NCC242991_Site Plan or Location Map_20240927

MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION 21 CONSTRUCTION SCHEDULE
SCUDS 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 1.Obtain all necessary permits and plan approvals.Erosion and Sediment Coattol(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...ins anivid.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 must bekeptansire,preferablyinapermits box,and acceaainle dutg inspection.
be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. 2.InsWlgravelconswctioo ennancesfrst,then sill farces,reinforced silt fence SITE AREA STABILIZATION EXCEPTIONS
x / oane,a and wamea. DESCRIPTION TIME FRAME
Gravel Construction Entrance-The gravel pad should remain in a contlltion to prevent mutl or sediment from leaving the construction site. This may require 3.Finish clearing and gmnb;ng any necessary areas on me lots as they are starred. PERIMETER DIKES, 7 DAYS NONE
perlodle topane i g with 2-inch stone.After each rainfall pect any structure used to trap diment and clean it out aB necessary. Immediately remove fra 4.Begin lot grading and excavation activities
% EET all objectionable materials spilled,washed,or tracked onto public roadways. 5.Begin or continue...usese construction activities. SWALES,DITCHES
E5� .SITE 1 6.Finnan(111.0 grading and nons«oas,m<bon.All areas not disturbed for T days needs,o have temporary orp<rman<m 8c SLOPES
L.W.55E o� ! g<°und<overrmwued. HIGH QUALITY 7 DAYS NONE
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
4 n8.Beg.One grain of to mdpanos.
1�• rL yni. decomposed that
fabric should be replaceds promptly.Any sediment deposits that build up against the fence should be removed and the of properly to 9.Begin fine grading of lot arena WATER ZONES
1 LOL `s, y' insure that the removed sediment does not wash back against the fence.Adequate storage volume should be provitled for behind fencethe at tall times. I 30 29 - 9.Fival gassing,mulching and stabilizing of lot.In most casts this will involve the installation of and on the lot.The silt fence will (HOW)
Y '31u, to Take Care to not undermine the fence during eeanoul operations. 32 amain in place until the lot is sodded or Bossing is sabiliud and takes Hold.
eA t�<yd" ti 10.The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete the following SLOPES STEEPER 7 DAYS IF SLOPES ARE
o combined self-inspection rom,r found on me DEMLR wma;re 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 Invxov.aeq.nc gov/abwVaivsions/energymneraland-landreswrces/smmrwa,ctls,ormwarer-progmMnpdee-conatmaion-program.
maintain adequate moisture in the root zone and prevent dormancy of the sod.The sod should not be mowed to dose,since this could inhibit adequate 4SE ROFT rwelvcmonths Ofcom lets in LENGTH AND ARE
p 2 p ryechonforms sM1oll be kep,on site and available for irapemiw et ell times.It is recommrndeda NOT STEEPER
POND•.VEN , growth and stabilization of the mot bed.The sod should be limed and fertilized as per soil type recommendations and type off grass recommendations when \ 6 Iq? PART copy be kept;n a p<rmrts box.REF a5.113A-54.1 mmngn G.S.113A-5'1 Sectioaa 15A NCAC O4A.01a1,mongn 15A
p/� DRIVE ^� and if possible. - - 51 PG 2g`3 251 NCAC 04B05o4 General Permit NCG 010000 NPDES for Corewcdon Activities. THAN 2:1, 14
Q 11.Self-inspections for erosion and sedimentation control measures are m be performed at Imst once every seven calendar days and DAYS ARE
j Grassingd MulchingThe area to receiveand mulching should be properly fertilized and limed as necessaryinitial steppreparation. \•;, n h within 24 hours of every rain augur ofgreater man)it.Any needed repairs shall be made immediatelyro maintain measures as ALLOWED
d - grassing gdad totas an in soilprepaid 250 C designed.All ESCareasures shall be maintained w specifiedinMe consmaian derails on this plm.A rain gauge shall be installed
Lnfoq 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 tear should 50 Q at the pro1«td fimlrmonrm ce.
