NCC223699_Site Plan or Location Map_20221102

TOWN OF FUQUAY-VARINA STANDARD SEDIMENT AND
EROSION CONTROL PLAN FOR SINGLE FAMILY LOTS
MEADOW BLUFFS - PHASE 4 & 5
VICINITY MAP
1`-25,
LOTS 101-142, 163-172, 201-204
PROJECTNAME: h4ipOtYBIJFP51gH41, 16fii72, 8JI-Z(?9
TOWN OF FUQUAY-VARINA PROJECT NO.:
DATE OF PERMIT ISSUANCE:
DATE OF PERMIT EXPIRATION: — - ---
DRAWING INDEX
EC-00
COVER SHEET
EC-01
EROSION CONTROL PLAN
EC-02
EROSION CONTROL DETAILS I
EC-03
EROSION CONTROL DETAILS II
Civil Enaineer:
The Curry Engineering Group, PLLC
NC Llcenae N PUT99
Fug S. Fuquay Ava
qury-Varina. NC 2T326 '
9i9S5tA9a91q)
Conrad: Andrew Petry, PE
[e-mail]
Surveyor:
Mauldin -Watkins Surveying, PA
P.o. so.—
1301 W. Broad St eW
Fuq 12a
19.952.9329
Contact: Wayne MaulUu,, PLS
TYPICAL CONSTRUCTION SEQUENCE FOR SINGLE
FAMILY LOTS SEDIMENT AND EROSION CONTROL
1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE TOWN OF FUQUAY-VARINA. OBTAIN A LAND DISTURBING PERMIT.
2. INSTALL MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS,
BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
3. CALL ENGINEERING CONSTRUCTION INSPECTOR FOR A COMPLIANCE INSPECTION,
4. MAINTAIN DEVICES AS NEEDED FOR ALL PHASES OF PROJECT. REMOVE EROSION CONTROL DEVICES WITH ENGINEERING CONSTRUCTION
INSPECTOR APPROVAL ONLY,
5. MAINTAIN RAIN GAUGE AND SELF -INSPECTION RECORDS PER NPDES REQUIREMENTS.
6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS
PER GROUND STABILIZATION TIME FRAMES ON APPROVED PLAN.
7. WHEN CONSTRUCTION IS COMPLETED, AND ALL AREAS ARE STABILIZED, CALL ENGINEERING CONSTRUCTION INSPECTOR FOR INSPECTION.
8. IF SITE IS APPROVED. REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING RARE
AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED.
9. WHEN VEGETATION HAS BECOME PERMANENTLY ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE ENGINEERING CONSTRUCTION
INSPECTOR.
//
FUQUAY-VARINA
ENIG III DEPT PROVAL
l%wr` -i%ZZ
NFC- 2oz2- 07
Ln�s Orly EC
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamps plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
EC-00

87 I ,88.. I 89
\ � II I II III I I I I III I �
^ C 79 \\ \ / / HIGH PLAINS DRIVE
>
78
PHASE 4
LOT N0.
DISTURBED AREA
(ACRE)
DRAINAGE PATTERN
TYPE
SPECIAL NOTES
111
0.26
TYPE AOR E'
112
0.23
TYPEA
113
0.20
TYPEA
114
0.16
TYPEA
116
0.16
TYPEA
116
0.16
TYPEA
117
0.14
TYPEA
11s
0.15
TYPEA
TOTAL
1.46
' LOT IS A CORNER LOT. DRAINAGE TYPE DEPENDS ON HOUSE ORIENTATION
g193,
� I � ,l
ris I 177; I 17 I
F �� v < i'/'
- - -
/ / / / 188 I 18 18 1185 III 18 III 18 I 189> 198
18 490
- JAKES VIEW POINT ,
-._ 144
I I I I I I I I t
�c /alp R
/ 16 // III III III III I I' I III II III III III il' 'l�4 \\ \ 14 \
/ /// 160 III 159 III 158 III 157 �.II 156 I 155 I 154 II. 153 III 15 II 15 II 15 III 149 III 14 III 14 III 146
l / ----_---I L - V 1a2>
I I
Of I -
C162� j 163 165 166 16 168 189
11 1 11 I�
-
--
f I
- - VIOLET WAY -\\� DISTURBANCE / 13 , \ \ / % MOONRAKER DRIVE -
- LIMITS: TYP
PHASE 5
LOT NO.
