NCC232949_Site Plan or Location Map_20230929

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54.
o-^� - - CONSTRUCTION SCHEDULE DATE: PAGE:
I, h / 2 Install pam,i¢and plan approvals.Erosion and Sediment Conwl(E&SC)permit and a Certificate of Coverage
I.Obtain all necessary
/ I (COC)must be obtained before any
ylfirsd disstuMing activities occur.A copy of die E.SC pemrn Me COC and a bard 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 fenceAi
outlets and wenles
pp 3.Finish clearing and grubbing any necessary areas en the lots es they are started. � 1 %
4.Begin lot grading and excavation activities ti u^�yyy o
/ I HOUS¶ OUSE S' I
RAI J Y RAY
I / mwed xlf mspttnon form fowd on thDEMLR website C8 -RO• AT -RO r AY -ROADWAY
9 • / hops:/Iww.deq.n<.gov/abouUdivisions/energy-mineral-anJ-IanJ-rcwithiisw,:itiii
mwaterlstomntcr-prom/npJcs-construction-program. URB INLEr�Eoce of CUHeelve minds of complete c.BaC ion forms shell bekept ondvailable Ira inxli Aetall times.R is recommended a Notes:a ybe kept in a permits hex.Ref:G S.113A-54.1 through G57 Sections 1 NCAC 0.0101 through 15A 1.Ifneeded.Tree Protection fencing shouts be installed along the buRer zone,wetland
AC 04E 0504 General Permit NCG 0100tb NPDES for Coin Activities. LEGEND boundary and/or around protected trees,providing a radius of at least 1.25 feet for each
11.Self-inspmdona for erasion and sedimmstidn control mmsmoe pMo,med aeast onceevery sevencalendardays and 'nth of trunk diameter.
OFFS TE within aA hours o£verynuneventofgwter tied I inch.Airypairs shell be de immediately.mainrein meazmes as 2.Inslall Sllt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
ry I deagned.All ESC measures shall be mmnmined as specified in the construction ddeils on this plan.Armn gauge shall be installed N schematicldagram and field adjusted,if necessary,for placement at low points.If lots am
73zi0Ao SEPTICFORt the A jen site for mooit°ring. FLow DIRECTIo co ti u antl have a towel vatsand o side or eachbuild ire,each loSilt Fe ceout have i issh w on SR 1215 c0E'.°Apk,„ 31 LOT 66 \I121PIe ARer DFMLR inlmnlaneMc permilteeof,heproj RClose mlrcviehnspxtionrtpmt,Ne petmDEML„I'V'so`e out Ne E&SC Silt
SILT FENCE Pence.
'/3/y ' J d /N.01"w submit an electronic Notice of termination(e-NO .A SI PO annual nil fee will be charged
SILT FENCE OUTLET
O / ESE
cLRB INLET la 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
••eq.ne.gov T) general permit Be
I barn fied\ ntrol measures does not impact the septic system and repair area(s).
atedf3e6 OFFS ITE 5.Wase bins antl other areas dedicated for managing building material waste shall beat_� / SEPTIC FOR separation cannot be achieved these areas must be
\ �ly"-,I
A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY contained behind Silt Fence.
S \ Y LOT 65 NCGS 113A-54.11S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR 6.Inlets downstream of disturbances should be protected:Streets should be swept when
�"w ♦ TS 1` -1 COMPLETED AS AN EXCEL SPREADSHEET. is present.*alter sediment from the construction activityt.
V�a AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED „NC-Environmental.
„1?5w \ jpeg V.Details for Sill Fence,Silt Fence Outlets,Construction Entrances and other measures are
,s ,,I{, EROSION AND -- _ - provided on additional Sheets.Erosionand sediment control details are notdrawn to scale.
.CK 368 397 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 _ \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
o
�/.a 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
.e. I �EN KIOSK 67 \ CONTROL PLAN."
