NCC242232_Site Plan or Location Map_20240723

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- 5'*Os' ® // 1 ///�����\''' �� \\ �� \ \ \�// CONSTRUCTION SCHEDULE 1
/ 1 (CObtain ill necessary permits and Dlan approvals Erosion and occur.
co y onw EMSC)er milt and a Certificate of Coverage
\ \\ (COC)must be obtained before any laud dimubivg activities ocew.Acopy of the E&SC permit the CUC and shard copy of We0'3- ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
350 � / Plmtmnst el constea ructite,on
preferably rances ins Pemmmbences,reccessihledtfence...on.
/ \ �� \\\ \� / 2.Immllgadwattl wctiun entrances 5m,man am fences,remfomad sat fence NCGS 113A-54.1°IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR
ta outlets and wanes. COMPLETED AS AN EXCEL SPREADSHEET.
`0 3,Begin totcleating ding an excavation
necessary areas on the lots as may are started. AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
_ a�� o 4.Begin lot grading endexcevarion activities EROSION AND
.� S.Begin or continue with house wnseuction activities. SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
�� c /s �� i
.Finish all rough gmainrids,
house construction.All areas not disturbed for 7 days needs to have temporary or permanent NCAC 04B.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY
$
¢`.rs / / N\ 1 10 / ry/ \\\\ \ .6roaMCOvtt insmlled. INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
�b �' 4P9 9 \ \\\\� .NOgM lea gmdi�g°fIos APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,gDAINGANDSIGNINGINSPECTION EPORT THATSTS EACHMEASURE,2 ,c .Final grassing,mnl0nimbilizing Mlot.In most cases this will involve me msmllalion of sod on melot.The agt re
will PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
remammplace writ todded or gassingtsstabiliud and rakes hold. CGNTRGL PLAN.'
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\ 10.The coowcmr shell conduct self-irLspxtiens ofine erosion end sedimentenon conwl meeaures end complete the Wllowing
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a \- mbtned self fmmf d th bs
� �1� � \ \ nine'//www drync 8/abou d' gy el d 1 d N / p<gram/pd bop Program
9 1 Twelve mom f pl -P - f aM1 116 k p - d 1 bl f
• \\ \_ _ copy be kep p 'h f 113A 541 h S IS M1 SA
Il Slf nsptt O50`Ge 1 rl dCGO WW NPDiS C bprf ed 'I der days and SODDING
' \\\ within 2An f ry - vc fg th 1'nhAY Casa W hallb d- d IY - -mcasmca as
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I designed.AIi ESC sores sM1all be maintained as spectfietl-n tM constmc-n derails on this pl n.A ra n gauge shall be insmlled
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et tM1e protect sit Por monimring. ��MONTRpag ROAD SR., \\1 - \ \ 12.Itmptttion and Bvl accepmmelettem.When Meproject is comDlem,tM permiaeea shall wntact DEMLRmclose outme E&SC
Wqy '�, I I \ PIan.Atter DEMLR ivforma mepermitlee ofine pretest close out,via wsPeauon repott,the Permiuee still visit
� '. _ PaTIEPN.BurTTxE bra vs
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'�-f2(P I • ix ROgO 1 deq.nc.gov/VCG01"to submit an electronic Notice of termination(e-NOT).A5120 annual general permit fee will be charged ����III�� � axos ulo TaiuMms metes.
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will the e-NOT has barn filled out rooeraa,ucwxn Dowel rnr
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il VICINITY MAP;' � RaD aw `= // HI
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DATE: 4 M yIFENCE PAGE: \ \\ \ / / I25 /\¢��`\� / / 22 .9.6).
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owsseamwre - J I / / \\\ / / bj�P E4 DATE PAGE:
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: �iI I I I I W I I I I I I I I I I I I I I 1 -.1 -:.,
t /��30 I I I / / 20 ) ' /
STEEL FENCE POST
//7 I 1 L �fi I°��I u u �� F= �'� j
EwABNEDB / � odes 1s ti I
I F FABRIC. \\ // / / I 4 �� 27 � eG / / if HW ff d W JI. -1Hous M. H`Ous R ,P01: I NOUS HOUSE I
maNTVI W ` / V7511-
) furyi I �, L_.I .1 L �. _ �. J 1. JNawAREaLaWIPE H �BDRY / Q -
FILTER.. STEEL_ ��,� •,, i '' [r 0EDeEOFCURBAYWABNEDaroNE • i NTo aRMIN POST SET a'� omINTRENaN 1� // / ve / aLCDRawL r Noted:Ha AY -RoAdwAY -xDA AY -Ha.AY -HG AY -HDA AY
� 1.If nestled,TreeProtection fencing should bainstalled along thebuffer zone,wetland.'b, I oN caouxD 3.FILTER FABRIC NOTES: soup oury 1 / 29 bounds d/orarountl,:..q'.Y4; I / ry an protectetl trees,provitling a mdiue of at least 1 25 feet for eacn
r I 1,Hardware cloth and gravel el should overlay the silt fence at least 12 \ / / / \ / LEGEND inch of trunk diameter.
