NCC242138_Site Plan or Location Map_20240716

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.,a, 1.If needed,Tree Protection fencing should be installed along the butter zone,wetland
Y Pt' e 1 \ \ IFCErvD bon darynk die eter. protected des.provitlinga atl'usofalleast125 feet foreach�rt.�fr IncM1 of trunk tliameter.;b$ ['fill 2.1..11 Sit Fence on the low elevation sides of each lot.Install Sit Fence outlets shown on
1� rrrr�������� schematiddiagrem antl field atljustetl,if necessary,for placement at low points.If lots are
m.'AFAYETO'S1�E0.0A0 :9 " contiguous antl M1a FutliHerenl Iantl owners or builders,eacM1 lot should have intlivitlual Sik
� Fences.
` ® 3.Fenc requiredSiltFencewithin10feetofpropertylinetoensurethereis noconflict withy$ ��, 23 ENTRAN septic system.It is the responsibility M the builder to ensure theinstallationofsediment"s o 11111111111911:1)::::°,.\
cuRa INLET central meaaarea aoea not imvaat the aevua avatem ana repair area(a).
\ 4.Al least one Construction Entrance/Exit is to be installed per lot.
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401 4 pT0.D b Co \ 5 leas sotee away omrswa cola sae s o a.a9la9e a¢a�es meal n ca oe an w mat
1 \� \ no otheralternativeexis[s.lf[hls seParafioncannotbeachievetl,theseareas mustbe\ 22 OPEN vh containedbebmtlSnfFence_l \ \ �G 6.Inle[s downstream of disturbances should be prolevtetl;streets should be swept when
/ \ SPACE N sediment fmm the concoction activity is present.
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\ ..\N C-En vironm en tal.jpeg T.Details for Silt Fence,SR Fence Outlets,Construction Entrances and other measures are
/ 21 / \ provided on additional sheets.Erosion and sediment control details are not drawn to style.
1100 ,
/ CONSTR TION \ 121 \\ \ /2020 TYPICAL LOT LAYOUT WITH CURB AND GUTTER
Aqm 1111111. / \ LIMITS 26D
.43'
3 262 68 67 <N�e //'\\ \ ?O \ / \ \ DATE: PAGE:
.5"f / // 48 \ \ Lot Plan 122
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\ Lot Phan 284 123 1 I�
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VICINITY MAP -- 65 H 18 CONSTRUCTION \
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N.T.S. - \ \ Lot Plan LIMITS 124
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16 IcMEENNTITIESLot Plan � _. 1- •- �\\ �G \\ H' POSTAL ER /�' / � \ \ /�� ' M ,�y ram.e
DATE. PAGE: (0 -K �-- OPEN ��
s Sock/wall Silt soar/wam< NOT: 70:prer= '''' A MI Area to be , 01.r materials providing equivalent protection
again.erosive velocities may be subst... \ /� \ LO1 Yl.' // SPACE \ \ Z ''+YNihfylillifl.:".!sieo.i.n..1:04...
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n�I 'I. 2 2n. :. <mht ag:do rwtaem°�`mt. \ 71 L14n // / Will11111111' contmabpn M t once.Stokes Stakes 3. l u d be nsta m par elm „H„ / 1.Clear the entrance and exit area of all vegetal on roots antl other object onable 1.P NCGA1 t k tl ft M1 1'ch or
sacnON feet beyond the toe of a \ \ ��, 60 // \ melenal and pro d dot t rr'f If tl tl't I.
aseT ONgra urvueue(a).area beow \ Pa ygra 9 q P Yflat areas sham.ce.at the edge of the \ \ 13 / /� 2.Place the gravel to the apeufic gretle antltlmensona shown on the plans antl 2Ma ntanih g dt t p t tl d ant
land disturbance.The ends of the s t \ 72##(1'‘:
�I// \ CONSTRUCTION / \ \ / smooth t from leav g th T Th' y q p d'l0 (1 be turned sligky upslope to , \ LIMITS/ / i 3 Provde drenae to carry water to a setlment tra or other suitable outlet toptlress ngw
on* RO gR,ar.. prevent runoff from gong around me end n the \ 59 / -- 4 Use eotea1tle abrics nortler to m ro establry of the fountlahon nlocations 3lmmetl'ately remove all oblecFonable materials spilled,washed or
silt aocv✓wamefal- \ \ / 2 / 9 p v
Oak chx2i other crosssdonsh akes with a2 \
- Subject to seepage or h gh water table tracked onto publ c roatlweys
inch zmrn craw section should be driven \ -- \ \ \ 000 -%6vertically plareb mreagnm<.m<ram<ameSaximume.Btaaaa 0feetoramaxi eta �1V *d CONSTRUCTION ENTRANCE/EXIT
maximummtatval ekes houldb placed umime 1
of 8 emiftheslitaa<kreael<ischcc.ina0inch 56 e� 1 t r0
Wood Mulch or
UNTRENCHED NSTAUAATlONomg st g ntl 4 Min. 5.ENTRENCHED INSTALLATION* thesocks/wattles arent eused m Is not pave..osshie hheery /'/ QN t7
concrete blocks shall be used behind the silt
e% C>
ISOMETRIC VIEW ,a�,.w.Sam...m.a,m.m,m,.rerwm,.,mwamMw,. < hold it in pia.dating runoff events. \
I \ rfJ CONSTRUCTION SCHEDULE
SOCK IMnAL Flow RATES I. Innssµpea sift eaar/wame at least weekly and after \ \ / dry permits and approve ( C)permit an Coverage
far Uneendretl Socks R. sock/Wattle d a \ O I.must
aobtainee d lac approvals. occur.
