NCC233152_Site Plan or Location Map_20231102

�rvcE EASEMENT 0 , .1� > 1--
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24 ^ I \ DATE: PAGE: DATE: - Fence\`der Fabric PAGE:
71
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C34 0.MTOx%ro' a `I �(\ I amlN. FENCE amel P°n� Extra strength cure fen Wire Fence PWlre �/� thorough,
(oLD N. CAPE FEAR i \ ® \ I _ tlwrcughlyaIX
i a . .
Backlit!trench
MAC WILLIAMS HIGH SCHOOL IIC�II 59 I 1 d"f Steel Post
MIDDLE SCHOOL ' 44 a 33 0 18 r ,.I' • nP
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gOn / \ (1roP ors Lr rervcE • Plastic
o PLFA6A SITE / i� (''- / ABOVETTHE HETOP
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11 6034 I HARDWARE CLOTH �FfR Construction: enNmehtbamera%Mnda strength or regln%rnln.lk alter.bn CROSS SECTION w
COASTLINE RAILROAD 1 2.oEnsure that the height of the sediment fence does not exceed 24Inches above Me ground(Higher fences
,e I II I I WASHED NToaDLIDGR I.
CLOTH TRENCH may impound
IXN�fi ,y,%re��aaa Moth only 4°�Inmi m
y SET EL
re
Construct
,a umoveda tothencldWhen at
GROUND NOTES: 4.Support standard stomp filter fabric by wire mesh Maimed securelwoe y to the upp svoid lide of Meposts.nna Melht o.,
l Hardware cloth and gravel should overlay the silt fence at least 12 side of me fence Me wink mesh poort.Me bottom rt.Wire or c f ties should have e trench.Fasten a minimum SO pound tens lefabnno„ up%lope
1.Insp.sediment ot I.st once o week ond after each 1
VICINITY MAP • I / 42 I I 16 I I intone samaxmmm�fa pp aaldbedn.en scams"a„nce co e.tear.decompose.
secJ (not to scale) 61 I 35 I I 2.Stone
d basedo fieluld Conepll placed on low elevation areas of silt fence 6.Extra slrerngall ltaEcd°vntnna minimum
5 post G.ofi of 24apz�,l inches.
require awikma%hn el 0150m.pound
tensile
sediment 00ea DIE or become S rant replace npceomptry to'p% e
MAINTENANCE: er fabrics y pos wre or pasticzp Iles shoud have amnimum of w pound ten fence Take rekaold u rain and reduce naem,in ng th ance�au adequate
66 I I HBURY WIRE FENCE AND
ARDWARE CLOTH RY
iff OF
FILIER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each l inch or mmey4inches wine end einches Beep alone the proposed line of the puss and
I FILTER greatershrainfall wheven
eCdmmnte any required exceeds
immediately. namcept2reincha of fabric song no bottom and side wme trench. drainage area has been properly stabilized.
rine<no-ibut g
0.Remove all fencing materials ond unstable sediment deposits
II1 2.Freshen stone when sediment accumulation exceeds6inches. g.Bad.the trench Mth°oll placed over the filter(ebn°and compact Thorough ompactlon of the beckAll is
(/ I\ 3.Keep mesh free of debris[o provide adequate row. a performance. a.bring Me area to grade a.stabilize it
I I I I I 1 -- . SECTION VIEW 4.Remove sediment when half of stone outlet is covered. 10.Do not egech...Lc to existing trees.
J I 41 15 WC-En roam j 5.Replace stone as needed to facilitate de-watering.
SILT FENCE OUTLET reC-Enm taljp g
I 6 I I 36 I I re�man .a SILT FENCE
I 65 I I N.C.D.O.T. I I ...
