NCC233599_Site Plan or Location Map_20231228

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/ ` ���\ �� \ \ \�/ CONSTRUCTION SCHEDULE ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
MT./4 54-vv9 . / / \ \ �� \ NCGS 1ERNATI.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
1 \\ \ Obm l ces pm its and pl app ovals.Erosion d S diment Cvn ol(E&SC)p ran d a C tificm of Co g COMPLETED AS AN EXCEL SPREADSHEET.
\ \� / (COC)mnst be obrabN berme anylana aistmbmg«dviries«ant.Ampy of the E&SC petmi+,be COC and chard copy or iM AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
\ plan must be kept on site,preferably m a permits box,and accessble during inspection. EROSION AND
2.Install adwattlsauctian envanecs fist,then silt fences,reinforced ails fence SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
outlets grwattles.
Tres.:
\\ NCAC 04B.0131 STATES THAT'_.DOCUMENTATION SHALL BE ACCOMPLISHED BY
1 3.FiniaF clearing and grubbing any necessary arena on tM1e tom m they are started.
a�� o / 1 \\\ 4.Begin latgmding and excavmion activities INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
X3 \ \\ S.Begin ormminue wile Muse construction activities. APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
^\ \ 6.FinisM1all magM1gredingundhomaamstmaion, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
�RPO� 0 egATX. / / \\ 1 / /�D/ \ \\ ` / \\\ \ - 'l.mamll driveways,walks and parios. PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
• °b• p 9\ 8.Begin fine grading of lot areas CONTROL PLAN."
'', ES / \y \ \� \\\
and stabilizing of lot.Inmostcases this will involve the installation of sod on the lot The silt fence wig
2 ¢may // J\ \\\ v�v Pleas until the lm is sodded yr gnssivg�s nabilizai mid takes hold.
\ // / \ ]o.the mntm<mT%hall<omnm%<Ir-ia%Pe<nnosnrw<ernainn ana%<mmeamaan<ontml mea%m<a aaa<nmplem w<blmwmg SODDING
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a - \ \`_ combilmd seIll'ininnf':
ection form foundmtM1e DEMloR:ectelirse
ice
// \ \ \ \ hope: wwseq.neoavamiaionarmergy-mmerel-a - oeaoame�annnwamnatotm..ater-pmg<ammpaea-eonawahon-pmgmm.
/ p,� \ 8 \ \ Twelvemoncomplete iv>'Pectiov formsshaleeov si4 avd eveileblefor incpectim at elltime>.It is rerommevdede N, o
9 • // \ \\ \- copy bekepermits box.R<f:G.5.113A-54.t G.S.113A-5gS«tiova ISA NCAC 04A0101[hrou8h 16A
1 NCAC 04& meml Permit NCG 010000 N Conauuction Activities. yY
/ ` `\ n.Self-inspectirerasionaMsedimenmtioncoamsuresarem:perform at N:anceeverysevencalendmdays and
® \-.....
;$ // `\ \ 7 \� within 2A hvery min eSAI NT reamrdmnn . ny neNM repvm shell to made immdiamlyromainmin measures as ran%AxnralMMlrvaPiaoe%.
11
\ \ aesigned.Ammonresing.be mainmin<dsiM in the conswctiov derails on this plvLArain gauge sha116e install:
or
/ \\ \ _ azMep�]eart«nrmdng.
a"2 1 / \ \\\ \ \ 12.IPlan.A andla«eptmci'firm When theproject is inspection
mionrepmll contact DENIM toclose out the 6&SC
moNrnoagk°"° =s °^taw ° \� 1 I I I // 12 \ tan. 9ar .aivforms the permiareofmaosewG via insprotioa repov,the porminea shall visit M e
A3,,,, I 1 I I // CONSTRUCT \ G6 "dry"c.gov/NCG01"to submit an electronic Notice of termination(e-NOT).A$100 annual general permit fee will be charged AAMMOICOO COMER MUST
s,,,, 7. /) ENTRANCE S until We a-NOT has been tilled out "
Ausaoevrxawmrvps
f SITE �' I,/ I I �� � 354 '' s<� j / ��
I _- + SILT FENCE •
(/ :4t., \ 1y . ' ------UC ON mP' C `� / �/ NM 4A dyi{444 Ill_ _ _ _ \ LIMITS / 14 / a�el' u' \\ REINFORC �,�,t. \ / / / as _MOW MIEN ePC
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O SILT FENCEWATTLE 15 deC \- 31 wnnrnsaaL "`r "<sooxas:'�souls` cam„°' �4aSil
�m � � �P N \ � OUTLET � � LotPan / O \ \ / tofuwoEa run DErnx ora� nicxua7 - o \ SPACE m° nG / l` EA NCE of coop soD
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¢g Rs\\ y36 REINFORCED 'S=S °a Q � � SILT FENCE �5 urrxoxnnm v'
°
z � � OUTLET Cp/ yyyRRR T�f� CONSTRUCTION a
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bp1Yf,xoM 6 \\\\� -- -- / / ��,1\/ NS. ITCQ/ N LIMITS / rwrsa u.r°i7mcv. °osn
VICINITY MAP;' \� / �/i ; ,, CONTRUCION i''' .