temporary gassings 1 \\ �^ ¢.Inspectionfter DEeoi. in he pera.WM1en the complete, oat,the pertDE0 still visit our me E&se FLATTER SLOPES GR50' NER
¢0 be used until the seasonpermits the use of a e one t grass. Srorance project is comp permittees a
growing pe p rid n gas 52 \ \ / TPO NT SECTION XpJ Wan..go DEMLP informs it an electronicNo the ceproject fterminMon(e•NOT).inspection general p mitfee THAN 5T IN
_ "deq.ne.govMCG01",o submit an electronic Notice of,erminadon(e-NOT).A SI20 armuel general pmnli Ice will 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 wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height.Removed \ • I I�P 248 ALL OTHER AREAS 14 DAYS NONE(EXCEPT
\,''
RAEFORD RD. o sediment shall be deposited within the project in such a waythat 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 ads to stoa 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 dogged 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 BA,P 48
propedystabilized. Cst�� �°Qap ,,,, / SODDING I
•VICINITY MAP \ 45 QUO 50 5`Poh 2�re\ \ 56 J
LAY 500,,INA SITED
43 �:',\ \
\ \ oQQO�\, 57\\ 2q4 210 SOUThsh/F�O� OOL TUCK
aN�wnTmNMINaFIFaEs
44 \ ► ,cpF 203 \ 6 di. R Fy
DATE: core Fence\Filter Fabric PAGE: pG`SO• S 58 tj. SUITING
auralI. $08nngr°anbab cobs Fanner P' 'core Back.trench
�s s� \ E? 202ATlc SOP WT.MUST.
212 siinicxEP eoaaaci,
�� 6Max.Extra strength fabric wit... ran S� )nor ugM1lyact \'1 /O�p // O Q. comeur
Steel Postet
ll DTeS. /tiG 201 0 t11111111r
40 240 �"
spa p •�
P . . .,.,...,.. .....
, ,. . .. ..,...,.. .....
100 019 GSM` 60 1lk
213tco
core ties e4 200 232 4
mommomm.THE sou i5
1 =°bm m IrencM1 a•�m sib Stag _ Mall ��
i \ 231 M ry 6'`"0m OUg�, - wmTHaar °ne mo. Aa,~EaoPla aanl aI_ EMowEH
Filter Fabric 1 -\ 2\ \ ORp\NrEi� ^,�V c. ��N� :0..,'.-.'.- :..-:...'.:..
Strength Strength or extm symneacNarabfinn CROSS SECTION VIEW \ '2]4 \ T� uSe •
NaAPPEARANCE OFAGOOD SOD
1. construct the 2.Ensure mat the mM1elgM1t of Me ment eeedimant rer of 'nredoes not ex a ethegrountl.IHlgM1erances 199 \ ,,, bO
re1bW \ - 230 u*�' S`Y
a.Construction:
volumes
ari ed�tro water sufficient length mne bard<rtn avoid joints.wn<np:na are p+r' n
r
4.suoDort:lenaaia v.�em miarfir.enc'ey wire m�nf omega amwrely to mamaDaloDe sled Wllte pneoete E°° Malmenance: I97 62 \ u,.Ianna�am. "sbouid reme wire mesh support to.0 bottom of the ronch.Fasten the wire reinforcement,then nn on in pp 198 #11111:::.
vs.wnen`amwlrenl�e>n�.w'rtrep'�'ai:ded'ati. amexim mnorepi<pe�edn opts>H»Houle bed�n229323
aPo securely into the ground a minimum of 24 inches. or b.orne inefferove. are it promptment fenoe ya°s'tear tla p ISO.:11111111114)111111\:
G \ i 338 ,-t/ q,,,,yy.6.Ext.strength filter...with 6 foot post spacing does.require a wire at.map.Mom ureN \ ' 1
10(
\ RUCTION a >mnw.x.
ifa.n Me r fabnc ai y w .w p p andule Hausa minimumm po amnsile a P2 ' LIMITS :2 9.m de ndaa�ea �tu tl fence.Take rats mannde. g fennetl g I2 63 LC;:.;:p g pup p21
22
81
P- C 6upabp efian the belrntixP.mx all andng mearla s antl unsbbe setliment tlepwla 'and
vague areamgra e'end smMl Nuts anermereono-mmmg ' �[P�/T m<I 4I d�alan me and m<�t Rama k a ..-.-...Balml'alltfew pen aiimme'Dnnedewetr lM1e lllterhbdc nE camDac[Thorou9M1 wmDallon ollM1e backAll is tla 9 red M1as be PmpeY bilaetl P ^\ N an ®'10.Do not eaach filter..to existing trees.m. 227
a11.11111\ 217 `b- G 341 340 • A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITYAS.\NC-Envirep mental.jpeg \o \ / Lot Plan Lot Pla^ REQUIRED BYNCGS113A-54.1"ISAVAILABLE FORUSE.ITCANBE
SILT FENCEI / : COMPLETED BY HAND OR COMPLETED AS AN EXCEL
1101AllAio
• 218 i \ 320 330 / SPREADSHEET.
_ _ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE
111,
94Wil APPRO EDEROSIONAND
N L \ CONSTRUCTION - - SEDIMENTATIONCONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.
