NCC250042_Site Plan or Location Map_20250107

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N rye,,RO 4,o,,,SR R r 2o4 b III u// \ q 2.Install Silt Fence on the low elevation sitles of each lot Install Silt Fence outlets shown on
0 r rare$\ 'I 1 \ --- IF wwnn�� - schematiWdiagam antl field atljustetl,if necessary,for placement at low points.If lots are
ep/ III III \ \\ \ / agl.I...� I.3. !188' contiguous antlhavedifferent lantl ownersor builders,each lot shoultl haveintlividual Sllt
� \ _ Fenaea3.InstallrequiredSilt Fence within 10 feetho properly line to ensure Mere ii nocentlict withR i/IofS \ ---- \--�-- wm.m..9a.7j,t;','
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septic system.If is lM1e responsibility of the builderro ensure the installation of sediment
o led II III \ - / \ APPEAR:g4iF,,:im,,,,
NCEGOOD SOD wnhol measures tloes not mpacf th pt yf d p- ().
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qq 90 \ Ds \ 6.Atleast oneCoast ct E t IE t f b IIdp t.O 4' III 1 \\ \ \ 5.Waste bees antl oth tl d tad f g b-Id g t- to shall be t
eS? 1 III --- \\ \ \ I'II III I I least50feet away f t d - 1 tl g d't h 't n be shown that
1s Y23 �7A- VICINITY MAP �' - v A I I no other alternayy 't Ifth p ation cannot be h eel th reasmust be
\ illJ III `r l II 111 a con[a red behind S It F
1 m OO (N.T.S.) o m \ 1 III \\��-\ \ \\ \ / \ \ e� 6.Inlets downstream of disturbances should be protected,streets should be swept when
bra \ ` -- N N \-// \ q�m sediment from the construction actvrys present
V, ]DAY GROUND COVE \ \ \ \ \ _r%`_� - +„saw,„ ..\NC Environmental.jpeg T.Details for Silt Fence Silt Fence Outlets,Construction Entrances and other measures are
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/ IN DITCH WHERE PIP �/ - `----- N N \ provided on additional sheets.Erosion and sediment control details are not drawn to scale.
F,Z �`\ HAVE BEEN INSTALL - \ N N / --- \ \ -------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER
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/ \/ DRIVEWAY CONSTRUCTION "" \ \ \\ \\ \ crag Method I� 4 Mlrv. H
SILT PIPE IN ITCH - : ENTRANCE FENCE
DATE: Wive Fen, Filter Fabric PAGE: Q \ 4 \ \ ,\ - // -_-- \\ The dada. - _
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bl boat- n Max Exgoa g brc without coreten .-Wire Fence Wire eockf trench \ / C&"F" \ \ N. \ m.w ..
wire d CampOat v I v ;.a I' �A _1>
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Steel Poste. '61 d(GROUND \ I _ \ \ \ `- \ top B •
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�N DITCH WHERE PIPERJN
�` + +zc�rt�T T y'sT. CONSTRU TION \ \ .......
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Plastic or , p p \ / HAVE BEEN INSTALLED ** LIMIT \ \ -' \ .vas .M
Wire teate�af .„
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DRIVEWAY ):PI�NCE \ \\ _ WIRE FENCE
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- PIPE IN DITCH \ -_-__ \ .` q-.. HARDWARE CLOT FRONT VIEW
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Lot Plan -- _Et
Filter �FUTER FABRIC,ISTINA/IIRE rvcE.
Constr.. • Flier Fabric c 1 / - - eL'r .\\ "C �� \ _m m ,_ gym% r STEEL FENCE
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arrier of standard POST SET MAX
aesnongth texceed2 inches.tic
Reground Highs fences RoaaSECTIONVIEw �� ---_ mom WASHED aTorvE rvosoLloGRODry
sy COS LTIFION
teed z4 inc�e�'buve me ground. ]DAY GROUND COY" ♦� _Ar Iy` \ -- 8� NOTES: y ARTMIN' �o wamwARE
1.Construct the sediment
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re Mat the
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to causefailure of Me length a the barrier to avoid joints.W.pins are IN DITCH WHERE'- . �•� D3•y? 4 LIMITS GROUND 1.Hardware cloth and 2API should overlay the silt fence at least 12
z3.mayuimlrouna volumes oeiwaasediment
sufficient utter „ony eaau pas poor wig cleat minimum overl�pmMe next post HAVE BEEN m LLED f I4 \ - \ mtim \\\ � inches.
grave s ou y
4.Supped standard strength nreTnesten therrlaeritc e1hwlre mesh fastened securely b the upstage side or time plosta.Ems. �' V3yi - \
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the wire mesh support to the bottom of I.ape ajirs immediately 3' -aj Jg -_ \ \ tip �m o°� 2.Stone outlets should be placed on low elevation areas of silt fence
aside of the fence post Wire or plastic zip lies should e a minimum as on 50pound tonsile strength. inch or greater rainfall.make ppOON should be driven entenceucollapse,t ar,decompose, I CONSTRUCTION'al \ ----- and based on field conditions.