:';Ault... 4I Inches. / / ���JJJ 2.Install Silt Fence on the low elevation sides of eacn lot.Install Silt Fence outlets shown on
� •' 2.Slone outlets should be placed on low elevation areas of silt fence Q� 4"
I N schematiUdia j necessary, p points.If lots are
Atli*
.....:ss:o°:.:.si.c:•n l` P acI / / ,L17 / q= gram and field adjusted,if necesse for placement at low
RYand based on Feld conditions.
�Q> 30 / SILT FENCE -.__ contiguous antl have different land owners or builders,each lot should have individual Silt
BURY WIRE FENCE AND
MAINTENANCE: Y Fences.
f 1.Per NCG-01,Inspect outlet at lest once a week and after each 1 Inch or I I / /ry ® 3.Install required Silt Fence within 10 feet of property line to ensure there Is no conflict with
HARDWARE CLOTH FILTER FABRIC IN TRENCH' greater rainfall event Complete any required repairs immediately. �.ljr / 31 ENTRANCEseptic system.It is the responsibility of the builder to ensure the installation of sediment
2.Freshen stone when sediment accumulation exceeds 6lnches. -p 44 cap / ,p'b CURB INLET = control measures aces not impact the septic system and repair area(s),
3.Keep mesh free of debris to provitle adequate flow. / T ,� CONSTRUCTION 4.At least one Construction Entrance/Exit is to be installed per lot.
SECTION VIEW 4.Remo sediment when half of stone outlet is covered. I // / Of 40,
/CONSTRUCTION LIMITS �� ` 5,Waste bins and other areas dedicated for managing building material waste shall be at
5.Replace stone as needed to facilitate de-watering. // ,eilP
s LIMITS 32 least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
..\NG-Envir .en ul.tyey n
SILT FENCE OUTLET Z / // / 'D / Lot Plan aameranernaeveexlata R this sepa,atlnncannot beachie eatneaeareaamaatne
L. contained behind Silt Fence.
- \� �° �� // e / 33 6.coosdownstreamSit Fence. sshoultlbe pmtecteQ stree should beswept whenaetlimentfrom theconsW cti0n activity ispresent...\NC-Environmenlgl.yeg ].Details for Sllt Fence,Slk Fence Outlets,Construction Entrancesandother measures areErTi n rprovidetlonadditional sheets.Erosion and sedimentcontroldetails are not dawn toscale.\ // // / / % "'2'2l is TYPICAL LOT LAYOUT WITH CURB ANDGUTTER -
/ �/// 4111111,
PAGE:
1
DATE PAGE: I / �J�J 4IV4o
"StS k/Wattle Silt Sock/Wtt I �T}
FLOW__ �I �I Oth eguvaentaomnun I
�_�� �- .II... t- - a9 mev be subsrmeeb / /
q/ I ' I ( /� �a
ro o
+s II d.. =n.'II. 3 m ganfomtvadm rolnPO,r, OPEN Q / G ti � so
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�l 2 2 iln 111 2 x 2 age tlo not aeMm 356 ��A / .A.,. 4Tbs of
stgkaa Stakes c) Ina.parallelm SPACE Irti QJ {IT T�T�T. T TM-. an,w
SECTION BEaTIoNand a Ma.of.feet graded slope.Sin a;s�a�o GROUND STABILIZATION �a� / / ..
SITE AREA STABILIZATION rip
at areas should a loryted at the edged e
• Uslightlylend disturbance.T.ends of a"the"m EXCEPTIONS �"�
A,Ma+• Ro a,Ma.. silt DESCRIPTION TIME FRAME / e -
1 PERIMETER DIKES, 7 DAYS NONE • - s ' •
r n 4 k n akn.a a 4 n SWALES,DITCHES UU / / ,••« Bran ��� hT
in.x2 inch cross section shoal be driven yq &SLOPES -
n HIGH DUALITY 7 DAYS NONE Q� 44 0
Wood Mulch or font at y.o�ndn4 Min. WATER ZONES / • , v,• x.d
uNTRENcusD To /rtsrALunT ON 0g a. socks/L.1es ere used on t�when (HOW) �u
....,�.,,wv,..w.�,.o.m, w.w«�.w,�mw SLOPES STEEPER 7 DAYS IF SLOPES ARE lop60 ConsWchon Ma n[enancesOMETR cv Ew oil n P g m oft spathe. THAN 3:1 10'OR LESS IN 1.Clear the entrance and exit area of all vegetation,roots,and other object onable 1.Per NCG 01 nspect at least once a week and after each 1 Inch or
+. as anerLENGTH AND ARE ^ IImaterial andproparlograde it. greater rainfall;make any re quired re pairs immediately.
peatallt��awearleaarweeMrandJcOMO.SOCK win&&Ow PARS eacn t m t org,eaterreinkll.RemoveNOT STEEPER 2.Place the gravel to trte spetlfic grede and dimensions shown on the plans,and 2.Maintain the gravel patl in a contlition to prevent mutl or aetliment
aavmulatea seaimem aria any aen,Is smooth it. fromleevin the consWction site.This ma 'odic
ether neeaeamanni,mraaegaaten0.,. THAN 2:1, 14 9 may Pen
DAYS ARE 3.Provide drainage to carry water to a sediment trap or other sortable outlet. toptlreasing with 21nch stone.