DISTURBED AREA
(ACRE)
DRAINAGE PATTERN
TYPE
SPECIAL NOTES
101
0.19
TYPE A
102
0.18
TYPE A
103
0.18
TYPEA
104
0.18
TYPEA
105
0.18
TYPEA
106
0.17
TYPE A OR D'
107
0.15
TYPEA
108
0.16
TYPE A
109
0.16
TYPE A
110
0A9
TYPEA
119
0.24
TYPES
120
0.21
TYPE
121
0.17
TYPE B
122
0.18
TYPE B OR E'
123
0.17
TYPEA
124
0.22
TYPE A
125
0.20
TYPE A
126
0.16
TYPE A
127
0.16
TYPEA
128
0.20
TYPE AOR D'
129
0.13
TYPEA
130
0.14
TYPEA
131
0.18
TYPE A
132
0.18
TYPE A
133
0.19
TYPEA
134
020
TYPEA
135
020
TYPE B
136
D20
TYPE B
- --
137
020
TYPE B
138
022
TYPE B
139
0.20
TYPE B
140
0.18
TYPE OR D'
141
0.15
TYPE B
142
0.18
TYPE B
163
0.20
TYPE B
164
0.17
TYPE B
165
0A7
TYPE
166
0.17
TYPE B
167
0.17
TYPE B
168
0.17
TYPE B
-
169
0.17
TYPE
170
0.20 - -
TYPE
171
0.27
TYPE B
172
0.40
TYPE A
201
0.23
TYPE A
202
0.21
TYPE A
2D3
0.17
TYPEA
2D4
0.18
TYPEA
TOTAL
9.08
' LOT IS A CORNER LOT. DRAINAGE TYPE DEPENDS ON HOUSE ORIENTATION
II 204' l 03 j-_-� � INS
-406
20,5
© o I III
1. O 12
12
}
206. V A� �4111 � 13� 12 V A % -=� lI/ 108)
z
1 210
/ - < 110 5 �07 / \ (LTD 127
-- ii --- \ D
a / till.
\ -
cP-
�\ I
--
_ - \kpp SCALE' 1 IN 60 FT
129 V �Y �� A A / % 60' 30• 0 80' 1201
III �/ A A 113
/ SCALE IN FEET
�35 V ,\\ j Z� \ - �/ \\ \ 11 \,\ \ / /// / HORIZONTAL
s.
C
233
psi 11e
\ 234)
/�
FUQUAY-VARINA
EN GIN ER NG PPROVAL
zz
EC- 2.0 a-2- 01
L-0+z only IC
Projects shall be constructed according to the Standard Specifications and
Details
eteIs in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being performed. Stamp
shall be affixed to plans below:
J
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TREE PROTECTION FENCE
F FENCE (SEE NOTES)
OUTLEr
I
SILT FENCE—
� ► I I t �
I I I I I I I I I I I I I I
II II I I I I I I
'OF WAY I CONSTRUCTION I �'
ENTRANCE
-� SILT PENCE 8'RENRN 8'REIURN
OU ET
LEE
--'� RO TOP OF S—E
DED ROADW
OF
FAGT
TYPEA PAVE ORCURB TYPE TYPE TYPED TYPE
—
OTIf I rentiimd by wake CwnIY. Irce pmI«tlw tewe shell he
d. Tkx Miiilx are fm onlY loll Milk disturbed ern less roan we
��
— F —
FLOW DIRECTION
SILT FENCE
11
,n d alum the mr pmpesry li« whrn mjmem m NMrian
-
talik, on dmda enwm ZS R. Tree end VeIRmlun
a<rc
). If roe dismlbm area is greeter Than one acre, a custom erosion
DIVFASrON D1TC11
m if Ike tI im -i-I Ice a mudci I kikk
jj�adi w , 1Mn the kiiX �ponsihle for v fyis
liable tree protemlon "nk' d for tsmllation d Ilrce
Mull be submilud for the 15-da m de. The
cm-slwultlx A_ herm.4divemmns end smimml tryraps am
M0.,
WATTLE
prolmlion mmsures us re ,m by roe municipality,
3. InaWls�lt fame an lowelnml�m aiJes of ee<h lot and ilubll silt
f mulliple Ma shore silt fence with none �nsmllm between the
g IOU,are kk Nsn 1IFerekkk.
—n—
TREEPROT-01,11' CE
SILT FENCE OUTLET
rm« oulka—on scbemmicidla mam ik iwedm.