CD SPACE
aRaD D 6-1 e o / A r
g VICINITYI MAP / (/ 66 �o�a
42 65IIP Q 1i�� °'a
DATE. PAGE / / // A. �' Mn w
6' S /watt 51 Sock/wattle NOTE: / / ( / - 4,
awe a FL. 3"MI Area to M Y OtMr materials n III d 40,
// d �� \ '��I `ir 11 ..l tT.IL. 2. 'ormy.1 comport ,'
to the desired length such that Consimchon M t
Stokes Stakes 3. chi nsttaal.parallel ' .30
1,Clear the entrance antl EMI area of all vegelat On roots antl other objeconable 1.P NCGA1' pct t k d after each 1 inch or
sEcnaN SECT ONa.a minimum.°feet °'„dsue nemv melanal and propady grade t g t r r f It k y r q tl p etl'etely_
111•1111111111°7
2,Place the gravel to the Speufic grade antltlmensons shown on the plan&antl 2 Maintain the gravel pad inaondtion to prevent mud or sediment
graded slope.
10
mooch it. from leaving the construction site.This may require periodic
Co '20 dUwamellnweabeud-.:':,Mb::::T. 45 .../...
.� 3.Provide drainage to carry water toasetlimeM Yap or other suitable outlet. toptlressing with2inch Stone.
A,Wre+ 8War, sin e.elslms rg ne aena Ina G 4.Usegeotextilefabricsinordertoimprovestabilityofthefoundation inlocations 3.Immediatelyremoveallobje�tionable materials Spilled washed or
Subject to seepage or high water table. tracked onto public roadways.
ll) 4. Oak or other Mr..hardwood stakes with a 2
inch x 2 inch cro.section should be driven
vertically plumb.through the center of the silt
sock/wattle.Stakes should be placed at a 416..
maximum interval of 4 feet or ,111110111 CONSTRUCTION ENTRANCE/EXIT
me silt soc.arta is maximum re a 4 inch
or aura :
oo1/2 hePeight of log
t g ntl 4 Min. 5. de M.when
UNTRENCHED IONpavement)MB M
ISOMETRIC VIE reY FLOW.TES ,, MAINTENAI. NCE:slit ew n a)«>�weekly a .� +4.
60� SODDINGeac
Inch or greater raln.11.Remove
COMPOST
r accumuMed sediment and any debris as NV SOD IN A STAGGERR,ED,m,
.r unnenmed socks ....motecte osswn DMms,ar 4, (,00°,°.h,)(so„°„",)(2.'i'. S^'S,m 2. mlemanb p n m cr ��101n . ��&hen nowt' �BiHa Sock m=carom eschi 750 Fe i & °owar,,,,,..fwere. /M (&a5") 1:'r m) (& m) 4 �A M�� aapsNapraI..-,,E-
° Hrsnalk n„ zs ,La s.o zzs t�,n=i1°n ae;eaa ari°"i�a;;eaam / �"7,: heat. S !liTt w,am°sshcib°mspeC'Brea lava ��MA*ING-.wst&oaRosSILT SOCK/WATTLE FOR PERIMETER AN.an cei°romp% aw°°re°a ache6'y'„ram /f< 9Pmia s BM(s4 G4, Gee 12s, 13T° .°°surehas Haanpeim°re s.Ml° Etttym/m) /m/m) /m/m) /m/m) ran /•
49 5 AM
D INLET PROTECTION / "`r
DATE: Wire FenceFilter Fabric PAGE: \ 5� �§7
0'Max.Standard SITeng111a.c with wire fence -
Steel Post sMaErnes p brc reran .re Fence Wire Bd<k511 trench \ \\ --, Y
and
Steel Post _ thoroughly
Ups lope wrry rrva sot TACT v%,aI<soo s Mowed
56 \ dll�.
Plastic or
} 21 I / a.Y, Nan. D HnN.a.
cure cos tn4 f
+� STABILIZATION
I dots
1 the Sin GROUND STABILIZATION / APPEARANCE OF GOOD SOD ea
111111110'
X�(}( iala?g SITE AREA STABILIZATION
l?x a EXCEPTIONS 1PPA
ENV � I New,I' DESCRIPTION TIME FRAME 55CEIo��1����4'I�������
LFBer Fabric PERIMETER DIKES, 7 DAYS NONE aesro
1. anConsInnmrn the seamen b strength or strength synthetic CROSSSECTONVEw 2. SWALES,DITCHES 10 20 ( .-/
ro'TM�
amen of standard extra above the (Higher rmws &SLOPESosnessemn..
