HomeMy WebLinkAboutNCC242398_Site Plan or Location Map_20240806 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION 21 CONSTRUCTION SCHEDULE
SCOTTS Mltl 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 Conttol(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...Mg activities occur.A copy of the PASC pemnit the COC and a hard copy of the
mEYBURN relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel construction enforces will plan must be kept on site,preferably in a permits box,and accemible during inspection.
be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. T.1raWlgavel corawction entrances first then silt fences,reinforced silt fence SITE AREA STABILIZATION EXCEPTIONS
x / inaolsaaring.d. DESCRIPTION TIME FRAME
Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site. This may require 3.Finish dewing and grabbing any necessary mess on my Iota as they are started. PERIMETER DIKES, 7 DAYS NONE
periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove in 4.Begin lot grading and excavation activities
% EE1 all objectionable materials spilled,washed,or tracked onto public roadways. S.Be®6
oIIominnewingousecomsweol000tvities. SWALE S,DIES
EE s1W Q 1 6.Froundelmughglled. and house comlmctron.All areas m[disnubed£orTdeys needs to have mmpomry orpermenem &SLOPES
HLA at- ! Ieuundcoo onus I HIGH QUALITY 7 DAYS NONE
O OA S..[+TTLx Sill Fence-Sediment fences shouts be inspected at least once a week and after each airfoil event.Any repairs should be made immediately. Damagetl or I ].'tall driveways,walks andpanox.
} 4,P p SI l l:. tlsure that the removed setliment tloes not wash back against the fence.Adequate storage volume should be pro tletl or behind the fence al all times. I 3Q 29 9.Final gas ing,mu!ic gandatabi clitgrofloL lnmoastbci sthis will involve the installation of sod on the lot.The silt fence will (HQW)
Y OPT Take Care lO not undennioethe fence during eeanoul operations. 32 amain in place until the lot is studded or gassing is stabilized and takes Hold.
CA P 4qi 10.The contractor shall conduct self-inspections of the erosion and sedimentation control messnres and complete the following SLOPES STEEPER 7 DAYS IF SLOPES ARE
P o rombined self-inspection form rand on me DEMLR website THAN 3:1 10'OR LESS IN
Sodding-The sad shoultl be properly maintained to insure that the gass take holds in the areas being secured.The sod shoultl be watered as necessary to PNq NIOHC mps:lAvxov.deq.nc gov/abwVdivisions/energy-mineral-and-land-reswrcetasmmrwalerlslormwarer-progmMnpdee-constmaion-program.
maintain adequate moisture in the root zone and t dormancy f the sod.The sod should not be mowed to close,since this could inhibit adequate SE ROF LENGTH AND ARE
q proven y0 qua p 2 T Twelve mouths of complete inspection forms shall be kept on site and available for irlapemiov et all times.It is recommendeda NOT STEEPER
o/W POND VEN 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 \ 6 Iq2 l'gRT copy be kept in a permits box.REF G.S.113A-54.1 through G.S.113A-5'1 Sections 15A NCAC O4A.Ola1 through 15A
DRIVE and if possible. - - 51 aG2g3 251 NCAC 04E.0504 General Permit NCG 010000 NPDES for Corewcdon Activities. THAN 2:1, 14
Q IL Self-inspections for erosion and sedimentation control measures are to be performed at Inst once every seven calendar days and DAYS ARE
j Grassingand MulchingThe area to receiveand mulchingshould be properly fertilized and limed as necessaryinitial steppreparation. ���S nh within 24 Wows of every min event of greater mart den.Any needed repairs small be made immedel tyro maintain measures as ALLOWED
- grassing prepayas an iniin soilprepaid 250 C designed.All ESC measures shall be maintained as specified in the construction derails on this plan.A rain gauge shall be installed
cn 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 gals,then a teen should 50 Q at the pro1«n site for monitoring.e
temporary gassings 1 '.\ �^ ¢.Its ed fter Dfi LRin edera.when me complete, shall correct..DEMLR toshall close out me E&se FLATTER SLOPES GREATER
¢O be used until the a permits the use of a e one t grass. GJ p acceptance project is comp permittees a
growing season pe p rtn n gas 52 / TPO NT SECTION XpJ deg.Afltt DEMLR informs once oftermiclose out,via insparionrepon,me general p mitfeew THAN 50'IN
_ "deq.ne.govMCG01"losubmit an cicettonic Notice oflerminadon(e-NOT).A$I20 annual general permit Ice will be charged LENGTH
l�,����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.