5.When a wire rnesh suPPort rence is used.SP.. al M1 ENTRANCE �' �vt \� MAINTENANCE:
promptly. DRIVEWAY 3.ni-.
IL a
\ 1.Per NCGO1 inspect outlet at lest once aweek and after each linch or
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.Extraty n M support fence.Securer I ♦ ..
BURY
ground a minimum of 24 In.es. or
come ineffective,replace it
a fasten the titers y posts plastic p s e have a minimum of so pound tense e 1 PIPE IN DIT _ \ N N o° y �- HARDWARE groin FILTER FABRIC N TRENCH t rainfall event Complete an requiredimmediately.
Remove as preside sae rya i �� k g greater p yrequ re repairs
a fence.T a to maid undermining lh Bence dud. I _I\ -I•• 2 �♦'' \\ \ N \�--- ➢ II�IE F2 Freshens[onewhen sediment aide adequate
exceetls6 aches strong h are \ fi 11 1111: �l�I 'nil i' o 3.Keep mesh free of debris to provide adequate flow.l \ ,� +�'�- 4.Remove sediment when hallo(stone outlets covered.
7.Excavate the trench approximately,'incheS wide and 8 acties deep along.unstops from the barrier. 0.posed line or me posh and Remove
_ \ 'Lot Plan --- 1 ) litter 1 S••-12.
B.PI inches d and bang the aarea to grade and stadals and unstable
sae 3 after Me contributing \ III IIII �rF� I 11 11 11 11 L\ � I SECTION 5 Replace stone as needed to facilitate de-watering,
g.Backfill the trench with soil placed true titer fahrc and p Thorough compaction 0f me backfi s drainage area has been progeny stabilized ) \ -- w^ i.,...J. \NC-Envir en IA.Jaen
o Da notanacha maw g a i �m SILT FENCE OUTLET
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jpeg / DAY GROWN Yy. st
SILT FENCE / HWHERE PIPES _!� \\ I, CONSTRUCTION //
\ \ DATE: t sock/watts S S PAGE:
---- / HA EEN INSTALLED342 , \ / /Wattle
7 -DRIVEWAY '..4: aRr� 4i / Rowz� M1 R �MI� Area to Pe NOTE:Oger materials again.erosive ding equivalent
beewlximunamr
otection
/ PIPE IN DITCH : ONSTRUCTIO / v - I-- T !II _
uee in silt socks or wattles.
DATE: PAGE // // i-oo4g\ E TRANCE '�""3,,,,... \ // \ r.. - 1" SECTION\r, Stokes Stakes k v
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III ��`ay \1p1an \ `\-__ i SECTION sea and a milts ckW mtretnweo.m.
/ ��E\\ g flat areas ante.t elan s elnlauaga of.w
iana
I/ m \��i v\\h \\ vv / > Ro ,Ma.. g 4 nleloff ahcdeeewmuna11.ro rid algam
<a silt harng d*
and e
as C r ( I CONSTRUCTION /J / ) III I Oak orotherdurable t
Q.° ( �• LIMITS / ((J vertical,
Q�"`G / 1 II III �4.J \ cover
Wa M h a cam Mmf 4 val
d
• • Pursuant apermanent
ri RENL A �..ra..w.�.,r, a w.,�. asp 6.
\ ' // rTio 1/2 height
o9 s groundn4 (.
• I1 '�'�'�'�� II III \ // // (wh'che.er'a aro laawtng CO::ral+non dwnswnana' -°' "'
ti,� i t '\ \ / ISOMETRIC f "nspctaltsa4Wwa�;at least w.kly and/ .. Mn .� ( III Y N aALRawRA a en s .r
4$ • 4� ,r„ titi en II foruntrenreeesadm aTaae °a, T SOCK tarn to men a.In:, T h = : red:eda wgg.ar
/ 47451�! P,/,. I \ ( ^ III ' - / ' sl».trNe Pmtemad �<<r cm, al�aanml weenml lacenml drat a t
ne slit
-- \ \\ \ �, ^ Silt Sock/Woa0000 )a (oeJrmI(Harm) (w°es°et°m) c3 o I coo m) sock/wale may need.. w
Construction Maintenance: 7I. Reins.,If damaged or dislodged.