Sediment Control C permit,
and da hard copy
Cove must
cavosTm 1 Inch or greater ral.11.Remove
\ \ �� / mat be obtained before any land disturbing activities m.Aco yoftM1e EffiSC permit.the COC andshard.py of the plan
rea
VI.
_ _ be kept on site,u0000o ine^etmtts box,and accessible during inspection. P
40 inch
Design Mum., (znm Oh,nm)(m cm)(can cm) a,,,c p fig 2.oInstall grovel construction entrances nrsS M.It fen.reinforced'It fence
ProteHed nm) nrejn 76 /I outlets and wenles.c
Shen nowt' Compost
a 50 10 a' I 3.Finish1 fiend grubbingnecessary areas on the lots as they are started.
work Area f Sln lSock/gL.ngtn(agJ (iaSFm) (tie m'en) F tFr� Ire! a 4 B 1 grading dex - -vibes
wale (sps re) Pas re) (sopem) 'd t / Begin fir gay
Hproa a(re (t a(i g(Ree 5.B^ginorcontinewith M1ous ecmrs ichon ream anent
7:" ten;" tart i g�n" S. m�memgeautileue - s<owa<.oya tnawnm. ePgnmm
Sift 6.F1 n II h eroding ana nor dtrn ediv ties.All o[disnnbed for]days needs to have temporary or perm
fin tie rem) m/m) re re) /m/m) m m) 4. Ra au ern permarenq naNlirne. / 1 '!.Install driveways,walks and Patios. '.
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION *11,10 i r� �/ g8.Begin tine grading of lot areas
26D rem place mulching
l thgl asis tabilizing
sodded f 1st.I We will involve m installation of sod on the let The sib fen.will
grassing stabilized nand hold.
\ I / \ \ 10. IT hell d If' Pe of the - d d' control m.swes and complete Me following
J _� combined p of found the°EMUwebs.
DATE: Wire Fene Filter Fabr c PAGE: \ v M1ttps:IMww d q. g /b Vdt mineral d land �es/ afar progmMnpdes-canstmcbon program.
TwelveIe f completespec Anne hall b kept d available for inspection at all ttmee It is recommended a
Steel Past e'Max.Standard Strength tab' - copy be kept'a permits box.Ref U.S.113,4541 through G.S.113A57S ISA NCAC 04A0101 mmugh ISA
s Max.Erna she..fabrc-out wire fence Wire Fence Wire Back.trench \ \ NCAC 04E 0504 Grneml Permit NCG 010o00 NPDES for Conimcdpn Activities.
d Compact 11 Self f d dt 1 b rt M l.....,ce every.v.cal.dm daysand
a. thoroughly within24M1 f f hanl inch.Any needed shall be made immediately to maintain measures as
Steel Post
\ \ \ . \ designed.All ESC shall be d specified'k details on fete Plan Amin6mge shall be installed
at the
-Mope
�_ 12 ksp project
d 1acceptancemonitoring.
letters.Wb theproject dip hall contact DEALP to close out the EASE
Plastic or A tfi-za' 4 261)� � Plan After DEM apernon report the permin.shall virtu
W're ties 20 �+ai \ \ / / \ 'deg B vMCG01 bf bmh cel nicN nu of termination(o-NNOT).A$120 annual general permit ke wtll6e charged
I coal eo-NO b nflied ou
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tti. �;langmatremh down UP 1 \\ \ - I \`
L Filter Fabric t / \\ \ \ ` ^ \ \ // I ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
Construct1. th2.Ensure en dimes b strength or extra strength 24 syntheticfilter kbrins. CRoss SECTION VIEW \ \v/ \ \ / I / NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
Camay ImS. pound volumes orwateraumaemrocaht of the sedirne.fence u efallure not oorer mad atrunuth of the�lm're he ground(Hignerfen<es .....