maympound volumes ofweters sediment
cane.1Iureedo me snunurer HIGH QUALITY 7 DAYS NONE
_ / \ ,�bc °°`"°T"'
P.Cons..the filter n Ne:urothefcontinuous
l.c�th ony atawppon post xan a feet banter
to
Winn.When
eye doss. WATER ZONES �" I
4.Support b strength filter fabdnbyM1 ire mesh ravened securely.the upslme aide of me pos..Emma gents: (HOW)
the wire mesh support tot.bottom of trench.Fasten the wire reinforcement,then fabric on nsp.sediment fences at least once a week and after each 1
strength. ups lope ins or reaterramal Make an requrearep° SLOPES STEEPER 7 DAYS IF SLOPES ARE /11 S
�- 62 �� ". aGeneral ELOSIOII Control Notes
Mal should u°feid°Iof asediment fence collapse�tteea,deco p , THAN 3,1�Ito.g um a re�mum of2side of the fence post.Wire or plastic 4 iimes°sMas should aa mammve a �maoram�apad.sapwdss owe manvan rorelace'it promp 10'OR LESS INoqTsecurExtra atrenglh filterfaidc wits root post spacing aces cut require a ware mesh supportfenoe.sacumdr n or become CtdaeposItts as newssatrk to LENGTH AND ARE CONSTR /IONNIyT 1.Only the are s shown shall be disturbed.
6.fanenMe finer...M.9Ytoposts.Wre or plasfin rip ttes should have a minimum of50 pound tensile .erarage volume for Me next lain end reduce nm,ureon e NOT STEEPER LIMITS 2.All disturbed a shall be grassed a d
].Ewegeie.e earth appruxlme.ly 4 inches wine and.inches deep along the proposedrne of he posts ena S cleamumecereto°void nneermmmg m°fmca anrliq at" I qT0 m Iched Os s ver os Plsseis le d aintained
THAN 2:1, 14 �\ sea I until pemanent co tablished.
e.Place 12'mnesof.bric eons fie bottom and side of the trench. ,der the asreamms de andstae alit Me come&IrN DAYS ALLOW DE 1 \ I �S.Backfill the trench wi.soil ,the finer.bnn one p .Tn e w nil nf.ebankfilus 4 are.°Se erne Has bean pmpenr s.bilbae. 2SLOPES 3:1 OR 14 DAYS 7 DAYS FOR j /Lot Plan -�' \1a.wlcea n.o enaae tosses leas. FLATTER SLOPES GREATERI/ °H" \THAN 50'IN..\NC-Envircnrnen Lel.jpeg LENGTHFFFFcmFuF, p,,.p� SILT FENCEALL OTHER AREAS 14 DAYS NONE(EXCEPT / 13 WITH SLOPES FOR PERIMETERS CONSTRUCTION /•FLATTER THAN 4:1 AND HQW ZONES) LIMITS 14 5 16/ ^ of Plan LIMITS \
DATE: PAGE: I
- 4MIN. a �I FENCE // ro \ \ CONSTRU TION \ ' \ PAGE 1 of 2
LIMI TOTAL DISTURBED ACREAGE: 1.17 ACRES
ABOVE MUST BE ATTHE a / \ �' /� LOT EROSION CONTROL PLAN
TOP OF&LT FENCE
LOTS 12 & 16
THE STONE , WALTERS
/STEEL
E" 7.-- MEADOW
•
HARDWAREWIRE
FENCE
NOTH FRONT VIEW SPA(3 �.
BURY..FENCE,FILTER FABRIC,
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOR
FILTER WASHED STONE _ a CLOTH IN TRENCH
DREAM FINDERS
M 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
z6T ON GROUND 1.Hardware cloth andineveI hoPART MuIdoverlaythesilttenceoatleastAi2E relocated on the lot to insure that the potential for sedimentation no ftiseliminatedasmuchaspossible.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
88ro inches. 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 necessa Immediately remove all
a d � g p p g y q ° top dressing p y p rye 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 condition. SIIt 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:111=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 outlet atpla lest e anyreewrekpad immefter diately.
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 dormant 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 dormancyquae tiro too 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 = MMI
SECTION vrEw 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 entd.Jpeg 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:e/23/2023 12:42 PM LAST PLOTTED:8/23/2023 12:43 PM PLOTTED BY.Dennis Gilbert nunttun:G\CURRENT JOBS\H&H CONSTRUCTORS\23-1367-02 WALTERS MEADOW-EC\PLANS\WALTERS MEADOW EC-CATS 12&16.DWG