NCC241087_Site Plan or Location Map_20240412

MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION 21 CONSTRUCTION SCHEDULE
SCOTTS MILL 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 I.obtain all necessary permits and plan approvals.Erosion and Sediment Coatrol(E&SC)permit and a Certificate of Coverage GROUND STABILIZATION
SOUTH AT construction activities on any particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be (COO must be obtained before any land ashubng activities occur.A copy of the E&SC pent,the COC and a hard copy of the
iREYBURN 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 plan mustbekept an sire,preferablyinapermits box,and accemible Mir.inspection.
be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. 2.ItaWlgravelcotabvccoo entrances first then sill farces,reinforced silt fence SITE AREA STABILIZATION EXCEPTIONS
x / sonars and wattles, SITE
TIME FRAME
Gravel Construction Entrance-The gravel pad should remain in a condition[o prevent mud or sediment from leaving the construction site. This may require 3.Finish clearing and grubbing any necessary areas on the loa as they are started. PERIMETER DIKES, 7 DAYS NONE
perlodle topane i g with 2-inch stone.After each rainfalI,inspect any structure used to trap diment and clean it out a6 necessary. Immediately remove 4.Begin lot grading and excavation anti.tines
% EE1 all objectionable materials spilled,washed,or tracked onto public roadways. 5.Begin or continue...use construction activities. SWALES,DITCHES
E5� .SITE 1 6.Finish all rough grading and npns«pastm<trpn.AU areas not disturbed for T days n da to have Mummy orp<rman<m 8c SLOPES
NE
oQ• ! g°und<overrmwued. HIGH QUALITY 7 DAYS NONE
O 4 Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Anyrepairs should be made immediately. Damaged or I
].Loran fine
suing of lot
and pathos.
' 1 e:• �L s decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to e.Begin finelag w°£1°t areas WATER ZONES
1 COL `PJ y' insure that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times. I 30 29 9.Final gassing,mulching and stabilizing of ton In most cases this will involve the installation of sod on the Ion The silt fen.. (HOW)
Y O,p'Pjo IQ Take Care to not undermine the fence during eeanoul operations. 32 amain in place until the lot is studded or gassing is sabilized and takes Hold.
'% t I: ti 10.The contractor shall conduct self-inspections Mille erosion and sedimentation control measures and complete the following SLOPES STEEPER 7 DAYS IF SLOPES ARE
o combined self-inspection rom,r found run me DEMLR wara;m THAN 3:1 10'OR LESS IN
Al Sodding-The sad should be properly maintained to insure that the grass take holds in the areas being secured.The sod should be watered as necessary to PN NIOHC M1ttps IMwsv.aeq.nc gov/abwbaivisions/energy-mineral-and-land-reswrcedsmrmwatctlstormwarer-progmMnpdee-conatmaion-program.
MOW 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 4SE ROFT Twelvemonths ofcom late in LENGTH AND ARE
p 2 p inspection shall be kept on site and available for irapemiw et all times.It is recommended NOT STEEPER
POND` VEN , O growth and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when \ e Iq? pART copy be kept in a mmnd box.Ref G.S.113,54.1 through O.S.113,57 Sections 15A NCAC 04,0101 through 15A
p/� DRIVE ^� and if possible. - 51 pC 2g`3 251 NCAC 04E.0504 General Permit NCG 010000 NPDES for Corewcdon Activities. THAN 2:1, 14
Q I L Self-Mspections for erosion and sedimentation control measures are m be performed at lwst once every seven calendar days and DAYS ARE
j Grassingd MulchingThe area to receiveand mulching should be properlyfertilized and limed as necessaryinitial steppreparation. \•;, n h within 24 rows of every min event ofgreater marl inc,Any needed repairs small be made immedel tyro maintain measures as ALLOWED
d - grassing gdadtotas an yin soilsshoul 250 C designed.All ESC measures shall be maintained w sp<cifiedinMe cOe0000on derails on mis plan.A rain gauge shall be installed
gq Ln O ce 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 \ \'• SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then a tam should 50 Q at the project site for monrmnn.