3. LuW sfl- h sill (mee wiJlin 10 W. of p�nP<rN T. Io
rc ONr< Is im mnnia wiro W. Sys It is
v. P ... xp<nx
Nets dowmumm of di.urbama .Hula be r
-. be xwv�preas ne<ded wbrn Nswk,1l ix preseoL am moxion
Mim1 mess s rcmovm w damagm by mbmmmmou or
O
INLET PROTECf10N
nn em I
responsibIFuy of the builder a me sap s n w
uiilililsfM1all -, al lbeem orrice workday.
D1liVEWAY PIPB
impxtM by sill fen«immlalw
n
4. M1e nsi.S of Ibe builder t usl0tim of
1t
Enin nntl
10. Iron n
Proerm re<provltlmw hers'nttmsau<
CUNSTRUCTIUN ENTRANCE
s dws cot mpa m and
1e�slw x�.tmwl meamure du.eprm syale
5. CPraoucdon enlmme shobX M insmllm for men I k and field
lomced.
U Eros core m uilx arc rot J�awm lo.ek
121fIOBa_IkIuous aitl._kkkkik' land owom,lok mn nm
xlwre IM vIr fences. Encn Im sMuld love mdiAdwl silt finem.
TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAILip
SCALE: NTS
NUTES:
I —S silt fen«m rte'—an.-0J.-to
1 Imlm renwvmrmm M1e vMklmttaveling...
a rerc nkla �Mmdx xm
befart ��9'nerodPSxm ��iofmuJ is
3.
n-re. <dna< oramlm.maaee�rone:w
Mblrci n�m.a. lmm<aiawlr rem.«aft
mudlamim<nVmck w<kd offlM lot.
NEw
CIJNSIRUC9
EXISTING ROADWAY _ 0 0 MINMUM �I
-mdfdi iil I1mii-
CROSS SECTION
4 STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL
EGO' SCALE: NTS
MINIMUM 10
LINE WIRES
NOTES:
I. Use silt fen« only when dminagc area dm, dot
fceed 114 acre and never is erEas ofconce Tol
l-.
2. Remove de xired x,dimkik when 50% Iv
reached ai , needed"
provide s g, V Ikkol kfor
the nett rain event and w remove hydraulic premare
an the sill fence.
3. Insp<ct silt ferwe weekly and after each 1"min event.
luS�1Mxmre Race(W/vcre)
nnul)®I—inlesPeden IBO
A
­hannual ln.pmma when dumuon of pi ry der i. rot.
mtmd Myc�d Iw..
Pndmn P1M annul Pl.m-rmuary I -May I
SO Fai. .�o�.1w. �mna oraml l.,n mmpy z I«— pmmu
sva ik,u kmck,.skk m1 a mulahimancborin¢IooI.F bl nishtc Is,
u.J
RcAlnikz. ifgmwh k not fidlvam(e damvu. P-1, nili. am
molt immmiday rdbwingemsiw em mhmdamage.
POST
N WIRE FABRIC
T FENCE FABRIC
FILL SLOPE
S
—8" MINIMUM COVER
OVER SKIRT -
ANCHOR SKIRT AS DIRECTED
BY ENGINEER x
SIDE VIEW
' STANDARD TEMPORARY FENCE DETAIL
EC-O' SCALE: NTS
FLAN VILW SECTION VIEW
miw�:l ra.mm
:a'wl'�.n Ilnx.
maW�m<.bu«nraemnmma d<
5 STANDARD INLET PROTECTION DETAIL
EC-O2 SCALE: NTS
9mdim Miamre
GmNm mmm Rva(LIV.)
Samin¢ darer
Pieamnm15
-
CoeualPlain-Apn115-BAug 31
sue Amcmm
Folmw recmmmntlalinnx ofmil Ieaa or apP1Y 2 mm/mre
Femlizerericulrvral limrnonemd l,WOINmre10.10.10
.x..w ly x kilk <k,
nrwemy "'o, tea s, - wmuIMim.�_P too'.