*Co-"' mean omcas<mT
:ITS
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N.T.S. �� \A�p F 23
24 /
\ ` / / FENCE:s r� LLo22/ U�DATE: I� yIFENCEPAGE: \ \ / (25 TYPT \ yi / / 7�rt11 CON LIMITSTION r DATE:j PAGE:
sLT IICONS'BIITSTION / / iP I /
e _ I_ TT') / ��I�M 21 /
i I II I 1 111 1111I• .1 /�. 2s Qom _ ir 1 . .11 PC
t / �30 w/ I ENTRANCE
1O / 20 ) / fi 4 '6 "` 7 ✓! ✓! I
1 //// ,// 4,� \ I ENTRANCE LQ / �ti IT How ¶ .i, I -:HouSE I M. 11�` ,"El I NOUS HODS I
1
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STEEL WIRE FENGENED �� / / , 49 4/ ' hOs� J 19 �rT / .„ 1, �.q1 _ 1I L. J IL, : % L � .J
\ / 7;:;/
�� // J� � 27 / e ) / / 8 I1r EDeEDF�Ra Ay
HARDWARE CLOTH FRONT VIEW ,\au \\ / / c sTR cnoN \ Gf LCune wtr=r Ro vnv -ROnowAV L1<u m'Av �tuA•HAY -1tu Av -1eu Av
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/ / ///-Y- LIMI S / �j'a.- �L/� Notes:\ / / I \ 28 .Y, 1.If needed,Tree Protection fencing shoultl be installed along the buffer zone,wetland
/ F \ boundary and/or around protected trees,providing a radius of at least 125 feet for each
FILTER 0,67 STEEL FENCEJ / `l ij / l LEGEND inch of honk diameter.
L•t Plan Q C NSTRUCTION e / 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown onwnsne0 srorvE �:b.?.�:F;`i Irvr2'APART o soLlD GRouNo POST SET MAX� cLOTR IN raeNCN \ // / j I LIMITS FLOW Nschof tricrdiagrarn Metend field adjusted,if necessary,for placement at low points.if lots are
+:�'•k' G FILTER FABRIC oN°aouNO NOTES: yao l h I. ANDNAaOwutE \ // j/ / \ I •.•• 2� / CONSTRUCTION contiguous antl have different land owners or builders,each lot shoultl have individual Sllt+' :r;7j::I 1.Hardware cloth and gravel should overlay Ne silt fence at least 12 \ \ J Lot Plarf / ® Fences.
' vo AI Inches. / yj LIMITS
' I 45 I " 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
.....::s:o:.:.si.c:•i i`\\ 2.Stone outlets should be placed on low elevation areas of silt fence I / / / QCijO Lot Plan 3D / CURS INLET ENTRANCE septic system.It is the responsibility of the builder to ensure the installation of sediment
URv and based on field conditions. \ \ CONSTRUCTION .f�.J t. wntml measures does not impart the septic system and repair area(s).
MAINTENANCE: •2F\'v'- 'ENTRANCE 'y ••STRUCTION / 4.At least one Construction Entrance/Exit is to be installed per lot.
oF1.Per NCG-01,Inspect outlet at lest once a week and after each l inch or I I / /ry / LIMITS CONSTRUCTIONS.Waste bins antl other areas tlatlicatetl for managing building material waste shall be at
HARDwnaE ctoTH nLrER FaeRICIN TRENCH greater rainfall event Complete any required repairs immetliately. 00\ LIMITS least 50 feet awayfrom storm drain Inlets or drainage ditches unless it wn be shown that
2.Freshen stone when sediment accumulation exceeds 6 inches. z Z\ \ M1 no other eltemative exists.If this se t t be achievetl,these areas must be
MRYw ND I / / 44 / / pare ion gannO3.Keep mesh free of debris to prOvitle atlequate flow. / contained behind Silt FenceSECTION VIEW 4.Remove sediment when half of stone outlet is covered. / //' sea%41,\ A ." �- ` 6.Inlets downstream of disturbances shoultl be protected;streets should be swept when
..\NG-Envirplulen ul.lyey 5.Replace stone as needed to facilitate de-watering. / / „r4 F ,1•;':' 3'2 sediment from the construction activity is present.