\ / \ wonae �pravo no. T. U. to zz. was a
1 Clear the entrance and exit area of all vegetation roots,antl other objectionable 1 Per NCG 01 inspect at least once a week and after each 1 inch or ) 1 I III \ ) 1/ I raiym ante WO, s(i�n ypm�rt ypz'« yp3 0«
material and properly gratis it. greater rainfall;make any required repairs immediately. I/m/m) I/man) t/m/m) t/m/m) t/`m,m) measure naen p an y n,l:ea.
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 multi or sediment
smooth it. from leaving the construction site.This may require periodic SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch atone. I
4,Use geotextile fabrics in order to Improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
subject t0 seepage or high water table. tracked onto public roadways.
CONSTRUCTION ENTRANCE/EXIT A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1'IS THIS PROJECT IS IN A PUBLIC SUPPLY
AVAILABLE FOR USE. WATERSHED(WS-III)AND ALL REQUIREMENTS
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY The contractor shall conduct self-inspections of the erosion and sedimentation control measures
NOGS 113A-54.1•IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR and complete the following combined self-inspection form found on the DEMLR website REGARDING SENSITIVE AREA
COMPLETED AS AN EXCEL SPREADSHEET. tinge://www.deg.ncgov/about/divisiotulenergy-mineral-and-land-resauwlstormwater/smrmwateuprogaMupdes<mutmceon-program.
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED Twelve months of complete inspection forms shall be kept on site and available for inspection at WATERSHEDS SHOULD BE FOLLOWED
EROSION AND all times.It is recommended a copy be kept in a permits box.(GS 113A-54.1(e),15A NCAC
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A 048.0131,NCG01 Part III Sections A and B)Self-inspections for erosion and sedimentation control
NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY re to be performed at least oncevery seven calendar days and within 24 hours of
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ve measures
urain event of greater than 1 inch.Any needed repairs shall be made immediately to maintain
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, as designed.All ESC measures shall be maintained as specified in the construction
GROUND STABILIZATIONDAT PRAICTICENG NORD S DEVICE SHOWNIGNING AN PONTITTHE ON RAPPROVED EPORT EROSION A DT LISTS H SEDIMENTATIONtletailsr on this plan.A rain gauge shall be installed at the project site for monitoring.
SITE AREA STABILIZATION EXCEPTIONS CONTROL PLAN.'
DESCRIPTION TIME FRAME
PERIMETER DIKES. 7 DAYS NONE
SWALES,DITCHES
&SLOPES
HIGH QUALITY 7 DAYS NONE
WATER ZONES
(HOW)
SLOPES STEEPER ]DAYS IF SLOPES ARE
THAN 31 10•DR LESS IN CONSTRUCTION SCHEDULE
LENGTH AND ARE 1.Obtain all necessary d I approvals.Erosion and Sediment Control EBSCCoveragePAGE 1 o f 2
NOT STEEPER permits and pen approves ( )permit end a Certificea of
THAN 2:1,14 General-All m will be inspected and corrections made after runoff producing rainfalls,or of least once per week m The (COC)muat be obtained before any land drahabiug actin..occur.Acopy of Me E&SC cer.,the COC and a bard copy of Me
DAYS ARE builder will insure measures
the construction activities o any particular lot do not adversely affect any of the installed erosioncontrol plan must be kept on site,preferably in a permits box,and accessible during inspection.
ALLOWED measures. If lotconstruction dictates,measures will be relocated n the lot to insure that the potential for sedimentation toff is amatall gravel constmdionentrances first,then iltfences,reinforced silt fence
TOTAL DISTURBED ACREAGE:3.54 ACRES
SLOPES 3:1 OR 14 DAYS ]DAYS FOR eliminated as much as possible. Sill fencessand gravel construction entranceso will be o maintained a suggested in the erosion control outlets and wattles.
FLATTER SLOPES GREATER manual. Sodding,seeding and mulching will be maintained to insure r d stabilizing over. 3.Finish clearing and grubbing any necessary are.on the Iota.Nay are start..
THAN 50 IN s g gre proper ground 9 c 4.Begin lot grading and excavation activities
LENGTH Gravel Construction Entrance-The gravel pad should r m in a condition to pre ent mud a sediment from leaving the c nstruction site. 5.Begin or continue withhauseconstructionactivities. LOT EROSION CONTROL PLAN
ALL OTHER AREAS 14 DAYS NONE(EXCEPT This nodic to dressin with 2-inch stone, After each rainfall,inspect structure used to trapsediment and clean it 6.Finish ell rough(ceding and house construction.All areas not disturbed for,days needs m have temporary or permanent
WIN SLOPES FOR PERIMETERS may require patio top dressing any drover installed. LOTS 1-4
RATTER THAN 6I AND HOW ZONES) out as necessary. Immediately remove all objectionable materials spilled,washed,or tracked onto public roadways. 7.IInstall.veways,walks and patios.
