NCC233186_Site Plan or Location Map_20231107

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�\ �� � \ \
�T`9 // \ \\ \ ��// CONSTRUCTION SCHEDULE
Py' 4 60 54. ® / `` \ I J �� I.Obtain all necessary and Ira approvals.Erosion and Sediment Covw E&SC d a Certificate of Coven e
1 \\ ai ed b permits p Pprov 1( )er permit an g
\ \ \ (Ct3c)must be obtained before any laud distmbivg activities occur.Acopy of the E&SC permit the COC and shard copy of We ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
\ \ / plan mesa el construction preferably in,t en itsail box,andaccessible tit fenceng..pseon.
/ \ �� V \\\\ \\� / 2.Ioreleh and
construction don entrances 5m,men am(caws,reinforced acts tenon NCGS 113A-54.1°IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR
tut oudecs anti wanes. COMPLETED AS AN EXCEL SPREADSHEET.
To 3.Finish clearing and grubbing any necessary areas on the lots as they are sinned. AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
_ o�� o A Begin lot grading and excavation activities EROSION AND
.� l\ S.Begin or continue with house construction activities. SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
�� C 4OP9 / N
\ 1 ` \\\ -- R.Finish all rough grading and h°u»conswction.
e v 5456 / / ` / \ B.Betiinn e�tiiT a�lotareas NCAC 048.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BV
patios. INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
8 gm go APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
'tO2 d' �yS'
✓ \ \\\\\ / 9.Fina'grassing,mumM1ing and stibiliaing of lot.In most caeca this will mrrolve the instillation oe»d Eo.-.:7::o,olri:stolli't fence will DATING AND SIGNING AN INSPECTION REPORTTHAT LISTS EACH MEASURE,� mplaceunllmclnt is»ddeeorgrass41L7tslEzell.
and mlli hold. PRACTICEORDEVICESHOWNONTHEAPPROVEDEROSIONANDSEDIMENTATION\ / 10.Theconvector shalewductselFivspxtrars ofine eroeiw and setlimrnhtlwcontrol mcaslvee andcivgCONTROL PLAN.'
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_ / / mbir�edself-inspection form found on the DENILR website
,� naps://www.deq.ne.gvv/about/divisions/energy-miumal-end-land-as°urcec/stvrmwater/cstrrmwater-progmm/ n -program.ete„,,,, r shall,,keptonsi,ndavailablerorivspxtiov at all tindeea
O
sty ��� / \ \ eoPYbe kept in aPermits box, ef:G.5.113A-54.1through H.S.113A-5]Sections lSA NCAC 04A.0101 tM1rough lSA
rl, • \ \\ \_ _ NC 46 IOOW NPDFS f 'on Activities.
1 sI col beperformed I ceevery seven�endardays and SODDING
\\\ within24 hours f f F 1'n h. sea repairs shall d immediately ma ohm measures as
•
_ designed.All 1:SC hall,maintained as sp if d-N - details on this plan A rain gage shall be installed
$ \ at mmonitoring. � �
y 121 p df I en letters.When the prof pl ,Ion perm vacs shall contact DEMLR inclose out the EASC
P i -� P
7.213ROAD C4 O I nARer ULVILNmfomts me petm�nee"rthe pm3ect close out,via ins ernvn report,map are shall vise exos nxo raiuMms metes.
IN
SR-1215 4xW yR P ewi
nnxnvnsuxsr sncx oTxea.
0 1 / .nc.govNe:L mbmis nn electronic Notice ofmrminafion(e-NO'1').A5100 ammel generel punt(fee will be charged ""' DONor LEAVEtPsxn T;i7
r rqr"vaauP.