POULDNElSMSEEDING SIDEDrEGISSE, UI�E �FOM1)
BXOY #
Oab
Typa
Planllnp Rah
aIq 1S-Navel
TW Faawa
3aa lhdanra
Nov S -Mar 1
Tdl Pamua L AMwd Ibe
S90IWacn
Mv1-APr 19
TaB Pascua
]ea IW am
APB aS-Jun Ja
B rmuaaerassn
25 I—P,
Jd 1 pug v5
TNHI k, S k arewnlop
IX a Hy�bd411"'
1zsw.la. (Tell
Fauua�K a616daare
Elbdacra (Smmllum
Sudan NybrWa)
< p ry g nmmenNumu tr Fall
smmng Mmmre
Rye Gmin Rarc(120�1
=darn^.
, 15.Om al
Cmual PNin- Au631- D« 31
sill As<mmmue
moFsoilm rapply3 im.Vaam
Nmx by .k I«�t
g nn<n.d ax.mnitii�'sy ��cMa smn1.
Rep handm indemalgmaarem mme .iopdrem
wirouSO Wmrcofniw¢m- aareh. lfb sa�emmYo
trnd mmpxmry<xver beyondlvmml5,ovemmd 50
Ibmn�xobe(Pimmonl and Gsa. �n)in m .rY
m arms am spreatl mpmil tn�a kchn dreg ovmmwme
3. Removh mmck, mo and mhmawlmabms, laa.inBSlirtace
reasonableanww ammSksk
4. A ly aBdculluml lime. fnilittram wpcmh<npMle unitmJyam mix
wiih mil (mo mixlmc Mlow).
5. Cmflme tillage until. Mellyulverixtl, fnsn, reomnably unit rm sedbm is
6. Sem onnlRmhlyprep.rm scMW and covers«dligh1y wish.mina
mluipmrnl or cullipack axer amin6
Mulch immo-lieml a
g. Inepml all eaedetl s«m am make neemmrY uiquim orreacetliryp wiroin Ne
mn, i[po.ime Vsla.nenndaM mommax rind e.m.g<q
<xmbbxn folio g aigmel lim<lusiliznmds«ding �mm.
g 1mml ummron<-z rood.«efa luxva«emmy mw)
SEEDING REQUIREMENTS
EC-O' SCALE: NTS
12-1/2 GAUGE
JIATE WIRES
E NO f3:
L Remnva.aimrnl wnm ndmmm�n nmmh FRONT VIEW
vereJ.
]. RePlamsmneas rcedm to kcilimcedewaledng
3. S'om lwNna awuNMpmmdwlow <I<vaxan omas 7rTr-
.1-I-E s r �Inx
omilaoa mip
4 TUMME-
PmrvIX'i01�� ^peel omkl alJkau omen �hana Vma rETME\ m III o Sa.i fExCL
'k_ ikki F compine an Iwaw�wE ao agpaxp
m�<ana �1mmm�m<1e. Finah<n.mn<wrhm.wmmx
�« w fi 1n<Ma KmP maM1 frceof
,w4n.t
s. 1mx l_�mhn. P Ixw.lu..nkPnwxai no«.I xaaxEp nw mama Ic
�gb� �nx!
1;0'8
BNtt kkE — axp waOwME CLOrx / �rIL*Ea rnBRte Ix recx[x
u
SECTION VIEW
STANDARD TEMPORARY FENCE OUTLET DETAIL
EGO2 SCALE: NITS -
cII 11-11L-fl= W,=111„IiErll�-'T
-mI Iri=..
.TDxn
xw. z -N. bx d�DITCH SECTION VIEW xpgwE xa ox
IIIIN II -.� III-i 1_Crll-
k-ill
lu-Ij 11 TIII _r-.
TRAPEZOIDAL DITCH
SECTION VIEW
ISOMETRIC
ate, axX
NOTES:
I. Use s minimums$-imh di1—ilttwnrwa1kk
1. Ux 34�k.pk)1 oodmaakes wnM1a3"xi'nominal Mom sttlion.
ukla) ma a<iBhl on Bope m Dow will not waaM1amum wmlaad.mm
Iliumialwl mintlmmuo pi ope smkesan as gle to 4 Plwou 1 dtur OOMnslo Takesman an
wade 1 Brmna ba ofa b
s - Iwmrom.M nroensMpe mt
6. Invola � rum an born: rim Urw.tlim and el....h
<m m n I
> mom �mmnmiop ormml<a, abmk axr gaw bm..«n wamrc amlama.d wan
Mixosum
E
6 STANDARD WATTLE DETAIL
E"2 SCALE: NITS
STAKE INSTALLMENT
CROSS SECTION
/I
FUQUAY-VARINA
ENG1177 IGD PPROV��At�LL�rt--��-12��kk
O e�-
B¢EC- wai-0-7
LAOPJ F_C
Projects shall be constructed according to the Standard Specifications and
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete at of stamped plans
and specifications on the jobsite anytime work is being performed. Stamp
shall be affixed to plans below:
IIllS81Ir
8 i
%9�y✓D��GI NEF�,`��\
,t D''3 2e "I C'1 _
J
L�L
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O�
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7 Z
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CIO
vJ
Ex
W
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ru �_
i �Wse NX
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dy0 w eDP -
T.D
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Up
Up
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EC-021

GROUND STABILUATION AND MATERIALS HANDLING POUNCOtES FOR COMOURNICE VYnN
THE NCGOI CONSTRUCTION GENERAL PERMIT
Implementin¢the details and specifications on this plan shoe willrewlf in th cp
y being -- idered compliant with the Ground Stabilization ead Matelots Handling n adNhns of Me NCbm egnsiruct on General Penaat t-clo E and F, respectvely). The
permtree shall comply wRh the Ell- and setlmen[ Control plan applaea by 1.
delegated aehpdry having jurisdiction. All details and s 11ficadmu shown on fhb sheet
may not apply depending an site rndbh... antl the delegated authoriNhavingjurivdirlim�.
Stabilize the ground sufficiently so that In will not dislodg, the soil. Use one of the
n the table below.
seNlYalbna Na"I-
seedcevwetlwMstrawvr I[M1 straww
te,itkrs
ApPlIalltall
. Nyd�seed IM or Y arms v�l
aseldzsww pr Dsnermurcn rpwmanem Oa Nn cevr.a
dlennad E...
such as In- an"e"a,
maainine.valb
. n_.Epe w,d.nwnPPlPmd�d:wun a•aaa a«a
POLVAERYIAMIDES(PAM$) AND FLOCCUTANTS
1. Soled Flottulan[s that are appropriate for the will being ekpoxd during
zekttin from the NC DWR Uato peed PA44104-lon0.
c g fAppr /
Applylloccukntsat a bxgre [h isles ro Eronon antl setllmeni Control Measures.
3. Applyboccue al the luentratu., specifd in the NC DINAR fillOfAPP,-ef
PAMUr ensaut, and i, le lance with the ad sualleW imen, dbd.
Provide pontling area for ronlainmen[oftreahtl Srormwa[er before dscharging
offs"h.
5. Store FlacW.n in leak -proof container that are kept untler suer-resisunt rover
rounded Isy.contlary oerbiI-II anet.o s.
EQUIPMENT AND VEHICIE MAINTENANCE
1. Maintain ebides and equipment to Prevent O-ole offluids.
2. Provide drip pans untler any stored equipment.
3 den by leaks.. repair as won as feasble or remove k.kng equpment from the
Illed
T Colledallspent fluds,shre'nxpa.Won iers.dp.pedydiwoxas
re beard.., waste (ryde wM1en Wssiblej�
5 Remove has wnlangveh etas antl cannruxbn egUpmeni frpm.rWce antl the problem
been ected
6. rngused feels, Iubncenr, coolants, hydraulk bulls and other petroleum products
e a rerycling qr disposal eentermat handles the. mater.k.
LITTER, BUILDING MATERIAL AND LAND CLEAVING WASTE
1. Never bury or burn waste. Place litter and deblsin approved waste container.
2.-ideazumcient number and size of waste cpntai....(eg dumpsu,. trash
ecenedelonsitetocontainlendree nddomesticwa a,
3. LOcete waste containers at least 50 feet awayfrom storm drain inlets andauns.
unless no Pthr alternatives are reasanablyavagable.
4. Lpratewaste wneine uareas thatdo not receive substantialamounts of runoff
from upknd areas and does not drain i irexly t0 a storm drain, steam or wetland.
6. Coves lax.ldeyersataseentloflaw 1 workday aielsede Mexivaleal.
provide sllfigh ryshl-I. Re-ul.replace tlag th. If high ni.d, .
6. Anchor all lightweight item sin waste co er during times ofpinnwinds.
). Empty waste containers as neededto prevent oxrfbw. Uean up immediately"rf
welbosv.