Silt Fence- Sediment fences should be inspected at least once a
week and after each rainfall event. Any repairs should be made 8.Begin fine grading of lot areas IN
immediately. Damaged or decomposed fabric should be replaced sodgainst the fence 9.Final grassing,mulching and stabilizing of lot.In most cases this will involve the installation of s on the lot.The silt fence will
should be r u m
removed and disposed of properly to insure that the removed sediment does not wash back against the fence. Adequate remain inpl.e until the lot is.ddedor grassing is stabilized and akeshold. H AR R I S MINOR SUBDIVISION
storage volume should be provided for behind the fence at tall times. Take care to not undermine the fence during cleanout 10.The contractor shall conduct self-inspection ofthc erosion end sedimentation control measures and complete the following
operations. combined self-inspection form found on the DEMLR website
baps://..deq.ncgov/abour/divisionshnergy-mineral-and-land-resourcesatonnwater/normwater-prograMnpdes-construction-program. FOR
Sodding- The sod should be properly maintained to insure that the grass take holds.the areas being secured. The sod should be Twelve months of.mplete inspection fonds shall be kept on aim and available for inspection at all times.It is recommended
a
watered a necessary to maintain adequate moisture in the root z and prevent dormancy of the sod. The sod should not be copy be kept in a permits box.Ref G.S.113A-54.1 through OS.113A-5,Sections ISA NCAC 04A.0101 through ISA
wed tocloss e this could inhibit adequate growth and stabilization of the root bed. The sod should be limed and fertilized as NCAC 04E.0504 General Permit NCG010WONPDES for Construction Activities. ONSITE HOMES, LLC
General Erosion Control Notes per soil type recommendations and type of grass recommendations when and if possible, II.Self-inspect elusion di and semen ncnntrolme. to are be performed at leas every calendar days and
within 24 home of very an rain event of th 1 inch.Anyyneed.repaid shall be made immediately to maintain measures.
1.Only the areas shown shallb grasbe sturbed. Grassing and Mulching-Theo the
to receive grassing and mulching should be properly fertilized and limed as necessary as a initial step in designed.Al1 ESC mesuresshall.maintained.specified in the conatructiondeailson this plan.Aain gauge shall beinstalled GREENWOOD TOWNSHIP MOORE COUNTY,N.C.
2.All disturbed areas shall be grassed and mulched as soon as soilpreparation. Once r the grassing has been placed, the a should be maintained as needed to insure that all areas are at Me project she for monitoring.
possible and maintained until permanent cover is established. germ ina
tins properly. Any bar oreos should be repaired, and reseeded a s as possible. If the time ofyear does not permit the I2.Inspedion and final acceptance letters.When Me project is complete,Me cermittees shall contact DEMLR to rose out the E@SC SCALE:1°=120' NOVEMBER 2024
a permanentgrass, then a temporary grassing should as
used until the growing season permits the use of a Plan.After DEML¢infamas the permitee of Me project close out,via inspection report,the cern..shell visit
permanent grass. •Meq.ncgav/NCG01"tosubmit an electronic Notice of termination(,NOTb A$120 annual general permit fee will be charged
until the¢-Nor has been filled out. GRAPHIC SCAI,E
Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upstage 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 120 0 CO 120 240 490
the wattles functional freeboard height,Removed sediment shall be deposited within the project in such a way that the sediment is
Pursuant to G.S.113A(3),provisions for permanent ground cover not subject to erosion by wind or water.
11
sufficient to restrain erosion must be accomplished for all Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to de adequate storage volume for the next rain to reduce ENGINEERS
ap y ceodl g I IN FEET )
disturbed areas within 14 working days or 90 calendar days presage on the fence/outlet-Take care to cad undermining the fence daring deono O Remove and replace stone as necessary as it PLANNERS L Inch - I'o ft.
(whichever is shorter)following completion of construction. becomes clogged with sediment.Remove all fencing materials and unstable sediment deposits and bring the area to grade Band stabilize
It after the contributing drainage area has been properly stabilized. SURVEYORS MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.28305
MOORMAN, KIZER & REITZEL, INC. PHONE[phone] FAX[phone] LICENSE#:F-0106
UST 54VEo:1I/2Z/2024 2:30 PM LAST PLOTTED:1I/27/1024 4:36 PM PLOTTED at'Dennis Gilbert FlIENAME G:\STAFF\OENNIS\DENNIS WORK FlLES\PROJECTS\EO NEW PROJECT\EG-EMPTY ALSO-NARRIS EG\NARRISEO-LOrS1-4.OWG