kr Sheet tFlasoeks ProteUm '''...Ioxy.p�mmet« �2mI (.tsaamanI(isli,�nI(soli gym) rim) 2' anlemust bo realacaa naoeaeaw / 4.Use geotextile fabrics in order to improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or
ALLOWED subject to seepage or nigh water table. tracked onto public roadways.
aim soak/N eu(zzi i Tmi ivaTmi «° « 3 • SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 354
Work Area
If pending becomes excessive,.a
f wane (ao°a rat (see rat (5W rat - FLATTER SLOPES GREATER I
y rare n a . \ 1 CONSTRUCTION ENTRANCE/EXIT
ash Rae :n ;in a5.0, tin 'M.
.,, 4: Bz�Il n aamaian eeela;Paz/.uell,N THAN 50'IN
LENGTH ' PAGE 1 of 2
I/�%m) I/lie 1m/m) /m/m) %m/m) measure naesbencemxnenriv t.s�aolrzeae e
ALL OTHER AREAS 14 DAYS NONE(EXCEPT \ \
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION WITH SLOPES OR PERIMETERS ��
FLATTER THAN 4:1 AND HOW ZONES) • TOTAL DISTURBED ACREAGE: 0.46 ACRES
DATE: Wve FenceFilter Fabric PAGE: OPEN LOT EROSION CONTROL PLAN
....,,I---,..,4, ern�Eare eerretn rene`:�mtWtmre+en wire Fence wire andknd Compact
�/ SPACE \ LOT 32
Steel thoroughly
General :0:I0;
CARSING
thebedlistubedld d -sse ed
tadpem cower tab!shed `
AND
1. tat g mnM •
LOTS 7, 8 & 16
Fabric / CAROLINA CROSSING
`.EnsuR^e1.he °`ofthe`se^men ceed° ot strength eo`fiMegrou m RassaEGTIa"vlEw MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT /CONSTRUCTION PHASE TWO
d24ea Highe,fenma
�elengthre,eba)ntertoavoidjoints.whenioirdsare
may impound volumes of si.r sufficient to mum necesmry FOR
securely fa.n the fi3,Construct the filter...from a ner clot My at rynuous MI t upport past km 4 kat minimum overlap to the next post.
wstrength memos by Hie mean fastened securely to me ulnal..side M.P.-B.M.a..mre rt standard
pvon to.bottom oftile trench.Fasten the L.reinforcement then mbrla 0..avaloPe 1 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 inMalled erosion control measures.If lot construction dictates,measures will be BENJAMIN STOUT
side of Me fence a minimum 50 at
red rearerepaln immediately, relocated on the lotto 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 to insure proper ground stabilizing cover.
M1nsuPOrt fenceas used.space poets a maximum of a set apart Sulpports should be driven 2,sm. efebr,clor a asp..)fence wile„,tear,Oscan ae,
or become pO replace it promptly. Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site.This may require periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all
ssecuretrength re mesh
re ground
WM minimum
root of
roamry does not regulre a phis mean suppoO...seamy objectionable materials spilled,washed,or tracked onto public roadways. REAL ESTATE SERVICES, LLC
e.fasten me altar fabric directly to posts.Were or plasticrre Ilea should have a minimum of 5000nnMensile anise Vame sediment
rthe next as
and redce pro,.
adequate
Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Anyrepairs should be made immediately. Damaged or decomposed fabric should be replacedpromptly. sediment deposits that buildagainst the fence should be removed and disposed ofproperlyto insure
strengu. B fence.Take care to avoid underminlrgthe leruredunng p p y g P P Anyup 9 P QUEWHIFFLE TOWNSHIP HOKE COUNTY
T. m y notes yeas and a Inches v e P a a line of no.and 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. _
4. s.iment deposits Sodding-The sod should be properly maintained to insure that the grass take holds in the areas being secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth SCALE: 1"-100' J UNE 2024
a.clae12Incesoftebno along me bottom and see of me Ver. 0n rooaa ;nee all
a.e3a togadeaand
d sladgoln roe contributing and stabilization of the root bed.The sod should be limed and fertilized as per soil recommendations andt type rasa recommendations when and if possible. GRAPHIC SCALE
8. paced over the finer fabric and comma g comp..of the bedmu is drainage area has been properly stabllised� P type yP 9 PD too 0 50 100 200 400
m not oeCcnenarmbnemac s. 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
° 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.
midi m silt ran performance. 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
o-..\NC-Envirg,rrtenlal.Jpeg ( IN FEET )
J sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
SILT FENCE Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to de adequate storage volume for the next rain to reduce t inch = 100 ft
posi ry provide qua g 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.L.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 liF-0106
LAST SAVED:B/17/2024 4:17 PM LAST PLOTTED:5/17/2024 4:57 PM PLOTTED BY.Dennis Gilbert FILENAME:0,\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-12 CAROLINA CROSSING-EC\PLANS\CPROLINPXINGEC-LOT32.DWG