8. Dispose waste off -she at an approved disposal hdliry.
9. On bunneaa days, clean up aM disperse e(waffi in desynatetl wane c,Nainen.
PAINT AND OTHER UQUID WASTE
1. DO Pot dump Paint and What liquid WAR ill storm drain% streams or wetlands.
2. LxltIpainl washouts at least SO feet away fmm norm tlraln lnletsaM surfare
unlessnootheralhrnadaes are re orebty available.
3. CeIinliild wanes in a controlled area.
4. Conelnlux mun be labeled, sized and placed applpftbay for the needs If-
5
'heit
barge of maps, sd el. detergena and pIn., liquid wanes tom
PORTABLE TOILETS
1. Install portable toilets on level grounq at leas[ 50 Feet awayfrom rtprm drains,
wetlands unless mere is no alternative reasonably available. Ir SO fops
,,as,,
,asnotatteNsxrproviderh dhof portabletoilx bMintl sihfenceor place
n a gravel pad antl surround whh sans bags.
2. Prov define or anriwring of portable toilets tlurinR perbtls of high winds prin high
fM tar Wlaid.
3. ill. uad le
ilerfor leakNgand ll,00 PpOnly nene.I-In ofanylebalau.it I.
afthealicenxtl.ning was1 hauler remove leaking Wnable tpleD antl replace
with Property operating unit.
EARTHEN STOCHPIM MNIAGEMEM
1. Show stockpile locadons on plans. Locate earthen-marenal steaule areas at kart
50 feet away from storm drain inlets, sediment basins, perimeer sediment coMrob
end surface waters unless it can be snows no other allematives are reasonably
vaibMe.
2. PlIedstockpile with silt henceinstalledabngtce of hope with a minimum effset of
Rate had from the te, of stockpile.
3. Provide stable stone aces Wilt wren feasible.
4. Stabilire stockpile wltbin thetimehames proa,d.d on dal meat and in elloluce
with the appraretl plan IN any shfit naI requirements..11ltaMlestx, h dafiNd
as vegetative. physical or chemical Coverage[a<hniques mat will restrain ellualed
er le pn dirturbed soilsfwtemporarympermanent wmrol needs.
FFv- NORTH CAROLINA
h Environmental Quality
CONacii-G ASNOM
cot discharge Wncrete or cement slurry from the site.
2. Dbpose ef, or reryde settled, hrdeneit eoncrete residue in doll axi, with local
and state solid waste regWdlen, and at an approved fad4N.
3. Ma.ag, wash bon, mortar mixers in accordance with the above ill and in
addition pia. the mire, and associated matelots on Impervlous barter and lun,
he perimeter At fence.
4. Install temporary unrue, washouts per local requirements, where applicable. If an
alte nne method or product k to be used, center W., approval authority for
review and approval. If bcel standard details are not available, use one of the two
s. Dom
Npoftemporary rowashouts Prodded gniMs detail.
tux ncreassneu
te washouts fortlewMering or storing tlxetti. curb or sgewalk
s.Stirrhe olon<unlul,aten 11 nlhewashnfle,. Liquid
lent, or
dbmarged [o fuse rtgrm drain system i receiving surface waters. Liquid waste must
be pumped out and removed hom prge[t.
6. nbe washutsat least SU feeafritiva, mhall...bi ilel.. At -,sunless it
anbe shown 1M1atno otherahmatives are,[ fete available.At aminimum,
bsell prote,ion If M. drain Inlets) closest w the wafiWl which could rettive
spillsoroxribw.
]. Locate w Oldifinaneasily a,h.utleddlinlevel around a, diuld eq.iastoye
e ce pad In hoot of the wafiouL Additional wntrols maybe required by ON
appall.1 gs,... i
8. Install at least one sign U, aRulade date trucks to the waehut within the proje[t
Ilmits, Post sI—fIslas, on h e washout lhenuelf at i pp.i. ibely 75on.
9. move leavings fromthc wl th anenas,.1 Ithl,.lPIa, pacirytolimit
overflow eeene. Replace Me ta,p, and bags., o he g.1te r d-Letup
ewben nobngcrfundional, When utilising alternative or proprietary
pt the linplau mIf the rer'sen R,io uh
10. Atthecom ad Niofthewncretework, remove rema mng leav rags and thspo. of
rovedd'spezal facl'ty FIIpLdapplcable, and sbbil ze a�ryd sturbanw
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENlICIDO
1. store and apply hemlddes, eaduld.... d rodentcltles in a anrdanue ith label
labri
2. Storeehe, biddes, pesticides and hedemiddes in their original containers with the
label,w 016t tliredions for use, inalliene and first aid steps in cee. of
aide o.l polux.e,
3. on not sere herbicide, mAkides and redemiddes I. .,allwhere flooding is
possible or where they may spill or leak bt wells,s One drains, ground water
audace water. Haa ill ocean clean arcsimmed d.a
P
4. Do notstockplle max materials onsRe.
HAZARDOUS AND TOMC WASTE
1 CTeatedel, atetlhazartlaus wane colleen e.
2. Place hatardouswastallulners underro aluxarycontiannald
n. ore haurdous chemicals, drums O, hgRetl materials Ninety on the ground.
