NCC242140_Site Plan or Location Map_20240716

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tolMsoN 14op / \ ` \\\ \ \ 1 I I ` \ P' \ / I I / aINLEr EDGE cuss Notes:
\ ` ,it \ 1.If needed,Tree Protection fencing should be installed along the butter zone,wetland
\ \\\ \1 I ✓�� \\ / \ \ \\ /// LFO6rvD boundary and/ordie around protected trees,providing a radius of at least 1.25 feet for each
1 inch°f trunk diameter.
2.Insla11 Bill Fence On the low elevation sides Of eacM1 lot.Install Silt Fence Outlets shown On
\ \\ \ \ \m \ \ \ \ �)/// // N schematiOdiagrem and field adjusted,if necessary,for placement at low points.If lots are
us / \ I 1)`/)\// FLowDRECTO
40 ,,,,-.‘\.----D\-\
w o n \ `\ \ II \ m \\ I \ \ / // / SILT FENCE -__
Fences us and have different land owners or builders,eacM1 lot should haveindividual Silt
Ono 9O \ \\ \\ \ I I\ V // \ 1 I I / /)))
///�/ coasraucrloN ENrww ® 3 Instill required Silt Fence within 10 feet of property fie to ensure there s no conflict with
1 \ / optic system.It is he responsibility o the builder to ensure the installation of sediment
SILT FENCE OUTLET
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glk ti \ \ \ \I I��� \\ II� \�(Q\\\ \ I 1 / j// // I CURB INLET _ control measures does not impact the septic system and repair area(a).
O° \ \ 1 1 1 \' 1 \\\1 1 \I \ \\\ \ �\ / �� \ ' / ' / / / I 4.Al least one Construction Entrance/Exit is to be installed per lot.
\ \\ i\ `° •
1 /r
J 5 Waste bins and other areas dedicated for managing building material waste shall be at
\
jtrCJ- \ \\ \ Via. \ /1 1 I - ..NCEnvironmentl sgppyF \ �� \ ' / / I 1I I III \ 1Peg T.Details forSiltFence,Sllt FenceOutlets,ConstructionEntrences endothermeasures are
I �4 yr \ \\ 1 l\ \ `\\ \...--- -, ` \ \ I \ I I 1 / / / I < c°EC.ivC-1°'°•rr�r 2;2p20 provided on additional sheets.Erosion LAYOUT
cURB detailsareUT E drawn to style.
I
p2°� \ \ \ \ `\ \\ \ \ �$\ \ I I \ // / // / 1 I I I III\ \' I - TYPICAL LOT LAYOUT WITH CURB AND GUTTER
b SITEROCKFISH 1 1 // /II DATE: PAGE:
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DATE: PAGE: / / / \ \ W \ \ \ \I \ ;,. o0aeie me�. 1 \ \` 1 I I I I I I I / -,tt7. �Y '
5 S / all • 0 Silt 6 , NOT: _ 1 ) V A \V \ A •• M�oN�� V I1 1 I - • -�:.•r
FLOw�� R .I A
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F4.44I. again.erosive velocities may be
12 ^.j Stakes Al•- ,t 'n.'I - s: Fill silt sock.ryle netting to the Silt s shock uniformly
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wkh Pod
.I \1 Construction:the
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Stakes all parallel ru length such that logs do not n / /// . \ \ r..! ` •f rT •�1 , \ 1 I I I 1 / 1.Clear the entrance and axe area of all vegetation,roots and other objectionable 1.Per NCGA1 inspect at least k and after eacM1 1inch or
a.a minimum of 10 feet beyond the toe of ars 2E ill and d grade In\ t mate a a t reeler rainfall, k requiredimmediately.
