NCC233240_Site Plan or Location Map_20231031

54.
o-S •60 - IWAW - - CONSTRUCTION SCHEDULE DATE: PAGE:
l h h / 2 Install pe.,im and plan approvals.Erosion and Sediment Control(E&SC)permit and a Certificate of Coverage
1.Obkin all necessary
/ I (COC)lmsrbe obkineo��rencany land dM1sem,bingwit occur.A copy of the FBrSC permit ma COC and sherd copy of the
plan must be kept on site,preferably in m box,and accessible Jun Inspection
s punt
e greed construction entrances silt fences,reinfomN silt fence " " "B" 'C" Ai
utter end wenles
p p 3.FinisM1 clearing and grubbing any In
areas on the lms as they are started. �
4.B<gin lot6mding and<xcavarim activitles � ti u �I % 17;^�yyy/ I ot areas
fine HOUS¶ 112: OUSE I
'S5 J Y RAY
'� I / ed xlf mspttnon form tetrad on the DEMLR weRAM 1
C8 -RO• ATRO r AY -ROADWAY9 • / '' hnpsTIle:istaigni
eq.n<.gov/abouUdivisions/energy-mineral-anJ-IanJia
rceslxmrmwaterlsmrrnwamr-program/npJa-conatroction-program. URB INLEr�Eoce of CUaee months of complete inspection forms shall be kep ite and available for inspection at all timeIt is recommended a Notes:a e kept M a permits box.Ref:G S.113A-54.1 MmuS.I I3A-5]Sections ISA NCAC 04A 010 through ISA 1.If needed.Tree Protection fencing should be installed along the buffer zone,wetland® o4E 0504 General Permit NCG 010000 NPDES foswction Activities. LEGEND boundary antlloraround protected trees,provitlin9aredius oft leas[1.25 feefor each-inspmdona for erasion and sedimmwti°n control ms ate to be pMormedat least once every sven calendar days and 'rich of trunktliameter.OFFS TE n2b bows o£very min event of Beater men I inch. eeded repairs shell be made immediately mainmin meazwes as 2.Install SIII Fence on thelow elevation sides of each lot.Install Silt Fence outlets shown on
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ry I ed.All ESC meesnres shall be mmnkined es spwifed in the construction ddeils on thins pkn.Armn gauge shall be rmklledNchemalicldegram endfold Adjusted.ftneca558ry,fen placement et low points.If lots ereMONTR03 SEPTICFORt the project site for monitoring. Flow wRECT10 contiguous and have different land owners or builders.each lot should have individual Silt\/\AO SR 1215 O0Htuug. AO 31 LOT 66 \I 121P1a0ARerDFMLIti lmmsnocpenmiltee0A pfoij Rcloseoutrcvietlspxtinrepmt,NepermDtEML„I'V'so`eautthe E&SC SILT FENCE Fencesous
l o '/3/y ' J d MCG01"to submit m electronic Notice of termination(e-NO .A$100 annual general fee will be charged
SILT FENCE OUTLET
gEl O / EHE
CURB INLET 3.Install required Silt Fene within 10 feet of property line to ensure there is no conflict with
••eq.ne.gov T) gene Permit Be
I been fiedCONSTRUCTION\ ntrol measures does not impact the septic system and repair area(s).
tn
dedinatedf3. OFFS ITE 5.Wase bins aotreas dedicated for managing building material waste shall beat_� / SEPTIC FOR vtis separation cannot be achieved these areas must be
\ "-,I
� A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY contained bei Snce.tn S \ nf LOT 65 NCGS 113A-54.11S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR 6.Inlets downsm turbances shoultl be protected:Streets shoultl be swept when
�"w ♦ TS1` -1 COMPLETED AS AN EXCEL SPREADSHEET. yipresen
eiT ltei setanentfSeWcencaOivit u.
V�a AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED NC-Environmental.
5w I \ jpeg V.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
,s ,,I{, EROSION AND -- _ - provided on addltlonal sheets.Erosion and sediment Controldetalls are notdrzwn to wale.
.# 36a p`J V SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A TYPICAL LOT LAYOUT WITH CURB AND GUTTER
/ \ NCAC 046.0131 STATES THAT-_.DOCUMENTATION SHALL BE ACCOMPLISHED BY
7 4.41:1-1,4 s''
a �7 _ ) \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
OPEN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
3° x o �+ MAIL 40 \ SPACE DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, DATE: PAGE:
z PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
o p$' I �EN KIOSK 67 \ CONTROL PLAN."
CD SPACE
azaD D 6-Ize o / k A i,
drie
VICINITY MAP / / 66 �o�a
'� 30
LP I 42 65 ' ' Q � .��� °' °a
•
/ /' 64 sp ' / '.- ,y ra•
te
DATE. PAGE / //// A. �' M n
S' 6 /watt 51 Sock/wattle NOTE:
/ / (� / - �vyS
owe a ltft-W III d ter ,4111°.