•
temporary grassing 1 \� �,� <G 12.ItM«lion and firm ace B<deus.When me complete,me hall contact DEMI.R to close our me E&SC FLATTER SLOPES GREATER
¢� be used until the seasonpermits the use of a e one t grass. GJ p rotamce project is comp permittees a
growing pe p rid n gas 52 \ / TPOINT SECTION "IXd) Plan.After DEMLR informs the...Mee of the project close out,via inspection report,the permidee shall visit THAN 50'IN
_ "deq.ne.gov/NCG01"to submit an electronic Notice oftetminadon(e-NOTI.A$I20 mmual general permit Ice ME be charged LENGTH
t�,����y� 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 `�' `. 84, P G 0 until the e-NOT has been filled out.
I I that impair the filtration capability of the wants shall be removed when the sediment reaches one-third of the wattles functional freeboard height.Removed \ • I I,�Q• 248 ALL OTHER AREAS 14 DAYS NONE(EXCEPT
\T'l
RAEFORD RD. o sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 208 S 249 WITH SLOPES FOR PERIMETERS
Gc Reinforced Silt Fence Outlet-Remove sediment de is as necessa to de add to store a volume for the next rain to reduce the / FLATTER THAN 4:1 AND HQW ZONES)
A post ry provi qua g pressure on�5s0 fencelouaet.Take cam to avoid undermining the fence during cleanoul.Remove and replace stone as necessary as it becomes clogged with sediment. V O'4 WESTP• T,S T<N SIX 247
pRemove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been f.PB 84,P 48
prDperly atabllized. °st�� °Q tip ,,,, / SODDING
VICINITY MAP \ 45 QUO 50 5`Poh 2�re\ \ 56 J
43 .�\ \
\ \ oQQO�\, 57\\ 2q4 210 SOUThSh/F�AlpirCOT TUCK
nA
aMma MDTmMMINDFIFmEa
44 \ ► ,�pFF 203 \ D d Fy
DATE: core Fence\�Fiuer Fabric PAGE: pG`SO• Cj Sg t ' RUTTING
auralI. $0thfaannab wire Fence PI iwre Sec.!trench �ss� \ E? 202 212 siiATCNEp uPw,amL.ATIo POP°UT.WOMBS
�� 6Max.Extra Strang[fabric ran 9sLc'L---,�/\/%� r thoroughly
\'1 /O�p // tO Q.
Steel Post
ll DTea.T \ do 201 0 240 240 �"
spa p \ •
^
41,
P 100 019 SET. 60 1 213tco •
1 Ypopm core free e4 200 232 Q •
1 ::IZI a b>nrh a•�m sibWill:
Stag •
_ uIall ��
i \ 231 M ta"M°mO�SO wmTHaapa As As-.goo is wEEKsvow mon INK son IS
t Emowor
Filter Fabric 1 `\ 2\ \ ORp\NrEi� ^,�V c. • ��N� •
:..,'.-.'.- :..-:...'.:.. mon Strength
Strength Or eXto symneacmarabrin n cross SECTION wen �\ '214 \ T/ uSe NaAPPEARANCE OFAGOOD DOD
1. construct the •
•
•
•
2.ensure e.the«Iment r.