For questions and assistance, please contact NCDEQ at 919-707-3639.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
SEIFINSPECTKIN, RECOnDNEFPING AND REPORTING
SFLTON Al SELF-1 CTIOf1
Sel-apeld-are required dudng nermx business leurs in ae xudanre whh the table
below. Wren adverse weather qr site cohdRions would causethesareryofthe inspecton
noelh inspection.' be in jeopardy, the mbed Nall until the neat busi-, day on
whkh lib safe ta.dorm the inzpecion. baddMon,whenaxorme u.Iequaltoor
than 3.Ok<M1 occurs ourtle of normal business hours, th.IfWao.n mnl be
gre,er
pedgmwtl upon the commencement or the neat business day. Any Ilene when Inualiens
ere delayed shall be noted I. the nspection N.id.
cow core
WAwdw,
away
pin
ie.,o..wa.
v.-
.a,mm. aee.,,nsoa is wm,al l.wre
rlsmamr
as Aa­
wrez M� a raw redewbamen,, Permarans
NOTE: The role Inul-In rePabihe I.Ina l ] laardardaY Inspecton requlremem.
5ELf-INSPECTION, RECOROKEEFING AND REPORTING
5-10118: RECORDKEEPING
1. FasC an Oocumenntion
Theapproved Eg plan as wall as an, approved deviation mall be kept on the she.
le The following hems pertaig to the Eii plan shas be kept 11lite and a.,',bilebtma
The
blpettion of all times during normal business I.-
E W4Eam e.SC eu meuawmennznmpv
Xdon of thus pusevcbe
w lneannmvea &X Pa., Mappr<we FSX
as
Ibl Aphaae<f endnghwbeen
Meyprwea Eric amdalMRWM kwM
pM�armNenw won
anxind
NO Tne -
-da, data and dYn an lrwpeukn mPart-_.
cove been Ibe
wmdx on ofine
n
2.Adwme dia-al Doneb to he Kenton she
In addition to the EsK pill documents above, thfollowing Items shall be kept onlhe
normaleute hairs. unless the
antl available for ie,
atallnix,b
lifil
a she.spxific exemption bawd on unique site wnditbnstha[ make
and
taro lealemen[ ram P alill:
(a) ThIS Genmal Fermnaa wen same eertie.hmee< ag, rugs re..<ea.
(b) ball of inspedbe made during the previous twelve months. The permittee
xord the equked lixereolls 11 the Inspettlon Rxord Form provided by the
shall
Diwslon qr a similar lmpettlon form Mat Includes all the required elements. 05e
of
Bled ulMavailable records in lieu oftbe sired pap pie wgl he allowed
shown i ual access and uuliryasthe hard -copy rerortls.
if
3. DaInneneden.ill RddNd fmllr --Year
AN data used bew Ida, the a Not and all mspedwn records shall be mansnod (ova
perpd
of three years after prolesc rlui tl-antl madeavallable upon requen 10 CFR 12243
PAR, I, ACTIONG, ITEM (4)
DR11W DOWNOFSEDIMENTBASINSFORNW MENMCEORC105E0
seaimeM basins antl VaDs Ma[ receive runoflfrom drainage areas of dire acre ar more shall use outlet structures that withd...,ertom the surface wrenth.e devices need. be drawn down
formalnhnanesa closeoutunk lihisinfeasible.The<kcumitanttsin wM1KM1 i[isram feasiblefowithdraw waterfrom[h surface shallhrare Ibrelampk,[Imes whh eyhntled rota wealherl.
