeeray A�o�aaatiaby ddYea�
sR prBrmG andpAfadAmArAt a17faS/1lrafernmgpie Aecmrmadb!'Afe
artrmdebmwarip, grr�t, uxudrtadbraw AhrpYlind! The use d
drrrretas+rrrl�lrrlyor�6rsharafdbrrrvatoWdt Faersrdmrvasa
can beuasdb drl�ranbybt7ie BMP. lras Aw6rrresR brr rr*dq�
prterrt#a9rrr�,�r hf�dPEkfuMm{o*0hervp�
MbwATPdPaererdMherbsaaawa�aesaamdwf�bwent mpm*ajy
sear ar*dhmwatr /Mrs art; A r� of abed +Fr1yM
saaWWAMr VOYIAsm Atbw�6matiaailbeasr+i�c�nAdla4
howsvar, �'�4' wfimrrprrrpnnardt6raaaflierka Aa �'�
AMsF Y88/1 � �P d�a °ham, ba�aseK
kr/reNEhyharburaearnadrmaEK shatddrMrarbrf n�►r mar vMrarr
1-FT MIM
SEDIMFIff
srom0E
"Speak""
• rree=VMhrmrratbers rtVMAWfiwdaata WA abanomd motet orovmr
a9n�nMArrtslgva*f*r'Ahan2kxariea
• Sc1�':k�srodtrrem�dr!/asd�CrBlwmrWsdana�88hArs(dbela�mye�rd
wA7hnar►xva&W10%clay (46DA &W rot&W C4w&*vAW .
• A fl*ft♦o ct &Wof 19N byd'y peW kr&vLw p1mW no
rroodyaped*aand 59fifor Aafam urns
• ThrpW&d Mi bobehm m 4%5amd7.0 b'vuapHAr64rotnlrldeofft
Tanga A'meybertad6Ted wady pm* b ktA• ew vmPNorkow nekte and
*rdJ7rrbkrwirrA'm�E The,near,4�ztaud6rtemustbemLradtna
ktb ft wffpv*rtoW&
• TgaroAsfadrp9eAx�varr (A•t W'&b80 t 4Pr-WW0fft ao/t/f
6td0ade 1b#WS& 5a &W5i1&far&9fiWWbb0&OW sTilthraBMP
Awlyd
PmAwwar, Gradow endIruAr saw
• V09AWbnw0kaft AV4L"0f$bmmtart eMPfaraB(yra,ai obe
mrrA,r e�maavntarmdetdaree fits 100awnanded bW the
nmxA,nd'narnatattorpraaidstkwnavve vegatafAOv,bereda/na?dandp�cte0haaf
Vatgsbftnpmtbcvamarae4 k4tOW WOhYA 4 M*IntadM&Vsdf/samd
AbB7 mvrautdnotee dearodendhrm�*sAedAxrrseln BMPA�Jpdemt
• Amav Hratna m4n ,hawbowInKriedIn vawftvftwavrardAWto
AtftM cmPscift Sag' aeon cm lead to OW f ffwr where
ka9A6arAtotArakeyArcaE:rtnAlrhaacvm. NameAada!*haagearhesvy
equ/pmentshou�'dbea9astaow�1Nnvieaf0•mwa1drBMPt80W&wa4W
ale daenarg srrd gra�haw bean I*Aad, ax�aWnt b ercavaAr and
garde ff nareded to com&ud &&OMP.
• Ewovabbe&tOWdnot bsaftwsddurbrgtsWarm&m4adv&WAbna,
• Eft*ofiauAdbepe�me�a'bymecYtnaevYaperavn9adiaeenlbtha
SUP A+aWa mrndeahVWequ*nent*M-now kvatgnwrownw,
or Mw AWgwd, h" presxw &=ahatddbeaAawa9anvmbottomof
Atmhvzft orkrAgu twr BMPa Ynm* krerynxW goaraAa kr a OW fiwW
Abrawavzift &M tw Aj7ht gwt bWFR0dVM*dprraswr egrapmwl
Artd&MMY/#0 Amar0orravtedio 1 bmAadhnr ON *trbeopbanNntrrwm
of 12hx*m In afi*rae m wlrerr ed badb7Isa owoerr, Nkr deabab&
b aonyosctvw WNto Avm an hrownwaW Aw*rb*Aww Ahabaffmof
Ahe "&no,&7donAomaairgll phy so&
• tfdX[F&PevMA47 uNIftdm8110"m100VBMPAsd/I0VanodkkVWAV
wnurbu*&A PM7 Me A:p 6b 6Mdrae 0fag9 &W&W beWed Ab MV
ahapcaax w�4m vM Aare dad*viaPbrsm: AAarA'�pls0p�mpbtad, na
MsraanabrWffQ7 edlA ~beabiowar hNmam4axwptl6rpb
&drrAW*ui2 AAr�endoflmra4abdaahauddbensvnavad
b+eAva APIs ptaaarL
• Gi�obhsaa9vA76daatraovlwbHitdpaoOtor&heapsarAedaa7mbcOfl4b O4
naGai�orp�aae�menia/mcafdnolbepan4rmed/f8iae09laaahnaAonS the
ao+I mbrhae mhdcad Pod pvaa*d and gredad,by exeawalays rndbrburc�haea
ap*ralkhPadyeaw►fb bhe BA4PAraq�r: 7TMacpmWlrsn ahaGs�beplaOsdA•r
horblaytwanotb *turd laktdmaP*rA9lATrAhe em7brare* ddM
bLNArilc�;
NafaIf&PWffhasbwsbaoWladtWowvndafare bVpwW0r& u,
remay
tateafAheaod'Ax•PNasw9lBeamlanb/a/acAlrltj:IJdrsm/aabs9a!
has buMn deadnyad, reArn*aesaaryb kraculste the sok'alPeralgnllcadar.