M1elgM1t oltM1 esetlimant aoce Ow not ex move ura grountl.IHlgM1erarras \• 199 \ ,,, bO
re1 \ - 230 u*�' S`Y
a.Construe-lion:
and mart eri�rco e',o�a�e��pn°�mfm memne nard<rtn awbiolm>.wn<nldna arc p+r' n
•
Eu r
supporta'ytantlam sven9m flderflKbdc'by wire mesM1 laet°oenetl saewrelY to Na11uDaloDe sled Wllte poea E°u Maintenance: I 97 62 \ .,�•
u.riwxeam.
on the up slope 333 337 • • •• • •
••
:..:--..
sue of or pMatc sMe wire mesh suppod to Me bottom of the Mnch.Fasten the wire reinforcement,then trength. 198 \ CONSTRUCTION Lot Plan • • '.W�} Tel ureAo
se nonbunir
5.When hwlrenmeae�auWire
rtknce is used space amaam muofal<eta poundtlrt Sul arts should betl"van
229
323 Supports or bmorne ineffective. are ltyvmmpaya°s.tear decamp., 1ST.tTORMW TER• \ .......
LIMITS 338 :(/J,� 'S'lyq,.,,,
h Ste...nth 8 foot pod spacing does.require a wire mesh support fence.Securely TRAC \ ` lal Plan :'-'z 1p. smnrasx.
ro
•
0100
fasten Me...via di y cam.w p p should have a minimum of poundmsile a PB.131,P .135< 41 "E" ':2 9' `
m nch.wideandaa�ea line sand
Take renoay.undem, 9 lene°d g 2.28A. 63 •• •
p g pup p
�> 22 �21 81/
7. the trench P- •`ACEICOMON AR k 6
upabp Excavate the b�ntix°.sex all andng mebrla s antl unsbbe setliment tlepo,tls
s. gmeaream l¢'and>ml.l red, rmere°°'''''esm aril Diacedeove rronenlrerrabdca compact Thorough mmDacnonmtne backnll is as red has be biluea. 1 ;P/4-- \ (N CONSTRUCTION
the tench
pertain... 9 °1OPey \,
90.Donm'laaech filarfabricbexisting trees. A \
ride. , 217 227
NC-Envirg mental. OP' 196 A- � 340 A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS
\ 1Pe9 \oP \ / 4N REQUIRED BY NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE
SILT FENCE I #1° i \ 320 • • • • •
COMPLETED BY HAND OR COMPLETED AS AN EXCEL
N 218 330 SPREADSHEET.
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE
• 94 p. i APPROVED EROSION AND
a
:,/:,'•': SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.
\��/ �C' 219 OORN.�yki � ey�of,Tr • • • RULE 15A NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL
1 / // `� 329 BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR
O. PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND
`n OGn / M./ �\ \\ 225 NIN •�G4�Tto SIGNING ANSEDIMENTATION CONTROL NREPORT OTH R AT LISTS LEACH MEASURE ETING,DATING AND
DATE: PAGE: °� v i( \ G' // I / PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND
pee. d FENCE 78 N�� ry/ 220 \\ 224 313 I 250 -.,.•_ . SEDIMENTATION CONTROL PLAN."
faLT - I •
\
s ' IIIIIIII IIIIIIII I I I I I I I I) 9h •IGHCRO'T OF FAYETTE ILLS, % -:'
D%. ,A48.PG.0. 223 `:::
AN . . . . . . . . . .
(REM•INING PORTION ,.:;..
ppoFaLT
9 476 78-. .6%s• \ \ / Nam%
111411r
MUST BE AT
Aeovt=THEY -, 90 D SF-10 . \ S�Ne 3 oR" a C3S,
FENCE;oBHED6T I I 800 2zz dbX.N I l a :
STEEL WIRE FENCE ;, 4a� SMt. 300 I • 3i
HARDWARE CLOTH FRONT VIEW BUR PkN !• OysTRUQTo e: .`" General Erosion Control Notes
0190 n� °� ti '
FILTER FABRIC. \ _;.;' 1.Only the areas shown shot)be disturbed.
WASHED STONE DHIrvTRENGH \/\ � s \ 299
FENCE
110
"t'6 € N ESM �.\ •I -'. •�• p'c6c8.'.•'••' } 2. All disturbed areas cover
be grassed and
rv2'PARTME18' 70 9 NRORN 0 $.' 9 mulched°
I` s possible and maintained
\ z\ 301 9 'TOE until pear Sent c established.