sEcnON SECTION () the / I(I`/ I ' I 'I \ �i 11v I••t \ I\ a ProPa Y9a 9 r Y 9 P
flat areas should.loco.ai ibe edge of /� I � \ 1\I\76`\ 4 �I�+ sl Q �j5j I \ I 1 I I I I I \ \ I I / 2.Place the gravel to the apeufic grade and d menuone shown on the plans and 2 Ma rite n lh g pad- d t t p e t tl d merit
land disturbance.T.ends of the silt //// II t \ smooth it from leav g th [ t s to This may requ re periodic
lO �o dawaael lahuabetumea dw9my p oem /( 1// I I \ - r ' I 1 1\\ \ \ 3.Provide drainage to carry water to a sediment trap or other suitable outlet topdressng with inch stone
A•Ma*' SOW- 4 silt 1 t prevent en a the
I I �� \\� \\\\1 I I \ \� ��y I I I I I I\ \\� \ \I 4.Use geotelNle fabrics n order to improve stability of the foundation n locations 3 Immediately remove all objectionable materials spilled,washed or
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\ \ ; ,g pO rE - �^ 1 I / ` subject to seepage or high water table tracked onto publcroatlweys
\\ MUSTB SEGUED WITHACONSTR MATTI \ 1~I ` p I I I 1 rl 1 I I 1 \\\ 111\III\1 CONSTRUCTION ENTRANCE/EXIT
Mulchg) inch x 2 inch crow section should be driven
vertically plumb,through the center of the silt
sockiwatge.Stakes should be placed at a
maximum interval of 4 feet or a maximum
Wood or Com st M rim MUST BE SECURED WITH APPROVED MATTING. __ '` FYI • I 1\ 1 Il
UNTRENCTo 1 HED/2 height UAT N l09 a µYx STALLW �,..m 1 s I)heavY re Silt i UBSTITUTES!SEE DETAIL IAGE2\\ `1������ Ili I� Qph W er /\ ` I I
ISOMETRIC VIEW TDN MAINTENANCE:n gr9re term Remove
sock•wattle to hold it in place during nindconcrete blocks shall be used behind the events. I \\ /1 \ b 17 � •� Z� �I 1p ^ 37 I \\\ \ �1 c
\\ \ax N,1AL rLow aA,aa 1. °"Inch
wee N cumulated sediment and any debris sad one \ ` I11 ° ro \ l `\ CONSTRUCTION SCHEDULE
\needed to allow.adequate flow. \ �. S. xc N \ \ \ \\\ \ `\ I.Obtain all nave%dry permits and Plan approvals.E d6 dmen[Coatrol(EffiSC)Pomrn soda Certificate of Coverage(COL)
\ (\ I _ e_ \ must be obtained before any laud disturbing activities .A copy of the EffiSC permit,Me COC andahard copy of the plan muss
` I I jj J(I be kept on site preferably in a permits box,and accessible during inspection.
for Uneendi Sy Protected °mwn Dlometer (xm)(xoa,.,hr)(son )(eao.m) azTs on 2 w \� \\ ) I j I ' II �'^L 26 ) \\ \ \ \\ \ \ \ \ 2.Install gravel construction entrances fiat then silt fences,reinforced silt fence
SlotFl aTO Be o^`>� ' eaLsosT amtorn. \\ / /J1 t rIIy I 1 I \ \ `\ online and wattles.
Work �Silt tSock/NLe„nu I (1eaFm) (11e ran) 1rr� trap a. \ 1� / // I Il i (1. w 1��' S / I \ \ \\ \ 3.Finn l 8 a deXC evatiOn ties on the lab as they are started.o
Wattle x aulw n fans m) Peas) (mc�m) anciOre \ (/ / / / ? r - \ \ 4.Begin1 grading d
m we ate a(mi0 (t 1" e(98" e(Retf 771440 5 ...ria.ce is compete and the area enure nee dune. e \ \\C(\ \\ I �� ��s/ s\ - / I \ \ �� � 6,gro d II cover tall..n d h coraevcnon All areas m[disturbed for]days needs to have temporary P anent
/m/m) /m/m) /m/m) /m/m) /m/m) �r'p°'^'ene^�'�aboveN I y ` ' C • \ \1 11 ]Ire 11 driveways,walks dpa'
n a 4. _ ntl• \\1\\��\ \ • "I `-s \ J'Wwxr d w 9 \\ \ 111\I\ \ 1 / B.Begin f grading of
l .. or arm
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \\VA V A�� l+ V `v� � z 6 ` ot areas
9,
in l oi s I n g a b r g f l 1 n involve a inamlladnn of sort an a tat me silt renee n
I 1 \\` Z s4 \ rt 2 \� . �,v ( I I\ I rem' I Ilh lori%soddedor8ras 8 bl'land lake%hold
\ �� I\ I 10. lT hell condacl self inape fh ion aria aedimrnrstion control mcaswcs and complde the following
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%�..� �1. ` I \ \ 1 comb'M If'pe- formfonnaw in DEML land refe
DATE: Wire Fence Filter Fabric PAGE: \ r �/� "� \N �� 4: E I 1 1 I\I\ \II\\ I I https:IM1vww.d q. g /b Vd visr°n.4energy mineral and laud resources/smrmweter/stormwater pmgmMnpdesconswction progam.