// d �� \ '��I `ir IIfu' II-.IL x. 'armywim mmpam /'
to the desired length such that ConSimmlOr M tStokes Stakes 3. e(1 nsttaall.paralo ' '� 1,Clear the entrance antl exit area of all vegetaton roots antl other obleconable 1.P NCGA1' pct I k tl after each 1 inch or
sEcnaN SECT ONa.a minimum of 10 feet °graded slope. '„d the e°e nemvYj, rmetanal and propady grade t g t r r f Il k y r q tl p etl'etely_
Y 2.Place the gravel to the apeuficgrtle antltlmensona Shown on the plans antl 2Mantainthe grovel patl ins ondtonto preventmutl orsedrent
mooth it. from leaving the construction site.This may require periodic
lO �Owwathel lMiwiabeuemea"d mly>p�opem45 �,/`�• 3.Provide drainage to carry water toasetlimeM trap or other suitable oWet. topdressing with 2 inch Stone.
°.V,a+ gM,ae silt emelslmg rN ne eon ,e G 4.Use geotexfilefabrics in order to improve stability of the foundation in locations 3.Immetliately remove all oblectionable materials Spilled washetl or
subject to seepage or high water table. tracked ante public roadways.
O. Oak or other durable hardwood stakes with a 2
inch x 2 inch cross section should be driven
vertically plumb,through the center of Ile silt
soclorwatde,Stakes should be placed at a CONSTRUCTION ENTRANCE/EXIT
maximum interval of 0 feet or of 8 fem lithe sin soamwmne is maximum
m a 4 inch
or Com >
o o1 NSThePllAght of log
t g ntl4 Min. 5. de lie.when
UNTRENCHED IONpavementhPB t
ISOMETRIC ` µY FLOW ,, MAINT1. ENANCE:
"sew W a)«>�weekly a .� LG 60� SODDING
ilt#Ikili"
each
ch or greater ralnfall.Remove
irnent and any debris as
m,DnaanthedSwkn PreaTo1 D„enDMmmer =, (bit";",)t«x. I .m) a^Tsen 2. anle must n p d cloggedor ��1` ��
Shoat Row-... �sinosoekm�(�°n i�z mi ie`mi a \ 0 ''NMI '''. ""`sT,;,"=9.,:=Z,
o
worxA. if wattle /M (305 m) (395 m) ( m) 4 �� FMoa.RoralMl.ino reefs.
Hrs,ak n„ zs ,La s.o zzs larger
diameter.,
n dam secs diislodged. /
p,toaga aot> O.
5 dmsommA,attles..n inspected -- ��MA*INa.a,atenN.os
SILT SOCK/WATTLE FOR PERIMETER ANC>n xinwm m emee.a°mere d41#.11
„ram „mire 9Pmia s %'
m/ fee (nee m/ t37° mean°.nenbnen peimare s..... aimCUT.MUST
m/m) imim) imim) /m/m) mM / 49 5 DEWTHEAAM
D INLET PROTECTION / "`r
DATE: Wire FenceFilter Fabric PAGE: \ \ 78'Max.Standard Strength fabric Oth wire fence - •.•...,
steel Post sMa"Emes g arc reran Wire Fence wire Eackcii trench40011011,,50
\ \\ 110
Y
ointi
Steel Post _ thorou9hlPocl11.- wrry rrvs sot TnsT y>rHssao s sMavea
56 \ i dll�.
Plastic or
} 21 I aerr D HaN a s
Wire cos taa f
+� STABILIZATION
I eon
1 the �n GROUND STABILIZATION / APPEARANCE FGOOD SOD e•r,�l :em'o SITE AREA STABILIZATION
x EXCEPTIONS �EN �I V � I xor
' DESCRIPTION TIME FRAME 55 PACEIo� 1����4'I���������
LFlxer Eab.o PERIMETER DIKES, 7 DAYS NONE a.a
Construction: strength rengthhsymhet'ag CROSS swALEs,DITCHES 10 53 20 ( / ec". *°°'^�
t e t the sedlme"tlemm extra &SLOPES \
2 mayIEnsuImatmeluesight f water sufficient
cause does wteeof ( s osx>swmw.
;; awrmxn-eomuaaoowsxow°.
°°
may Impound voumeaofroma sums rats cause failure or ) / rA ,n wnawwnx
a.cmamm,the gkrkbstenfrom Me mmnuoo>rmm mmee - - jointsHIGH EY 7 DAYS NONE / \ ,�bc '�"' `°°°°`"°t"'
necessary,securely ltertbrn by ire ins Mstenpose with A feet.the
me te WATER ZONES o � I
4 supportew ire standard strength the er botabroby:trnch.restenth secmeymme men,to aeafmn pnupslope 1.Insp.