�drof77m/d�iadte
170WIflft" MOSeWe atdpsrow=n p wffm Kgbe adrlewsd by*powkW
Abw AarneharVMnDAd vn andso t nwnt Hotmw9 ,, to ap**d fhe p vW84 each
AN0Wbe**&VWtdn6aAWssbrt*d Themdva&xWbv4W*dbyapvvjAV
aralanarldVgt roaahAavrArisapp�yun'ete8md�rhan8eskradlotrPlhAOm
AWtngarrdkurorparevW a+ovamendmsotsneed bb*eadmabd. MedNfltrra)m
L•r "*Am dAM dense va wm meboae sa0'oorwww & detemnlnsdby&W
AanTfsat: Offt"Z rli8"AW0r0fwmpadedapba 1SWdabbe
~W 1.3 to 4 4 719 V bPk&WPrraeba w des 4wer808kmd m Aeswr4V
4647chdaps,ftORbriadgc Wfar 00A2W&VArwallMnwpondto7.8b
64•bevhde*ofbwssopIferrMrrd*dafra1raAtoofbaassopbcamPOsG
dr4hufts vMfl��/amanatedredleAlVaA4wrm�atsu cauntlbrcvrtooatsaW/np
Arb vre wkt rtpaam dlhe Popes *opand0amgmCNor+ Ifihe wN d oxmpmt
era rabv6tadb mLrand vixen Ahssa9lartPed/Igrhvyb a'mFvaast Aye reauMarg
hxrm B kr alowe t brso& amended to e $&M doo WWbe
ayggrwoaneley3 iodise.
~A W sndARer Ca v
SoI*nMndnret�aararatdbs kravPorafedat t6s end afft ails deva"wnant
pressesbprrvaatsed/moertfMMenfartft#MBMP*g* 7heBMPa1au/dbe
pemdmrdcfiedA7tneaAaramarndfngviieaG9b sAvboddre b5espeaa
sommPow Nh N *hmtmll #mtimA*ta7flaQUkw wRrAwh7avWrb
racaYrrAnnr vM afiaak pfboakgbamrpJanted, Bsslsr Ahelaame addaeaed
1WA3r,W,wnwfdad, aSoer *drfto4yP&*A 7?* ft 9'redVwpAwtA wwW
prvwile Ahe nawpvant meAsrlals wl6rr a [fiirnw b em!taW/ah root gmwpR
IngawwAarow"s<nlara94avmal6rP rnvrq h brvrCampos: 77weare
aamearae�a�re sna,�w w�rp/sMaalidiwfprda kaafepedbehsearrApvp 1 and
A* 15krAkbtrGraderw HftWPlan&Vtoeai?ledch "*e &Vhbwm9vpW tR
Adb*n" r&b*Mts ft use 0fP6S f A*8 Snd&t2r rs. A *7"A M 4qp&vftn
PWvo m*f*hM&b0 bakredba*W0hrtrkx/#06 aaaanfg/yandmenage
b roc,agMzrrdenefl�eaAdt,aroGrbrrm
Approved stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules tequire that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater ruler,. ( t 5A NCAC 2H .10t78 (j ; }
PerrnH A Date '7 2 Cv,
by.. -W
i-.___� .; __.. NC f)lvlsion Of at r all
Sheet k-�-_--�vrbiq+i tatai! O�
-mWW r*ta*dOAhierfh' *dFbzbW
ApolhardowtaeaandA4skassaauro0rated wllh ASaBMPshoutdb0 mandnrrd and makrAatrted
44wtp**6, 77ime eaftbrAel ftm cauW~ #waWbryarzwA%WWaffmf whtralf
aenbeaur6rpaManfA'nGdmoravA�aa%emffiatNlagperabbrx®IadlAdarxyddMlaah7y Sias
JArrnor daraHtma7aats•
w
w
I /)
0
z
W
Q
LL]
z
L°�•�co
;I_j hl
z
=�co
o
w
zLU
LL.!
05��
LJ 1
0
Ly
N �
6
Q
0
00 O
9X
zx`j
❑
E u w
Cn
Uj
O
Cn
U
z
w
w
Vat 2
IQo1$
CL
W
Y
2
U
W
E]'
C1
z
a..� a.
U
Q
N
_O
-
�
0
CO)
00
LU
r"
a
Q
z
L°
b
C
O
R m
c
Q 0 =
•C
e
15
J
r/�
2!3
G 0
\V
B z
'o
.}..a
Qa
LtJ
Z
�
0 MR
0
Q
y
SP-31 4

T T
:r,5 1. , it 1 �,y-� sty -e� it yi- 1 �f- f '� y�� j •,t� �.i•} lyti'f �+ , ��-� �� ffj+ -r �jlf,{ ,