�W that impair the filtration capability of the cosmic shall be removes when the sediment reaches one-third of the wattles functional freeboard height.Removed \ • I IMP 248 ALL OTHER AREAS 14 DAYS NONE(EXCEPT
\"'•
RAEFORD RD. d sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 208 0 249 WITH SLOPES FOR PERIMETERS
Gc Reinforced Silt Fence Outlet-Remove sediment de is as necessa to de ado to stoa a volume for the next rain to reduce the / FLATTER THAN 4:1 AND HQW ZONES)
A posi ry provi qua g pressure on�5aC fenceloutiet.Take care to avoid undermining the fence during cleanoul.Remove and replace stone as necessary as a becomes dogged with sediment. V O°No WESTP• T,S T<N SIX 247pRemove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been r.PB 84,P 48
properly stabtlaea. •
°st�sd °Q ap ,,,, / SODDINGVICINITY MAP \ 45 QUO 50 5`Poh 2�ra\ \ 56 J
43 �:'.\ \
EMI LAY 500,,IN A STATED
\ \ oQQO�\, 57\\ 2q4 210 SOUThsh/F�O� aM�wnTmMMINDFIFmEa
44 cpFF > 203 \ q 4i. R M
DATE, %re Fence\"-Filter Fabric PAGE, ,OO`SO• Cj 58 tj. COL TUCK
lila G
ssyal $0thfaanntabric mth wim fen. Wire Fence PI iwre Societal trench �Os� \ E? 202ATIC 500 GUTTER WV BE
212iccoancm AreNEp eoaaamLY.
�2TTjjj i
��` sMax.Extra so-engt nccorn ran 4K�'Ll�/v///� Ldrugnlyact \1 ze / O Q
Steel Postet
ll tiO 201 0 11#
40 240 ^"
1 --paw-
Pmre`t e 100 9 �aM` 60 1 213 tco
•
•
a-24• Y m
I 232 Q
. .:.•
Ia ror»h.nrM1 11 200 g;G, StaCkfj .DEPTH ,daU W�'
1 Filter Fabric 21 \ 231 \ PtN�E'M� ,�1V` a P34 OIIS�D�N wttHTHaaoILACHIEVE FIRM rA�p. AamEaopl> mWEEKS�mnl<aI.THE MOWER
StrengthStrength Or eXtra synthetic milergroun n cross SECTION VIEW � 214 \ T� 'Usstruction: e ONSTRUCTIO• - NA APPEARANCE OFA GOOD TL SOD
codrnent to Wailer
eadimant terra does not ex above the grountl.IHlgherknces
uric �' 199 \ \ a LIMITS LM PIS
a.nco�o-and nevi eri�o-o e',o�rl�e��pll°��rfm me�61e mu`rw nardartn arole'nlm>.wnan-dna are 230 '0vp�' � tea" 336
nreyto> =ngp 97 \ T Lot Plan „
su=ravtantlad atiengm grit retic'by mat=M1faet�enetlsecn to Nemup>Iope>IMWIIttDo>r a reabtsnenn: I 62 \ "F„ umirtitr
Ice wire mesh support to Me bottom of the.nch.Fasten the wire reinforcement,then fabdc on the 1 337 '.;j'=
strength. up
p 198 \ 229 /40 Lot 13UCTION omxo
. e 1.Inspect sediment fences at least once a we.and after each 1
wnen`amwlrenl�>n��w'rtrep're'>i:plastic
.maxim mnofepieDeapartd aped>rt»nonle be 323 n galena r".
Supports an nyvmmpaya°s collapse,
p , 1ST.�ORMW TER \ i "B"®"H" 4338
,-j � q-���a. _ TRAc
may \ \ \ :'' ?a >mn.arn.
N
fasten Me r fabnc directly posts.w p p andule Hausa minimums poundmnsile a PB.131,P .135< ' i V41 332
retoay.''nde� g rend g I 2.28A. 63
its y ncnes wide and eirches p e proposed grad posts CONSTRUCTION
21 �a 228 �
- •"ACEICOMON AR k 6
upabp efian the bantixP.mx all fencing materials antl unstable sedmenrl tlepwlb �
argil qi rear satin sip°B8 see elm me sad' lna ent Remove
me areemgraee'end stabilize it after contributing i � W ' LIMITS
sdl Dlacedeovetr IM1e 0lmrbric a E compact thorough compaction Of backAll is �Cp aa�ltltomala�:�;orfPrman. draandinage g area properly boned. I I 1 �'N�� \ 331
10.Do am aaecn fit@rfebricbexisting trees.
nPa , 217 227 o Pan ..
ANC-Emvirg memlml. 1* 196 so t N
1111 340 A'SELF-INSPECPON REPORT FOR LAND DISTURBING ACPVITY AS
\ 1Pe9 \P \ / REQUIRED BY NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE
SILT FENCE I i \ / 32O COMPLE ED BY HAND OR COMPLE ED AS AN EXCEL
218 330 SPREADSHEET.
AN SPREADSHEET.
ET. IS TO MAKE NOTATIONS ONA
THE COPY OF THE
N /• - 94 "o i /r \ a `'1 EROSION AND
Are SEDIMENTAPPROVEDATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.