a ;'" `% ,� �slcx6axca rp n I I I Twelvemonths o[compinemspecuan tones shell be kept on site end available for lnapeWovnt all hmee It larttommenaeda
41 ENT
copy Steel Poet sMex.Emes g brc reran tare Fence Wiry Bp<kfll trench \\ / • I I ��C ie'I \ coxsMucTro Raj pP4JJ\�� 4'gi tNO ° \ \ \ I NCAC e04E 0504 GeneralP kept in a perrnits box.RNCG OIOOOOSNPD4.1 ES forhCorlatmc13A 5]AS ISA NCAC 04A 0101 through lSA
- Sur FEN
e Compact 11 I I )J Max.Standard S.ngth fa.with wire fence - JI/I11111116miLS111111 k aaN �., ,� L.;,,, �x a I 1 I I \ III I I u.sdf rrrspenanna for erosion and aearmemmin control measures are mbepertnrmeam least na every seven calendar days and
Steel Post
thoroughly . ,...,...ENTRANCE
'T >'...k ! V w I I within 24 hours of very rain event of greater than Iinch.Any needed repairs shall be made immediately to maintain measures as
_ STEEP SLOPES EXPOSED DURING CONSTRUCTION -� + wArr. \„, �u�,c, // des goad.All FSC shall be ea as specified in the construction details on this plan Aningmgc shall be installed
up%lope MUST BE SECURED WITH APPROVED MATTING. I ��ae.m4ucan '" �''`- I
NO DETAIL PAGE ,�J .' (ti E2 �� ) I IIII II II\\I at the P1 told acceptance site for monitoring.
s.when the lets the hall Contact DEMLR to close out the EffiSC
/I A, `� N \ // Iuspemroan p project is comp permtawss
Plgstrc or f
d / \ \\ � ' ` \(}\ ,.[.y �,•�n as°^'o\ V
' /J I 1\ I\\I\ 2 Plan After DEMLR informsh permrttee ofNeprojat close out,via inspection report the Pormintt shall visit
Wire lies +`8 ` \` 1 ''\J eP 4i 7•t, �e eEaanoSsLt¢a .n\\ \\ / o I I I\1 \1\\\\ -deq.nc.gov/NCGOr to submit an electronic Nonce of termination(o-NNOT).A3120 annual general permit fee will be charged
tn4 : / / \\ A �Yn= �e �� / \ writ the o-NOl has been filed out.
f gwen%rah , \\ ��� \ D \
L Filter Fabric A .
\`) ) \ 4\ \ \\\\ \,,,‘'.,
\ N. 6\ \X \ \ \ \ I 2,\ \ ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
1.Construction: strength or extra strength syrmretiC filter fabrics. CROSS SECTION VIEW ., \ 'vh• i2 7 NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
2.Ensure that. sedirne.fence rid(Higher \ \ f (\ COMPLETED AS AN EXCEL SPREADSHEET.
maylConstruct
dled vaumre%oIhe sufficient cause not excoe.24 inches
above the
g \ \�\\ \� ��\ NN'Se 4- •�\ \� N O �� \ \ \\\ ` _ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
I. securely filter astenn thefcontinuous
.cloth only ae to the length of wppoe post with a feet miniavoid
um overlap ra me era post / / \ 11 `\ \\ \\\\\\ \ \N"A \� �s�_� \`\\ \� EROSION AND
4.Support standardstrength filter fabric by wire moan fastened saurelym the upalwa aloe of the,pads.Exrerd nonce: \ J J \ \ \\ \� -\ I \ �\ SEDIMENTATION CONTROL PLAN THAT IS KEPT"...DOCUMENTATION
THE PROJECT SITE.RULE 15A
the wire rnesh support to the bottom of Inslxtd sediment fences et least once eweek one after each \ J J \ \ \ \ \ J ` NCAC 048.0131 STALES THAT'ASUR UMENPRACTI SHALL N ACCOMPLISHED BY
strength. upslope inc or greater rainfall.Make an requited \ \ P,yT 1 INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
5.when a wire mesh is a maximum Ora rear aped.suplmas%Dula be anvnt 2.Mal snouleue mbrioaasedimem furce collapse, decompose, -� / \ \ 6� r __ 1 APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
und
Me ground�meint�mof 2eside of the fen.post.Wire or plastic zip tilndmepes a �/- /�- POD{�_�,��- J I \\ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
trench.Fasten the wire
have a minimum 50
Extraceurer AIM finermbric wimsmot pod space ens not require awire mesa sunpwnfanw.seuaay coaepoeb a%sue uuy to provide aeg1ate /� // -� \` \ \\ \ \N\ 'TTp � \ 11\\ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
6.fedemme finer fabric dir.y m posts.Wire or plasticap.mule havereinforcement,minimum nof 50 pound tensile Remove
volume for me next rein and reduce pressure on a � -/ ��\\ \ \ SEA _ 1f I \�\ CONTROL PLAN.'