NOTES: ~2APnRTMIrv. grvDHARDwARE \ \2782 \ 1\ 298 1 �- '••.• \ '�fJ ��'':�'���'�''�.'.�,'
FILTER OF
1.Hardware cloth and gravel should overlay the silt fence at least 12 I ' O \3a \ • q •• "•�•' :':'.-:.- -:. e
pST� oRouND So inches. e�� \ - ' : .:'.'... `
\ 2.Stone outlets should be placed on low elevation areas of silt fence ' \ �mi\ ••\• .. .Y.-.
ORY end based on Feld conditions. ( 40r 277 1J• `:`
BURY WIRE FENCE AND
MAINTENANCE: k i 1 I i,101 31 ..''.
OF 1.Per NCG-01,inspect outlet at lest once a week and after each l inches ^C' �Enz �. : �i /
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. ��A.
2.Freshen stone when sediment accumulation exceeds 6 inches. y'm \\ P/EO'M '.C''.•
1 I
3.Keep mesh free of ntwh0ns to provide adequate flow. 4# 110011,11k
9- \ 03 • •'•�'-;- Persuant to G.S.113A 3 provisions far armament round
4.Remove sediment when half of stone outlet is covered. ZONING LINE 71 280 J 296 309 E'-•'• )• P P 9
5.Replace stone as needed to facilitate de-watering. "4 ( cover sufficient to restain erosion must be accomplished for
ANC-Enviryuriecilul.JPey SECTION VIEW �N / \
SILT FENCE CUTLET I R \d-6R \ \ \ ( all disturbed areas within 14 working days or 90 calendar days
85VW
100
V A 295 `Lair',: 304 . 308 I (whichever is shorter) following completion of construction.
\ \ 83 281 I
ZON . Iii CONTROL
CORNE- ' \ 305 \ 86
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD rh<Fgureg6emPa `' /ar O 294 307 I
inetedd Of iongatrencM1odDladn9 fabric and then backhlling trench, Pontling M1ei9eta� Top of Fabric \ EX.IRON �Si „0/ N�100
o� /�--
sediment1 I I
fence mayn be Install using rnex.24" POST SPACING: Belt
1 1 "M1LL""" -�M/ ,
inserts tee fabric into a cut sliced in me ground with a...signed
562b)at poser febrictY�smax.on open runs ° m 9• WESTPARK APARTMENTS,LLC 3 \,, GA
iV''''
INSTALLATION SPECIFICATIONS upstream .,'max.on pooling areas �831 E,PG.01 a7(TRACT T-d '1. \/ ari / I I I II
1.The base of both end posashould hea least one foot higher than the side ofpostr� 9nnaa'.<me 9767: soo9 t ° 293
middle of the fence.check wpm a level dna<a>.. FLOW d•nm<>sn<ngm°t ten' 0 \ 306
t POST DEPTH: a\ / C
2.Install poets 4 feet apart In°ducal areas and 9 feet apart on standard et I
pp aeons compacted so compactedso
li •••• \ 292
3.Install posts 2 fear deep an me downstream side of me silt fence,and rri . W-ITI= \ \ // // I
111�I III-III: ATTACHMENT DETAILS: \ / //
as close as possiaewmefabri<.enabling Posy to support Me fabric from II Ill VI
\ / \ / I I I
upstream water pressure, - C)-III cmnerr at v�a,nneetletl. \
P P Ill)h Dl nT I Utilizem tie per all within top e' �- .(y.- ,C9' /e
Install4. pomawmme nipples fanin9 away from me wilt fabric. +L m.o..