J
I I NC 10.x 70' 1H z 70'
CDO T ��%!`FH N100, .OT. SIGHT ESMT ` SIGHT ESMT
1 I O'z70'
SIGHT ESMT `r SIGHT SM'T
I I P LtiCC A 1 ITUR� DRIVE v®' R/ o DATE: PAGE: DATE:
PAGE:
\
N.C.D.O.T. I ` /
N.GD.O.T. y,.q 10'x70'
�% 10'x 70' l SIGHT ESMT �� "A" "B" "C" "D" "E" I"�'F� 'G" ^H"
N.C.D.O.T. I?69 10'x70' SIGHT ESMT it 1 14 p� \ l ® ® i� �,% r6 Jf p % $'
10'x 70' SIGHT ESMT �I �,/ ¶ R 1 1
SIGHT ESMT P.T{ 4 37 I `II p�j rp6 /� 1 s
H 63 40 'H I �I p.� J�\`GQ,G / so- ° R sous 4 ll ll Hous ` e= HOUSE sous Hsu Hou
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t.iia `l C e/ �"' .... ° ca oA L Ronr•� -ao J ,Roaowav -Hu Av -IfuA AY -aO av
90 89 a 01 ) • � `-`-`•a �RDNF,EDLEDFLURa Notes:
_ �"c-��-x 1 If needed Tree Protection fencing should be installed along the buffer zone wetland
ho ,��3e8// I `9 �3 / F Ya is I'If boundary and/or around protected trees providing a radius of at least 1.25 feet for each
/`` ® yQICONSTRUCTION ( / .L ;� LEGEND inch of trunk dameter.
�/ i LIMITS
I / za coarse a..,.a,e @ .� N 2.Install Silt Fence on the low elevation saes of each lot.Install Silt Fence outlets shown on
J /� f a hemahGd agrem and field adjusted,f necessary,for placement at low points.If lots are
1111001. 1"T� ��D p-GEEASEMEf1f I / y pyP 44 x cont contiguous and have different land owners or binders eacM1 lot should have individual Silt
`l„J �v/ s,. Fences.
\ ENTRANCE SILT FENCE OUTLET ® 3.Install required Sik Fence within 10 feet of propedy line[o ensure there is no conflict with
-�-� le•I�j Construction: Maintenance: septic system.lt is the responsibility of the builder to ensure the installation of sediment
tit
I 259 -, I.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or culls INLET cE control measures does not Impact the septic system and repair area(s).
1�./ L_J \ material and properly it greater rainfall;make any required repairs immediately. 4.At least one Construction Entrance/Exit is to be installed per lot.
/ !� / 260 rI 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment 5.Waste bins and other areas dedicated for managing building material waste shall be at
f V LOT PLAN %' smooth it. from leaving the Construction site.This may require periodic least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
\ \ / 291 Y�4 / F W `--I 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2lnch stone. no other altemative exists. this separation cannot be achieved,these areas must be
4.Use geotextile fabrics in order to improve Stability Of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or contained behind Silt Fence.
a NI subject to seepage or high water table. tracked onto public roadways. 6.Inlets downstream of disturbances should be protected;streets should be swept when
\ \ �\ tt 'v sediment from the construction activity is present.
\ \ L_JNM _ ..\NC-Environmentaljpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
258 CONSTRUCTION ENTRANCE/EXIT provided on additional sheets.Erosion end sediment control details are not drawn to scale.
QI ----- TYPICAL LOT LAYOUT WITH CURB AND GUTTER
290 ® 261 a
\ \ 1 LOTPLAN / W l`
\\ \\ I N I L pD�\PG/ems/MENT� \
\ \ I
\I 289 I I I 257 \
\ \1 __ 278 I I 273 ( 2\62
\ \ U -- I I 1 LOTARury DATE: sat socu welds PAGE:
CONSTRUCTION SCHEDULE mH NOTE
SODDING I L Obtain all necessary permits and Plan approvals.E d Sed 1(ERSc)permit nd a Certificate of Coverage a ICI ROW MI old m e mredan
I B (COC)must be obtained beforeny land a,Wa'g ' .A copy of the ERSC permit the COC and a hard copy of the W � reB - age hat eras ubsuwtea for
\ plan b kept s pre[ bly' pe b d bl during inspection. ,=II AS fore cull II wNcom 2.ImW18 1 first then'1 fences,reinforced I f 7a17.r.11, 2 as
outl.and wattles.
to the
len.such Mat logs
not
Vw I I 1 256 3.Finishcleating and grubbing Y necessary areas on the lots as they are sryted. SECTION Stakes I Sbkea a deand a minimum si should he in..red
fceteeyone thence oke'an
279 I I L PLAN 4 R BeginI wading d con s SECTION slope.SR SOY✓W located below
272 , s. gm w,n horse struhtion ahtiw should be located Sock/Wattle.