S.kncer Tekenwrebavoid undermining me fence during h \\ \� Nam\ \ 1\
].Excavate me trench apMoxlmately 4 lnme%wide and 6 inches deep along the proposedrne of the posts and dean /�� � \ �\ 190 \ \\\ \
6.vielopel from the
barrier. gas bosom and aide of the tartan. Remove all mancingmgrade l.ndUe Unstable
sediment
de esIts -� -//� \ \ \ \ \
D 4.aemand bringt
mefinerfahnnand p .Th 9compaction fineban IIa drainage d. /� f� l 1 \\ \ �� \\\ J \ THIS PROJECT HAS SLOPES
�mmtae�w°" m°. °" ` �- / �/ _ w THAT ARE 8%OR GREATER
m.Do not sta.filter fabric to existing trees. -� n. \ o
B.
..\NC-Envirc•lrpnerr tcl.Jpeg \ l I ry \ \ oC q
SILT FENCE �� \� / /�/ //� \ \ '" ��/°� f 0 \\ STEEP SLOPES EXPOSED DURING
COOLS!, F, ��-- �i� /j�/� \ ��e� .- \ \ \ �` \ zZ CONSTRUCTION MUST BE MATTED
J
DATE: e PAGE: i / ��� / /� \ \�
MIN .I FENCE _ - �� _- - � � ����, �` PAGE 1 of 2
_ I �^ \ \ N TOTAL DISTURBED ACREAGE: 4.38 ACRES
- = \\ �� �� __ �� �� LOT EROSION CONTROL PLAN
•%= - = �� - ��_ LOTS 19-31 39, 40 & 70-72
- = \ - � , \\- \ _ WOOD LAKE II
STEEL THE WASMUST BE AT ABOVE THE HED �_ _ �� �H \ � � �� ��;� H \\ - - . - H - PHASE II, SECTION II
HARDWARE CLOTWIRE H FRONT VIEW �k, \ �� FOR
BURY WIRE FENCE,FILTER FABRIC,
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION DREAM FINDERS
FILTER OF STEEL FENCE
WASHED STONE NOTES:3'FILTER FABRIC INTO SOLID GROUND CLOTH IN TRENCH General-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 oonstmetion dictates,measures will be
z5T\ ON GROUND I.Hardware cloth andgrevel�shoMulaoverlaylnesiefenceoatleastAi2E 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 McLAUCHLIN 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' JUNE 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.
°E 1.Per NCG-0fall event outletle lest once e week and aim each 1 tely. or Sodding The sod should be maintained to insure that the take holds in the areas being d.The sod should be watered as necessary to maintain adequate t the root zone and prevent of sod.The sod should not be mowed to close,since this could inhibit adequate growth
GRAPHIC SCALE
HARDWARE CLOTH FILTER FABRICINraENCH greater rainfall event Complete any required repairs immediately. q- root bed.
grass recommendations
ry qua¢mots moisture in proven dormancy qua¢gro Rio 0 5o tog zoo 400
2.Freshen stone when sediment accumulation exceeds 8 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 de-watering.
..\NC-Envirorentotipeg 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:s/26/2o24 11:59 AM LAST PLOTTED:6/26/2024 1:03 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H Et H CONSTRUCTORS\24-136)-O6 WOODLAI(E-EC\PLANS\n500LvKEEC-LOT519-31.39.40&]0-J2.DW0