of.o.e° a V. 291 / • PAGE 1 of 2
5.AnaPn memmbmead,post with thre.6e>aanspaced wnem me mpa TlIilTIi�IIL llllilll 3sll IJ moist eB�'<a tram 'F\ ,,yam
inchesMe Nixie.Attach each tie tlagonay5 degrees mrough me fabric, rats .Hang each tie on a post ripple antler f\ byy7T "
wi ach puncture at.01inch vertically apart Also,each tie should be bwe tightenOn000 eec°ray. �� 270 86 W,r\
positioned to mans pnapost nlplNe when tightened b prevent sagging. Drwe aver ea<n sde otsi .use cable lsD b>7 air son wire. �--� �WESSP KAPARTMENTS �Mt \ I 2�- / ' I I ) 1 TOTAL DISTURBED ACREAGE: 0.40 ACRES
6.W3apapPoximatey6 inches of fabric around the end posts and secure exertng60psi.or rith ar silt Past P613 G� /0: �V �' I� I / / / / / 8 LOT EROSION CONTROL PLAN
DPereb9 device °f Intl _� z88 IS 1289 / // /. // /
' LOTS 337 ,Sc 338
4 mcnes of 36 burn rabrt<is avowed above ground compaction HIGH OFT OF FAYETTEVILLE 2919 I 269 I I `
.Meinrethan2 IL Fabric
I se HIGHCROFT
ear' should be checked and correcmtlforany deviations before ` SE Fen \ BREE WOOD AVE.,SUITE 400 I I I / / -
9 0 •F ETTE LE,N.C.28303 PHONE
nI r�'1= / / s1 des sass I I I 2 0 �/a / I / / /
9.Compaction vitallym oriaril for effective resua Compact me so Rlfll 1 �` \I T I'ji.l \ �- �� / I I its zm // / /
a' y the ainien<efabr<with the front wheel ofMetradar If�UTuI�� ♦ \ 6"1" / i . / BROAD,EL 1NCLA Y PHASE 4,PART 3
skid steer,or roller 60 pounds per square inch.comp, Y h
upstream aide first and then eacli side twice for a rota of 4tips. Horizontal e.I punt S'cinq Matle Co... I < 0 P 1$�I FOR
sere exerting 105:015l IDT'Wbm) Insmeanr / \ I 4/. ` / /
Ybrat<ry plow la netacnptable because of horizontal compactbn per C FFAT E�T INT
FIANCE /---------- / _/ I K ,,I i "'°< 26. / �. PrP�A /3DDAVIS HOMES OF NC,LLC
Inspect eemmemlferea>aHea>tanPe.week antl alter eaPhremmil.Make anyI I P'f ( 71ST TOWNSHIP CUMBERLAND COUNTY,N.C.
I
required the fa.
\ _ / K.--\
I 263
Should me fabric of sediment fence collapse.tear.decompose or become 265 I 264 ' - „�� SCALE:1"=100' MARCH 2024
Inefiective,replace lt Promp1N. uII w it�pRemPwe>.mmem aePc>lt>a>mace»err0100d.sus oeta eOraswarume // \ ..S3SPA E w i I A/ IW.
D GRAPHIC SCALE IN FEET
�aeam�mrermerce eueicga pressure
run Ma fen..Take care to avoid •�/ •
\ // /i .�y�SF A I 4iw. Ir ENGINEERS -100 -so o too 200 300
• / \ •8✓45 A'�4 " - PLANNERS
Remove ned0 fencing mums nwn�msgo otcoeeae ear 9e ereanabRs hang the
\� L</ \ PG z8 lir LLI SURVEYORS
properly stabilizes. i' �� w r, w ww MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.
MOORMAN,KIZER&REITZEL,INC. PHONE[phone] FAX[phone] LICENSE#:F-0106
LAST SAVED:3/12/2024 9:53 AM LAST PLOTTED:3/12/2024 11:28 AM PLOTTED BM Dennis Gilbert FILENAME:G\CURRENT JOBS\DAVIS HOMES OF NC LLC\24-2956-01 HIGHCROFT-EC\PLANS\EC-HIGHCROM4-3-LOT533,&333.oftS