RR-,2/J 1 until the a-1:01'has been filled out. 1G����
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maapeM TIRLED a
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VICINITY MAP;' \ - - / �� ,�- _ \ \\//i 1 /6o I ) \ �i^�lii IIII� am ,,N.T.S. / \\ • //� - °.. \• \ 24 ( / ��II���IIIVl'�IIh�JI re
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DATE: e (
4 MIrv. FENCE PAGE: \ \1 \ 7 / 25 "\\\/ / / �- smw.0 °EvsEa°orx..
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��il ll ll ll hill II II II I;1 _ ���� 14)81I 2Pn 20 a /•
330 / DATE: PAGE:
�- I CO(LIMITS
STION 1
TaP OFSLTF / \
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Aao ETHETa I \�//� Oho
STEEL FENCE POSTED S NE \ / 4 )
! 1st
WIRE FENCE \\ � / j I 4 27 fie G ~ ��I � �(Th_:- I
HARDWARE H \eDR -�J1 / / 1°ram n / I ¶ u j
WASHED STONE ail FRONT VIEW FILTER FABRIC
a� AND
IN TRENCH1 �/ / /�// _A \ V /�~° \ / ,`l jje / / ¶'NW R JL W i .HODS 1 �G I NOUSE� �� i II HDUS HOUSE
REIN
FILTER 0,67
NTO SOLIDROUND \ / IN FENCE •NSTRUCT• QJ / I _ �/'
•.��••'I ON GROUND
NOTES: STEEL FENCE AND HARDWARE I / //:, I 29 Rnv I.-.I _l MI I� `. _u L. J K
OUTLE EN /) .1
1.Hardware cloth and gravel should overlay the silt fence at least 12 \\ / / c o 1r - J AY L.
AY -ROADWAY -RAY Ro• AY -RO AY A.
AY
Olt.°. '4 I Inches. \ - qEl pR D L / / ::' / AYLEoc Ro
a'F LTER FPBR cCCEE
...-.::s•oo:.t..i•31` 2.Stone outlets should be placed on low elevation areas of silt fence I SIJI�•r�FENCE WATTLE {�Q]�4 Its
INLET Eof curie Notes:
URY and based on field centlitlons. /OUT ET / QJ 30/ / LECE�U� 1.If neetleQ Tree Protection fencing should be installed along the buffer zone,wetland
BURY WIRE FENCE AND
MAINTENANCE 1 boundary and/or around protected trees,providing a radius of at least 1.25 feet for each
of 1.Per NCG-01,Inspect outlet at lest once a week and after each l inch or I y SILT FENCE CONSTRUCTION Y inch of trunk diameter.
I. LIMITS
HARDWARE CLOTH / /� • 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
FILTER FABRIC IN TRENcx greater rainfall event.Complete any required repairs immediately. �WATTLE h
2.Freshen stone when sediment accumulation exceeds 6Inches. I / " / I`fp/ "411
N p schematic/iagram antl field adjusteg if necessary,for placement at low points.If lots are
3.Keep mesh free of debris to provide adequate flow. �fO contiguous and have tli(ferent)antl owners or sir.,
each lot shoultl have intllvidual Sill
SECTION blew 4.Remove sediment when half of stone outlet is covered. // / '., / 0/
no FENCE DIRECTION Fences.
5.Replace stone as needed to facilitate de-watering / of,''' � ILT FErvcE oLnLET ® 3.Install required Silt Fence within 10 feet of property Ilse to ensure there Is no conflict with
ANC-Envir ail ul.xyey / / / / r / cc'
ONSTRucnoN ENTRANCE septic system.It is the responsibility of the builder to ensure the lnstelletlon Of Sediment
L_______, SILT FENCE OUTLET / 1. r}p URBINLET control measures does.impact the septic system and repairarea(s).
\\*.
% /// \ e 4.At leas[one Construction Entrance/Exit is to be Installed Per lot.
5.Waste bins and other areas dedicated for managing building material waste shall be at
least 50 feet away from storm tlmin inlets or drainage ditches unless k can be shown that
other alternative exists.If this separetion cannot be achieved,these areas must be
// / / / -� / / contained behind Silt Fence.