enromomaaanoneaaa I I CONSTRUCTION ion actiMties
6.sin mar ew ngeam fine mm�%e lmrupmr ,hence.The ems of the idg.atm
].(amyl dnv s,walk andpatioa. Ne(s)should be..slightly upsl°wpe t°
�a a I I --- LIMITS _- \--
a.Ion:
me grassing,
m4chingarea most rase installation /o .."'m+- eye... 4 horngoing around sane e
\ 9.Finalgmcssg,m mulching and stabilizing of lot In me cases involve thei smlleti not sod on Helm.Thesilt fence will k(°)
11
. Oak or other durable hard..stakes with a 2
wxapcos,an. I ------ -\ - - Therem
tractor allcntil oe lotduc s°adea or grassing stenionand sedimed and entation
moron control measures III
L- tinch x 2 inch cross section Mould be driven
corwot `- IO.Th sM1allc dself-inspectionsftnett in ndeedim kno trolm and complete the following Wvertically plumb,through the center of the silt
ood Mulch or Compost
\ -- - 30'DRAINAGE EASEMENT -- combined self-inspection found onke DEMLR websire wa n W maximum me%m sock.. a Ine4�nm
hops://wwwA -c.g /shoo nergom eral end lend re urce.4sto ter/sto ter prognMnpedes-c u program
_--- t Twelvemths of complete forms shall be kept on sited availablefor inspection at all tiros It isetcormmededa ersocanrraMe.Stakes shorry herIXxced InaM
/ rval
\ -ZQ copy be kept weperm box.Rf G.S.113A 541tivougn G.5.113A 5]S _ ISA NCAC 04A 0101 through lSA UNTRENCHED NSTPLLAIce S tl)Nh°°v„
B NCAC INE0504 Gen -NCG 010000 NPDES for Cn - Activities.
II.Slf p f dsed' 1 are to be perfom. 1 e dard d TIO w.esv�wnr.m.ro°•°°o.ecwmmw.:. �1BtB�° event%wth'24n f ry f8 k 1' n.AnY Jd M1MIb mad d' ly
4 280 271 \ 264 255 \ dd3All ESC �IIb d P 'f d'k d 1 k'PI A 6' h IIb shed OM RCv w
e height
ENTRENCHED NSTALLATON
rumff
�' {{1{' kyaane Sher
i;!!,T� HII HA� P end ac ep 1 .When U project PI M P Mall DEMLR I out the E&SC M1 ei
eti
)p„ I' IZ.I project inspection report,IM1e permiree Mall visit Mukh w Compost COMPOST SOCK Nil.FLow PATES
A PO 1)�jj jjml4 Nl 1 ,Ai wwwre" ,'ilHp�iM{� Plan.Ares DEMLR informs it an electronic
of the Iosen.re-NOT).A$100 annual general permit fee will be chargnd for UntrenN,ed Soros Nea T°B 2. nle must be repaflced llcldggeem
"dtil th Fdeo.nc.gov/NCGRI"to submit uelectronic Notice oftermmar
needed M allow for
rcr" u":04 m�wnrea,°reu n'1 the o-NNOT Cohas been filled out. P,otnldd p••N .maw pa%aml tea°am1 Nsonml repo"ml pspaml
nmH sw. sLvAPPEARANCE OF GOOD SODnGXn k,. .case \ srom FIawy fweNe L.s,<ou nWml Naamr Pasml 730 Feet 1000 Feet lam ml lsaoml a aycun�eeeabbe repmwawnTne
281 270 \ 265 Ww"Are enmemmaa%are.