J SILT FENCE OUTLET / / CONSTRUCTIpP1' ..\NC-En nron m en toljpeg T.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
L. _-__-_ ,p- / / ./ #1, -. -7,, ENTRANCE,' 0.:
L provided on additional sheets.Erosion and sediment control details are not drawn to scale.
\`� /�/ /// \\ / LO33nTYPICAL LOT LAYOUT WITH CURB AND GUTTER
/ \ . 34 DATE:4,5 PAGE:
V ITel:11 iiiii.f1:.:
\ // // / / _� \ / \ Lo[Etan CONSTRUCTIO /:ITS\ \T Ayo ^, / IA
i
DATE PAGE: ' I / \SA �� oa6
S t S k/Watt e S It S k/W tt OTT; `c\OnOw� . agaInst erosive velocities may be protectionbtmtedfor /III / FRS a / o� «>
II I. su> //- O\,P 55 ro QJ °Am,,,or22 X z IIlo the deal. rah m sdo Silt sorerWattle.shored he Instal.n gren I \- 3`% Of OPEN Q / /
SECTION pk<> SECTION 51kgraope. GROUND STABILIZATION J allei to "net ere.should be located et the edge of the \ s7 f� G SPACE ��� / / '�
nre sackfwattlet 1 -slightly should be tumed SITE AREA STABILIZATION EXCEPTIONS V ` i/"�\ 58 e `��, / i' e e 'w
a,0.• % oo. DESCRIPTION TIME FRAME \\ ��i \ AS / / ran. T.17.54:oaddkittt::!ier:"::.silt Oger t I PERIMETER DIKES, 7 DAYS NONE \ QJ �0 ?III III 4 z-nm cress saran naM eaerMa"at a SWALES,DITCHES \� U / /
W W soma soc.mwnmo n e.Ste.shgnln>°ould be pieced th>tlt &SLOPES ` \ 37 �tD' ,:. /
HIGH QUALITY 7 DAYS NONE / coN LIMITSrloN Q
p
me>n sowwatle is in inch
maximum'nmm of a met<r a maximum'mm�al
in of Construction: Maintenance:
Wood Mulch or cum >t Tyeo�od a'Min, trench. WATER ZONES \;\ - c
To height of log s. In the eveaaeking is not possible tie.when (HOW) 35E •
\SST\ Lot Pan 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each I Inch or
uaTRENcnaO INSTALLATION pavement)^`0'the� / \O,\ B" ( material and properly grade it. greater rainfall;make any requlretl repairs Immediately.
.nerete blocks shell be used'""`°"`""""""°""°'°""" `»""'"'�""""' la a g SLOPES STEEPER 7 DAYS IF SLOPES ARE 'N 60 2.Place the gravel to the specific grade and dimensions shown on INC plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment
ISOMETRIC VIEW o n v«<a 9w<<vemo. THAN 3:1 10'OR LESS IN 7 ''\ smooth it from leaving the construction site.This may require periodic
+. aner LENGTH AND ARE \q0\ I 3.Provide drainagerte fabrics
in carry water to arove stability of
or other suitable outlet. topdressing with 2 inch stone.
�� �' 1 I 4.Use bjan ienNl fabrics in order to improve stability°f the foundation in locations 3.Immediately remove roadways.