6.Inlets tlownsiream of tlislurbances shoultl be protected;streets should but swept when
sediment from the consirUctiOn activity is present.
\ / / / `/ j% \NC-Environmental.jpeg J ]'pmv�ldedonlaltltlRonal slhaets.Eroslonlandsedher measures are
imelntncontrol details are Entrances and lnot drawn M scale.
\ \ / STYPICAL LOT LAYOUT WITH CURB AND GUTTER
IDATE PAGE: �JrJI / 1� DATE: PAGE
Slit k/Wattle Silt Sock/Wtt 1
FLOW__ �l mI Oth _ _ equivalent protection
/
a9 may be substituted car I / /
III II .. oll.11. a s.
12• I a - gnnmm,yvdthremp»t 1 OPEN Qro
n�I Stakes ' Sl k s 3. () rim tl°pa a e \ 356 �r
SPACE
SECTION SECTION Sod...) GROUND STABILIZATION �/ .24.a, Ailig
,,rra"- '�o .M,.. (off an around a of the SIISCR DESCRIPTION STABILIZATION
FRAMEIN �� / / \`7::::r) /•••_ so.fora should be amaa EXCEPTIONS / /VI) HI
4sill zmd5mmg gut an PERIMETER DIKES, 7 DAYS NONE •-••• ^+o,vac yM cross section shoal be driven
PERI ET DITCHES �U ..;....-.... A/ornesoc.a....should be placed at a
&SLOPES O� 3 / / / ••••••••••II••
Trench tr " HIGH QUALITY WATER ZONES 7 DAYS NONE •'.. _ .. •1 1 1 I I 1•�
Wood Mulch or tom ground A Min. et
• ___TP 1/z hegnt Pf og st s. - - 1- (HQW) .� / / e• •• I`I Il I•UNTRENCHED NSTALurON EN treltiT NSTALtATaN• 1 I , k* �..-:.
.....m.,,mv,..w..,.°.m,tr,..®.�.w,�mw SLOPES STEEPER 7 DAYS IF SLOPES ARE B0 \ , ••Ioarr:
ISOMETRICVEw THAN 3:1 10'OR LESS IN / - ?i'� d'-
t. as LENGTH AND ARE ^ I I �'i"" `D�o
MAry E
COMPOST SOON xTAL FLOW RATES aeement syaebra NOT STEEPER --•• ••- s'
Mwen°rc°mPasl _ ax rum nacoeaea manaw m,aaewate nor•. THAN 2:1, 14 • -\
for°snaat Frown Pro,eam p»D•p,m•a« �RO� feria�mI fso�mI(coo�m> IF z. anlamnat be ravlacae if or DAYS ARE / conawcuon: Maintenance:
»ro ce sou m m ALLOWED 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 Inspect at(east once a week and after each 1 Inch or
sat sock/x�eu(zzi i rmi ivarmi ' 'f«° trs°, 3 a SLOPES 3:1 OR 14 DAYS 7 DAYS FOR ace material and properly grade it. greater rainfall,make any required repairs Immediately.
wtr,xAe If ponding becomes excessive,Pe a
f wane • eaosml f,, (.ono m1 • - FLATTER SLOPES GREATER 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in acontliti0nm prevent mud or sediment
in�oawr no•• 6 smooth it. from leaving the Construction site.This may require periodic
Iv:
ae rum%n glie, yffm%n g>m%n gpn%n a THAN 50 N . 3.Uaege drelnagebc�ny water to a sediment trap or other sukablendation outlet. to mediate)• with ceall stone.
(s° tit°( (tee (2th (3]° LENGTH �� \ 4.Use geotextile fabrics in oMer to improve stability of the foundation in locations 3.Immetliately remove all objectionable materials spilled.washed or
na /m/m) /m/m) /m/m) /m/m) /m/m) measure has eaence permanentlystabilized.• ° m , subject to seepage or high water table. tracked onto public roadways.