\ \are ` \ / - �\ / COMPLETED AS AN EXCEL SPREADSHEET.
\ \ \ \ / / AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
necessary securely faste the filter fa.n Meal.clan onuous ly aewppoH post with 4 feet mi minimum avoid....When
m the joints
poost / SEDSIEN AND
4.Suppol standardsrength finer fabric bylwire meat fastened securely.the upslope side of the prose.Exrerm stance: \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
the wire rnesh support to the bottom of upslope Insp.sediment fences at least once a week and after eachl \ xr-,
NCAC 048.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY
a maxmumm S reel.tensile
estrngt should be anenn Ma ind or greater
rainfall.
Make a m�uiredrepe1te immedi p \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
5.When a wire mesh is APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
e trench.Fasten the wire
50
securely ne ground�main�mof 2eside of Me fence posh Wire or plastic zip aes lecheapd s p ll DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
fasten me nnerkbri�e�reNya"to foot
poste tyre or Modeeaipeg not
essn um naeSmuor50 pound tensile .Remove sediment rage volumefadnceor become ineffective,ak as eue art'to pmvid adequate \ / / PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
S.fence.Take care.avoid next
nderin m undermining tnd he fence during the I I \ \ j
/ / •
b" CONTROL PLAN.'
].E0 005rme trrom eborderroxlmetely 4lnMea wlae ana Bincnes seep along me proposes tine of lye coats en0 Removes II/� \/ \ Inch
/
SO..Glhmpfaetetchwithnilplaaeboaosmilerideorueaompa aae,teareahasbee eperly.t elnanaeriuecomOsulklttg / III \\ \ 1
eice12inches...alongoea�lmeandsideofthe p Thorough g compaction Ilre andag.areatogra.andytabil.it
critical to ell...
10.Do
ch
to ealsfing
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FFFFErI,FL,F t SILT FENCE \ \ zA ���\ \ �- ) I l °
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\ � \� \\)�\\\ ////� I I I /( / 260
DATE: PAGE:
MIry .� FENCE \ � \\ J�) \ /��� ) �J � �� PAGE 1 of 2
\\ I / J/// TOTAL DISTURBED ACREAGE: 1.16 ACRES
MDSTBE �\v � �� / (1 1 I LOT EROSION CONTROL PLAN
LOTS 14 20
aTEELF VIABOVE CE WASHED � J�V N I /J1 J / /I HIRWIN VILLAGE
HARDWAREWIRE FENCE
R 1 , / - � 2 / /I / ' \ / PHASE 1A
CLOTH� FRONT BURY WIRE FENCE,
FILTER FABRIC,
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTIONAND FOR
WASHED STONE _ FENCE
CLOTH IN TRENCH
DREAM FINDERS
FILTER OF
Sii FILTER FABRIC NOTES: INTO Soup 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
zs7 ON GROUND 1.Hardware cloth andgrevel�shoMuIdoverlaythesiBrenve leastAi2E relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.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 necessary. Immediate) remove all
�a a � g p p g Y q ° top dressing p y p ry' Y RAEFORD 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-Sediment fences 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"=100' JULY 2024
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.
fig 1.Per natCG-0i,inspect outlet omple lest e anynonce e week redrand aim each tely. ar Soddin The sod should be tained to insure that the take holds in the areas bein d.The sod should be watered as necessa to maintain ads t t the root zone and t dormant f the sod.The sod should not be mowed to close,since this could inhibit ads t wth C.TRAP HIC SCAI'E
IfABDwARE ctom ntrEa rnealclNrRErvcH greeter rainfall event Complete any required repairs immediately. q- root bed.
grass recommendations
necessary quad moisture in proven dormancy quad growth
too 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds B 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 free 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 9 = MMI 11
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. 11
5.Replace stone as needed to facilitate tie-watering.
..\NC-Envlrcrentotjpey 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. t 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#F-0106
LAST SAVED:7/2/2024 10:35 AM LAST PLOTTED:7/2/2024 10:49 PM PLOTTED BP Dennis Gilbert FILENAME:G\CURRENT JOBS\H Et H CONSTRUCTORS\23-1367-05 KIRWIN VILLAGE-EC\PLANS\KIRWINVILLAGEEC-LOT514-200WG