\ � 219 \.0 0,Rrvi°:- • LIMITS51G*,R r RULE 15A NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL
/ / // `� 329 BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR
1100PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND
Tor.GrP /'M./ �\ \\ 22S Ne4 •�G4�Tt SIGNING ANSEDIMENTATION CONTROL
ON ON R PLAN EPORTOR TH AT LISTS LETING,DATING EACH MEASURE AND
DATE: PAGE: v i( \ G,510 A' I / PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND
� FENCE78 ry/ 220 \\ 224 313 I 250 :.._--,._y SEDIMENTATION CONTROL PLAN.'
T faLT • I \
• ' IIIIIIII IIIIIIII 9h •IGHCRO'T OF FAYETTE ILLE, %' co :'
D �48.PG.0 T 223 `:::
(REM•ININV PORTION
ppoFSLT
947s 78-. -6%s• \ \\ / Nam%
MDST BE AT
AeOvt=THEY -, 90 D SF-to . \ SVNe 3 os" li
1,1111
a C3S,
STEEL NCEPOSHED3T I I 080 222 AVZ.N 9 I N??�j
WIRE FENCE ;, 4 SMt. 300 �3Aq.
HARDWARE CLOTH FRONT VIEW10 BUR 190 0 �, °�"kN� • o `• ' n-..IIIIIr
. .. General Erosion Control Notes
FILTER FABRIC. \ _;.:;.' j 1.Only the areas shown shall be disturbed.
FILTER OF(157 STEEL WASHED STONE FENCE l AND HARDWARE CLOTH IN TRENCH I \/� € N.Ems" `�-\ I •:•' '' .• . p' =8'••• ?�'�}', 2. All dmulched as soon areas Shall be grassed n d
INTO I h R18. 7 'A DNA oR" \ •.0 S • ' ` m Iched ass over possible and maintained
\ i\ 1 301 1 JQ �' until pemanent c Is established.
'Sir SOLID GROUND
\278 ::'1.N Hardware cloth and gravel should overlay the silt fence at least 12 I ' ,eve \3a \ \\ 298 ., •'' �' •, '�-•• • � ,- :-:'.-:-..:... e -
inches. �'
o o6ourvD 2 Stone outlets should be placed on low elevation areas of silt fence '� \\ \ �5 -•\- •. Y •
ORY end based on Feld conditions. I 111
40r 277 1 •.'••'•
MAINTENANCE: 31
.1
BURY WIRE FENCE AND OF 1.Per NCG-01,inspect outlet at lest once aweek and after each linch or
^C' •"0 Ear �. •- ��- /
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. ��A. '�G'
2.Freshen stone when sediment accumulation exceeds 6 inches. y'm P/EO''' .4i.-.'
3.Keep mesh free of debris to provide adequate flow. 110011,11k
9- 03 •• • PYE500Yt to G.S.113A 3 provisions far permanent round
illik
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
..\NC-Ekkkineulul.j,k, SECTION VIEW 0 -- \
SILT FENCE CUTLET I R \d-6a \ \ M ( all disturbed areas within 14 working days or 90 calendar days
85VW
100
V A 295 `Earn: 304 . 308 I (whichever is shorter) following completion of construction.
\ \ 83 281 I
ZON . iii CONTROL 00,coRNE 305 \ 86
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD rh<F savingre bmoa `N / O� 294/ 307 I
Instead of tong a trench,placing fabric and then backhlling trench, Pontling M1eignt,'•• Top of FaMcl EX.IRON �Si „a/ N� \ o� 2 S ft I I
sediment fence mayn be Install using max.24" POST SPACING) Belt 1 "M1LL""" -�M/ ,
inserts me laMc into a cut sated in the ground with a disc(Figure 6.626)at poach fabric to.'..