G m „a mm ,am wa mm dam a N l if `g de"De` g tl
°
ow
\ ;a"m".;„ma: ta. I wgml naafi r tee,gram m. ) a $n�i°°�emh`e�, �°nc"wa bel,°o.�°"one
IIIIg�Iull f V!I'II II IhJI I "°''°'" e-' \ 254 A"SELF-INSPECTION REPORT FOR LAND DISTURBING L SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION
l 4 I l ACTIVITY AS REQUIRED BY NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR COMPLETED AS
�, o.ST.enam. .,"�soorrus
AN EXCEL SPREADSHEET.AN ALTERNATIVE IS TOOO MAKE
282 269 266 1'` 55 NOTATIONS ON THE COPY OF THE APPROVED EROSION AND
253 SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PAGE 1 of 2
252 PROJECT SITE.RULE 15A NCAC 048.0131 STATES THAT
GROUND STABILIZATION \` "...DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING TOTAL DISTURBED ACREAGE: 0.99 ACRES
AND DATING EACH MEASURE OR PRACTICE SHOWN ON A
SITE AREA STABILIZATION COPY OF THE APPROVED EROSION AND SEDIMENTATION EROSION CONTROL FOR
EXCEPTIONS
DESCRIPTION TIME FRAME CONTROL PLAN OR BY COMPLETING,DATING AND SIGNING AN LOTS 260 - 263
PERIMETER DIKES, 7 DAYS NONE 288 267 _ - �50- -- - INSPECTION REPORT THAT LISTS EACH MEASURE,PRACTICE fd
SWALES,DITCHES& 268 _ ----��- - OR DEVICE SHOWN ON THE APPROVED EROSION AND
SLOPES SEDIMENTATION CONTROL PLAN" B LA K E F I E L D
HIGH QUALITY 7 DAYS NONE _- /-
WATER ZONES -"'� - -
(SSW) _ - PHASE 8
SLOPES STEEPER 7 DAYS IF LESS EN LENGTH - / - ' �- MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
THAN 3:1 OR LESS IN LENGTH - .e. a r. m,.ma anccow`�,emmea°p .maws '° .a.ae010a wwwm coy .a "
AND ARE NOT `- -- ..wands,orour.owe..maaway. kw.Mwwam mapenceulooffon°oemekvod m,°am„en.I.end.Any,apa«M.be made FOR
STEEPER THAN 2:1, 150 atrr
14 DAYS ARE ...._____ __ _- -- --_ -Damped a.d..°e°=OaNdn<%scum«re `•epmm«y.M,«Nn•ht«�a'aN.rime,�apaldNm.Ntt•%' m«ran°�d and«ap�.e°f CATES BUILDING, INC.
awlnalme ranee.Adavaata,roage Moe anomdbapmw«enr°mkmmereaee at fa ammea.Fax.we
ALLOWED s WnOaa « reroree mo CEDAR CREEK TOWNSHIP CUMBERLAND COUNTY,N.C.
Ma sod Mo.Worry.mawtanadrob,a Mar mawaesrake mom ma areas ,adsmaaeewebra0a,nausea,yIomaaem
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR adequate roxem v.rod zone ard erentdormancy ofrhosoe.Tm.oeamwdnbxee°m to.ea.e,Ms 11;0 adequate„wee,and Namaa.ofMe SCALE:1".60' OCTOBER 2023
FLATTER SLOPES GREATER / mold.The sofI..Ibewnedand redaa per sok'type mom*onaw,e when
THAN 50'IN LENGTH Gr a"
°m"one 141 m mm�.n.�T.area gaandnaeaawg snook I.pmpany,„w,.e"andam."aene..,coy.%e"w,tw%rePwem PM ado.. aea�e FM GRAPHIC SCALE IN FEET
°a,ndaa,d.m,amaamwdmmawtaw „a mwwasearatanaanssvosr„watw,p,apa,ya„ba„a2,.snake«rmakme..m,a aaead„sacra,
Persuant to G.S.113A(3),provisions for permanent ground coversufficient to restain a must 0....6n"makm�a Of Year wee raxpame II estaaahmwaofa p"mran°Ipress..Men a rernpa,a,yar°°am°no,m m ease kw,u tre pm*g seen perm.the ma
so so o so MI too
ALL OTHER AREAS 14 DAYS NONE(EXCEPT FOR be accomplished for all disturbed areas within 14 working days or 90 calender days(whichever is Rai.,a olds, mmapaweada,ma%wmam anarm"o+pmenn ,w,rave.o..tw.t ono a per w.axmmmam.me bwnerwkwarm rmkm.con...,
WITH SLOPES PERIMETERS AND shorter)following completion of construction. « m,, gNw,ya,mwmumem.uaa aan MOORMAN,KIZER 8 REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.
FLATTER THAN 4:1 HOW ZONES) ,.o«a manual.saga"g. g.«a.wmwgnw e.�a,.,arevr.df� ,epmpwgraaaen nnagm""w.m � « " e� Bit awaa PHONE[phone] FAX[phone] FIRM LICENSE F-0106
LAST SAVED:a/28/2023 11.14 AM LAST PLOTTED:g/28/2023 4:06 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\GATES BUILDING INC\16-1802-Or euoCnrIELD-EC\PLANS\eLovcoIELD EC LOTS 260-263.DWG