Nonzurta. withdrawals from zedimem basins shall be allowM only when all of the fokowine crheria hue been cox:
(a)'he I-plananhal, has been providedwith dgcumenet fthenon-surface withdrawal and me sieifc time periptlsar ledid,ns in did, h will I.e. The non -..dace withdrawal
shall not wmmelxe until the fBSC pl.... thn[y has aDOrovetl these Reins,
Ibl me non-aprtaa whna,wn hs been repined ae an anndpmed IN— In al -dance whh Part nl,se,ion c, hem(INO and(a) ofthie parmb,
Oewateri atetl wilM1 wmmisto minimize dischar es of Ilutants from srormwater mat is removed hom mexdlment bazln. Elam le-f q rlatem ¢-dude,
(O hub, p apw p
a Slrea aesl a ainMtlewa dV s- 0... Ms antl barn ion proce v e" d g svatwna,
tl oral eland If ma rates ors m ed aesi neL srona Ais nzerlm Me axtem teatime atthe pudrt nrm<aewarerm iw merit aaWoa:dwnM<d in tram r above 1) veget p p 8 Da 11
Vebc dissl atwndevicessucn as click dams sedimennras ovidea atmeatmare nr Wnl aewahan eavh<a an le) hY p � P.md nP aP are Dr 8 Doi 8 d
IO 5edlment removed from Me tlewxering[reatmen[devices described in ltemlc)above is dispoxd of inamanner thatdcesnat<aux depozhion of sediment intowaters of the United states.
st-weip-axi, Uu=:EPING AND REPORTING
SECTION C:0.FPORIING
1. Omnenws that Win be Reported
reeSfiall report the folbwingaaurrenres:
(a) Wsibk xdiment depozillon in a stream m we[land.
(b) OillpsS Y:
• They are ES gallons 1, more,
They are leuthan 25 gallons but rannotbeceanetl up wlMin 24 hers,
• They cause sheen on wrface waters O-hales al ea-), I,
They an. uAl.1. feel of surface waters treeardlezz x volume).
Itq 0.elea.s of hauMaus subznnces"n excess of reparable quantit es Nall ecIn-
of the Oean Wxer Act (Ref 40 CP0.110 3 antl 40CFR ll) 31 or Settwn 102 of CERCLA
(Ref 40 CFR 302.4) or GS 143 215.g5
(d) Ant ,,lbd bun-, and... paced bypasses,
(I) NlmPlNeen and, he eondkinnsn(lbis permit that may endanger health or the N�
kg IN-- Omr Requlremenn
2 Ahe,a N-jua. becomes aware of an -rreme that mun be reported, he it. 11 cone,
Me apprppriah DNlsl. regional Pffke w h n the t mehames antl n.. dance wlththe
otheraaauremwns I-belpw Occurrences putende norms business hour mayabp be
rted Io [he Department% Ell -aural Emerges clear perle-el at(W)
858-036n
dal Wsibk led
&pvaiuv wmb
R<owdnanmelra<- IARr alrwrvlaM icon P_g< u�-con„xm
IMdtlaaelwwr,.m wal<rdedmnRnmYkakn.
wa'wme m4vven�vmhra,wiNw repwton a
lOruu
she Wsvi
M 00.3pilYLhs az lmoairca
Io pM<rm I
h w
Ib1�o11 w.Iswa
lmNc la ice
era vme.w
w
IO ant
- nW<io a tl-arBwN. -_
t2ZunntimI' II
(d)
-
Npea 1
LtZ4t1 11 II
wrt yz,a _n ar..roves anw Iionof the
. wwdn 2a twws. an Orel or demrvvir. col i�i..no�.- - --
awad�aw e
amdiwm
.revmdlan
eat h e.lao re�Ulolal.
aulEV ewero temnwmmem v. wriRmre na
delx""'On,
afthbw
Izem14o
w1101a11
NORTH CAROLINA
'�`.': Envronmental Quality
and assistance, please contact NCDEQ at 919-7i
NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
FUQUAY-VAP,INA
ENGINEER I GDEPTAPPROVAL
dwnatw. Da e_4-2-7-ZZ
C-10 12- 07
Lois 0,(,y EC,
projects shall be constructed accordin to the Standard Specifications and
1 9 P
Details in effect at the time the project receives Town approval for
construction. The Contractor must have a complete set of stamped plans
and specifications on the jobsite any time work is being perfonned. Stamp
shall be affixed to plans below:
�u
'
WEDS PNvdr
? o
dtlJ vat, ROB -
L 1
SFl4
,uCm
z
�gL�F�GI
NE`�:`'��,
EC-03
IIIN a
D3/26/2022