ALL OTHER AREAS 14 DAYS NONE(EXCEPT \
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION WITH SLOPES FOR H PERIMETERSW �� CONSTRUCTION ENTRANCE/EXIT
L - FLATTER THAN 4:1
AND HQW ZONES)
DATE: Wye Fence Filter Fabric PAGE: OPEN \
and / SPACE PAGE 1 of 2
.teal Post em�E.o-wow woTwshowawe ten Wre Fence Wire B°ckfll trench 1
•
Steel Post .... thoroughly
General Erosion Control Notes TOTAL DISTURBED ACREAGE: 0.98 ACRES
/ -.m 1.Only the areas shown shall be disturbed
Plastic or I a34• 2 All dsturbed areas Shall be grassed and '---..'L "oe OT EROSION CONTROL PLAN
Wye ties 7 mulched as soon as possible and maintained
until pemanent coverestablished. `
/ LOTS 26 8c 51
t. t ;�n r< f
/ CAROLINA CROSSING
aanawak,n: 1 Filter Fabric I ,/ / PHASE ONE
1.construct the sediment harrier of Mandan strength or extra men synthetic finer fabrics. CROSS SECTION VIEW FOR
2.Ensure that.may impound umesothe»dimentf»wausentxed2,i urea mnd,Highe,fenwa MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION BENJAMIN STOUT
lam»orwam a condommwan failuret length of me Calmer to avoid Joints.When rel.are
securely hales the filtcoer dothua ally at s roll s to
past OM 4 feet minimum overlap to the next post
strength bottom
ten»hhstenea»wreeifo ma up.hpaadaoftha posts.Extend General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once a week minimum.The builder will insure that the construction activities on an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates,measures will be
a.suppoo anndawpvantthoxer om rimer.mew Fasten the omytoo Manent eMdeahen fabric On the-Ede 1 P P 9 per any Y Y
side of.fence
at
once
repaln immediately. 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 to insure proper ground stabilizing cover. REAL ESTATE SERVICES LLC
a a maximum N efe should be driven f
M1round n fenost Wire or cesmof stic Antes
,sches. t pound tensile
aulpDan gin 2.or becomeahbrer fectie,,seWment fenceptly. .tear,decompose.
Gravel Construction Entrance-The gravel pad should remain bI a condition to prevent mud or sediment from leaving the construction site.This may require periodic topdressing with 2-inch stone.Agar each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all
securelysteng thMart,.rem minimum P stsoul adoes not nnluire aAre mesh support fence.Searely objectionable materials Spilled,washed,or tracked onto public roadways. QU E W H I FFLE TOWNSHIP HOKE COUNTY
e.Mates the alter fabric directly to posts.Wire or plastic alp Iles should have a minimum of so pound tensile storage volume sediment
the net as
aassure ongthe Slit 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
vgthata m y novas roue and a inches v along proposed lineoft,postsand 3 deem keasthma"codundermimrNtheiertceaMnn9 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. SCALE: �" 100' OCTOBER 2023
Exw from the the uancnaemtrxi wI ei mRernoveSodding-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 GRAPHIC SCALE
.Placeg12Inches offsacso,along lhe bottom and side of the trench. and bong theaea m grade land stabillizeln after the contributing 100 0 50 100 200 400
St Baclall.trench sot placed over the filter fah.and compact.Thorough compaction°fore baomu is 4 drainage area has been properly stabilized. and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendation and type of grass recommendations when and if possible.
milical lo sill fence
Do aeacnenerhbcomace. a. 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 = MI
° 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.
sdn 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 )
.ANC-Envirgrmen tol.Jpeg� SILT FENCE 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.
JReinforced 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 SF-0106
LAST SAVED:10/3/2023 SOB PM LAST PLOTTED:10/4/2023 7,19 AM PLOTTED BY.Dennis Gilbert nunvvun:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-12 CAROLINA CROSSING-EC\PLANS\CAROLINA XING EC-LOTS 26 a 51.DWG