on open urns a m 9• WESWARR APARTMENTS,LLC 83 \ -' i�p1% I
INSTALLATION SPECIFICATIONS upstream ..1'max.on pooling areas �8318,PG.0167(TRACT T-d '1. \/ � / /I I I I II
1.The base of both end posts should bea least one foot higher than the side of post r� 9anaa'.<me 9a767: so9 t ° 293
middle of me fence.check wpm a level dnaces.. FLDw ra•nm<>an<ngm°t ten' 0 \ 306
t POST DEPTH: A / E
2.Instill poets d feat apart In chats)areas and fi feet apart on amntlard I
•
applications. compacted so compacteds all lin 292
3.Install posts 2 feet deep an me downstream side of the silt fence,and rri . W-ITI= \ \ // lailtri
// I
111�I III-III: ATTACHMENT DETAILS: \ / /
as possiNe,othe fabric,enabling Posy to support Mefabrlc from II Ill 111E / • \ / I I IS
upstream water pressure. - (]-III Garnerr at Duets.Ii needed. \
as
P P Ill)h Dl nT I Utilizem tla per all within top e' �- .(y.. ,f,M1 /e
a)haul)pastawisemenipDleafanln9awaytramMesiltfabd<. +�L-� -L_, •Prmbdc° a Sp,,,,.. 291 / • PAGE 1 of 2
al minidlagmum oWnapart 1 \ /
5.Anson the ramlem each post with tore.ce>aan>Paoed wnnm the mph TlIilTIi�IIIL llllil 3<II IIJ nrlas�eeb�Nam %F\ „
inchesthe fabric.Attach each tie tlagonay Stlegrees through doe heft rats .Hang each tie Pne post nPPle endan f\ byyDT
with ach puncture atleaa,linch vertically apart Also,each tie should be
Iw,< tighten securely. �� le86 W,r\ q�{posnlonndronan9 onapost nipge when bgrnmetl to prevent sa99in9. Drove over eachs0e otsi .use cabebes lSo bs7 err ma wire. ---� �WFSSP KAPARTMENTS \ I 2�- / '/ IIl1TOTAL DISTURBED ACREAGE: 0.67 ACRES
fence 6.WrapapPonmaely6inchesoffabricaroundtheendposeandsecure exenng60psi:or rith al sitfew. Past PB13 G /g: Vn �' 1 I / / / / / 8 LOT EROSION CONTROL PLAN
aPemb9 device °f Itstl _� 288n 1289 / // = // ' LOTS 339 341
4 arches of 36 ban rabHo is avowed above ground ompactlon HIGH OFT OF FAYETTEVILLE 2919 I 269 I� I `
Walomarethan2 IL abP I se HIGHCROFT
e The' should be checked and corrected for any deviations before •
�� Silt Fen \ • BREE WOOD.C.28303P.,SUITE ON I I z I / / -
9 0 •F ETTE LE,N.C.28303 PHONE
°r'1= / / s1 desaesa *00,, �ja / I l9. P y m nets for effectve resn ts Compact the soi ini i1 1 �1 IT hit-_',I \ --- _ - -� \ I g / / /a ly ma ni.<.r.t<wmmarantwnaal°rmatm<br rt�liu�� ♦ \ 6"1" - i . / BROAD,EL L NgCLAAvPHASE 4,PART 3
skid steer,or roller 60 pounds per square ncM1.Compaa the up am sde first and theeach sEe Wee for a rota of 4tips. Horlmn,a case pant Sant„Natle Completed I < 0 P 1$�I r f7seremrO 13'5:001 tor Wbm) Insm aeon / \ Iv• �v ' ` / / r 01\Ybraaryplow is no,acceptablebecause Of nodz..COmpanbnper C FFAT EpT INTNANCE �� / _/ i K ,,I . i "'°< 2 / �. PrP�A /3D DAVIS HOMES OF NC,LLC
Iouire�ammmumwa>tely. onoaaweak mdanar eaPhmmrail.Mak.any I I 'ls'f I 71 ST TOWNSHIP CUMBERLAND COUNTY,N.C.
SgmredhefabriImfaseim _ / 1 II 263snomd mefabrle ora>edlmen,fenPe POIIm>e.,ear,aePomPo>e or bePome \\ 265 I > 264 „ l SCALE:1"=100' JULY 2024
Ineffective,replace It promptly. u I I w a Dp
Remove sediment deposits necessary to provide Mem.storage volume - / \ „630:4 Ei . I I IW.
D GRAPHIC SCALE IN FEET
unaeam�'ngthe ienceduriicga anode on
�/ \ // � .�y�gF A I 4� . ENGINEERS -too -so o ,00 zoo 300
/ /// \ 8✓45 A'�4 r' - PLANNERS
Remove all fencing
ecwss�hileonen�mego olcoeeae ear 9e area and
ding the
\� L</ \ P'' ' lir % LLI SURVEYORS
properly stabilized. /' �� w .. 4 r waw' MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.
MOORMAN,KIZER&REITZEL,INC. PHONE[phone] FAX[phone] LICENSE Or F-0106
LAST SAVED:7/25/2024 6:44 AM MST PLOTTED:7/25/2024 7:17 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\DAVIS HOMES OF NC LLC\24-2956-01 HIGHCROFT-EC\PLANS\EC-HIGHCROR4-3-LOT5339-341.DWG