nsp s (HOW) '
thew.meek s°ppanmme honer afros trench.Fankn me wire reinforcement,men kninoome°pampa 1.ace or
knees et least onxeweek and after each
fence zip hen she mength inch or reater.m>.make repairs immea°ter SLOPES STEEPER 7 DAYS IF SLOPES ARE a
62 \ / General Erosion Control Notes
5.when a wire mesh supped knee is used.space poms a n should 2.Should ,°ateew p THAN 3:1 10'OR LESS IN //11 S
0xroretrn filter....wi.0 footpo sp gdoes nm.quu.a wire mesh suppo ccmw.saruslynas m depositsas necessary to LENGTH AND ARE N� 1.Only the are s shown shall be disturbed.
a minimum a,bewme'nerce se max os Exo-a S.ROragevlu me eon Mekman me niter steno - sno°e novae mnm°m orso po°ne,an:e morega vo°ma t«,ha ham. rep°me OT STEEPE 22.All disturbed G s shall begrassed a dstrength. knee.Take re..avod un '- ring N R - qT0 m IchedGs s speas ble d onto nod
u eonc
Cn m] Bwavak ma va 1 1 1 lx a - ne>eem along th>pmpa»a-ne ors>po>t>ma aeaw°k. THAN 2:1, 14 ,- ', ' 3ea untlpemanentcover sestabl'shed.°p>ope from to 4.Removes fmnng mmen.> tdeposits DAYS ARE qs Place 12 inche e e ofN rer.. and bring me area to grade. -t aner me comeb°H,g ALLOWED Ceeackethetren sir backfill arenageareahasbeenproperlystab-had. �� 12,SLOPES 3:1 OR 14 DAYS 7 DAYS FOR Sea1p.wlrnmt n.rne ">nng�e>. FLATTER SLOPES GREATER / 1 \THAN 50'IN I (..\NC-Envircnrner,lal.jpey LENGTHEEEEcrNF ur,.,,u, SILT FENCEALL OTHER AREAS 14 DAYS NONE(EXCEPT
WITH SLOPES FOR PERIMETERSFLATTER THAN 4:1 AND HQW ZONES) \1,1 ( 1r) 16 N
1Lyt Plan
DATE: PAGE: / I \ \
- eels FENCE / CONSTRUCTION ' . PAGE 1 of 2
/ m \LIMITS
CON LIMITSTI•
/ TOTAL DISTURBED ACREAGE: 0.59 ACRES
\ ' LOT EROSION CONTROL PLAN
Ton OF SILT FENCE
LOT 15
MUST RE ATTABOVE THE HE WASHED / WALTERS
ST •
EEL FENCE POST . ,
�- MEADOW
HARDWAREWIRE
FENCE
NOTH FRCNTVIEw SPA(3 .,.
BURY WIRE FENCE,FILTER FABRIC,
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOR
WASHED STONE _ FENCE
CLOTH IN TRENCH
DREAM FINDERS
FILTER OF
3.FILTER FABRIC NOTES: INTO SOLID GROUNDGeneral-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once per week minimum.The builder will insure that the construction activities on any particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be
z67 ON GROUND 1.Hardware cloth andgreveI hoPART muIdoverlaythesiltfenceoatleastAi2E relocated on the lot to insure that the potential for sedimentatiommmoffis eliminated as much aspossible.Silt fences and gravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained toinsure proper ground stabilizing cover. HOMES, LLC
illsinches. Gravel Construction Entrance-The ravel ad should remain in a condition to prevent mud or sediment from leaving the construction site.This may require periodic to dressin with 2-inch stone.After each rainfall,inspect an structure used to trap sediment and clean it out as necessary. Immediate) remove all
a a � g p p g y q ° top dressing p y p ry' y QUEWHIFFLE TOWNSHIP HOKE COUNTY
a 2.Stone outlets should be placed on low elevation areas of silt fence objectionable materials spilled,washed,or tracked onto public roadways.
and based on field conditions. Silt Fence-Sedimentfences should be inspected at least once a week and after each rainfall event,Any repairs should be made immediately. Damaged or decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure SCALE:1'L=100' SEPTEMBER 2023
MAINTENANCE: that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations,
of 1.Per tCG-0f,inspect o flet atample lest e anyreewrekpair aim eachrely. or Sodding The sod should bemaintained to insure that the take holds in the areas beingsecured.The sod should be watered as necessary to maintain adequate moisturethe root zone and t dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth
GRAPHIC SCALE
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event Complete any required repairs immediately. q- root properlyd. grassry quae in proven yquae Brio 100 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds 6 inches. and stabilization of the bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible.
3.Keep mesh tree of debris to provide adequate flow. Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial step in soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating properly.Any bare areas should be = MEI
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass.
5.Replace stone as needed to facilitate de-watering.
..\NC-Envy enlrn.7pey Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upslope of the wattle and any undercutting is to be repaired.Sediment deposits that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height.Removed ( IN FEET )
SILT FENCE OUTLET sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 1 inch = 100 ft
Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during cleanout.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:9/21/2023 1:16 PM LAST PLOTTED:9/21/2023 1:36 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H&H CONSTRUCTORS\23-1367-02 WALTERS MEADOW-EC\PLANS\WALTERS MEADOW EC-LOT 15.D130