CONSTRUCTION materials spilled,washed or
COMPOST s«x INma FLOW RATES
NOT STEEPER q /
THAN 2:1, 14 / \SO\ subject to seepage or high water table. tacked onto public roadways.
ter una<"enea s°°k> ...roce D»p.D(a:�«oatzo`hT t��o m)tiro gym)eeoo gym) a.�Ma z. ::,::::::::::,,,,e;rrif:.,
wDAYS ARE `�'\ /a`dr) °� ALLOWED ' A CONSTRUCTION ENTRANCE/EXIT
soon(Frown sFro.aleoak/M eu t zzi i 00 mi 100m) «° x aaSLOPES 3:1 OR 14 DAYS 7 DAYS FOR a54 \tij•\ �.Wa,xAe fwinot1 m) caeam) tacom) FLATTER SLOPES GREATER `�\ 62
;H�,'�a�`I:i: T:n 'in atm�n zmin ,'o..n s. o;'allawaaamaiane>Ia:^eieduella°N THAN 50'IN \ \
Vim) lit/Ol lira/m) /m/m) Tim/col maasuro eeese�ennce maemave�eolrseae e LENGTH \ \ Illi.
ALL OTHER AREAS 14 DAYS NONE(EXCEPT \ 63 \ PA GE 1 of 2
L SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION WITH SLOPES FOR PERIMETERS �� TOTAL DISTURBED ACREAGE: 4.77 ACRES
FLATTER THAN 4:1 AND HOW ZONES
)
_
\
DATE: Wye Fence Filter Fabric PAGE: `NN OPEN LOT EROSION CONTROL PLAN
�maPo>t�"3 a'Max.s,andamstrengthfa^.with Mrefence �/ SPACE I \ \ FOR
e M�Ema>^engmmbdawlmmtaaamn Wire Renee as, B°akf trench
•
•
•
LOTS 14, 15, 22, 25, 29, 33, 34, 36, 45 & 46
pSteel .... thoroughly General Erosion Control Notes IN
-�mw 1.Only the areas shown shall be disturbed.
Plastic or f
• 2 All disturbed D BahDII be grassed and �6e CAROLINA CROSSING, PHASE ONE
Wye ties } had as s as psss�s le and maintained \ T / AND
1 in. until pemanent cover established. �J `
f. ta,9ann� a / / LOTS148c15
am / N
Construction: + Fitter Fabric b I CAROLINA CROSSING, PHASE TWO
2.Construct ightofftheeseament cede or ex.strength abovethearorin CROSS 5eom05VIEW MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOR
(Higher...
�may impound
aryb wth°m op°alllaa+ plponpsehtwub<ketmbamumovelaeoahenel,post FURR CONSTRUCTION
mono vie bmbdof.trnchFa>mn>a mmrmvmmo cent.then
on.uPsiatend General-All measures will be inspected and corrections made after runoff producing rainfalls, per wee any y y
a.nature standard> pvrength)ter.of trench Fasten reinforcement. fabd<on PO.EXte 1 pec a pro g rain a s,or at least once k minimum.The builder will insure that the construction activities on an particular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates,measures will be
et
rerepaln 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.
side of tile fence amaximumaafa shouidbedd.en AND DEVELOPMENT INC.
past
a MINT Of 2inChes«>t' pound
supports gb 2.or become
fenceptly. e.tear,d«wnpose. 1
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
securelysteng eleriaeaawahnhOlmel OacInodoesnotl>0Mkaa.dremem>aamnia«a.6e<nrers objectionable materials spilled,washed,or tracked onto public roadways. QUEWHIFFLE TOWNSHIP HOKE COUNTY
e.Extra
• the alter fabric directly to posts,ore or Ma>lcup ties should have a minimum of 50 pound tensue storage volume sediment
rone net es
pressure onathe 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 -
veua m y nchesvide and ainches v e proposed lNeormeposteana a fence,a . aama"oieunderminingmeferureaudna 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:�'t-�00' OCTOBER 2023
.Flelrepec00 12 ehebbafebeoalmamebouomuna>IxatnetrenN,.e 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 GRAPHIC SCALE
soil paced over me filterfandc and compact.Thorough compaction amebadma is 4 end
sea naabeenooeaod>properly daoieaaaral m.comnbmin9 and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. 100 0 sD 100 200 coo
Do not• All enermbmmaxi c 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 = MI 11
°fi
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.
g..\NC-EDvtr,men lol.Jpeg ae 11
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 )
sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 1 inch = 100 ft.
SILT FENCE
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:10/26/2023 12:59 PM LAST PLOTTED:10/26/2023 2:15 PM PLOTTED BY.Dennis Gilbert FILENAME,G\CURRENT JOBS\FURR CONSTRUCTION\23-21351-01 CAROLINA CROSSING-EC\PUNS\CAROLINA SING EC-LOTS 14,15.22.25,29.33.34.36.37.vs010c DWG