\�� C' 219 \' ioR '�/ ftey�oprr RULE 15A NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL
I / // `� 329 BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR
1100PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND
`n OGrP /'M./ �\ \\ Z2S N� •�G4�T0 SIGNING ANSEDIMENTATION CONTROL
ON ON R PLAN EPORTOR TH AT LISTS LETING,DATING EACH MEASURE AND
DATE: PAGE: �� r i( \ 0 / I --'-'-'-/
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND
4MIN. � FENCE 78 ,jc ry/ 220 \\ 224 313 I 250 --,.; SEDIMENTATION CONTROL PLAN."
V faLT -• I \
s ' IIIIIIII IIIIIIII 9h •IGHCRO'T OF FAYETTE ILLE, % co,,,,
o :'
D �48.PG.o% 223 • `:::
(REM•ININV PORTION
opoFaLT
947s 78-. -6%s• \ \\ / Nam%
MDBT BE AT
Aeavt=THEY -, 90 D SF-10 . \ S�Ne 3 os" a a C3S,
STEEL NCEPOBHEDBT I I 80 222 lbave�9 I t : ;
;, 0 \
'NI' - SMt. 300 I 3 i
HARDWARE CLOTH FRONT VIEW �BDR10 PkN !• OysTRUQTo ...:.'''` General Erosion Control Notes
190 �a °�
FILTER FABRIC. \ `'>V - _;: ' 1.Only the areas shown shall be disturbed.
WIRE FENCE WASHED STONE CLOTH IN TRENCH \/\ �� s 299 :':: ,
FENCE
I "t'6 € N ESM �.\ I -'. •�• p'vas• .•'••' } 2. All disturbed areas cover
be grassed and
rvX'POLmaR18. 70 9 NR ORN 0 $.' 9 mulched a soon s possible and maintained
\ �\ 1 301 9 'TOE until peen Sent c established.
NOTES: NTOSOLIDGR. AND HARDWARE \ \278, -.\ 298 1 �i
FILTER OF
1.Hardware cloth and gravel should overlay the silt fence et least 12 I ' �A1e �3a \ '.�`�''• q •• "•�•' '.::'.-:.- e
pST� oROUND inches. �� \ -' �' :'3::'.'..
\ 2.Stone outlets should be placed on low elevation areas of silt fence ' \ 1.280
\ •• .. .Y.
ORY end based on Feld conditions. I 40r 277 1 "• •`:`
BURT WIRE FENCE MO
MAINTENANCE: / .• . .
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. '�Gr
2.Freshen stone when sediment accumulation exceeds 6 inches. y'm P/EO'Mi' '..i'.'
3.Keep mesh free of debris to provide adequate flow. 9- 03 '•�'-;- . Persuant to G.S.113A 3 revisions far armament round
4.Remove setliment when half of stone outlet is covered. ZONING LINE 71 J 296 309 • E'-•'••• )• P P 9
5.Replace shoe as needed to facilitate de-watering. "4 ( cover sufficient to restain erosion must be accomplished for
..\NC-Enviryrie,kxjpey SECTION VIEW 0 -- \
SILT FENCE CUTLET IVW
\d-6a \ \ M ( all disturbed areas within 14 working days or 90 calendar days
85 100
V A 295 `tarn: 304 . 308 I (whichever is shorter) following completion of construction.
\ \ 83 for 281 I
ZON . iii CONTROL 00,coRNE 305 \ 86
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD Tn<F LDrmng.6 bmoa `N / O 294/ 307 I
Instead sir iong a Iran.,pplacing Marc and then backhlling trench, Pontling M1eight,'� Top of Fabrics \ EX.IRON �Si „a/ fn� \ o\ 2 1 40I I
sediment lance mayn be Install using max.24" POST SPACING: Belt
1 1 "M1LL""" • -�M/ ,
inserts the rabric ido a cut diced in the ground with a disc(Figufre r.62b)at Attach febrictY�smax.on open tans ° m 9• WESTPARK APARTMENTS,LLC 83 \ -' iN,i' \
INSTALLATION SPECIFICATIONS upstream �1'max.on poling areas + �8318,PG.0167(TRACT T-d '1. \/ � / I I I II
1.The base of both and poets should ben lead one foot higher than me side ofpost r� ,agnna a'.m me 9767: soo9 t ° 293
middle of the fence.check wpm a level dnnsaarr. Flow d•nm<>sn<ngm°t ten' 0 �,,\ 306 )
t POST DEPTH: a\ / E
2.Install poets d feat apart In cn0cal areas and fi feet apart on atsntlartld I
•
applications. compacted so compacted s �t�
all •••• 292
3.Install posts 2 feat deep an me downstream side of me silt fence,antl mpi .m W-ITI= \ \ // // I
111�I III-III: ATTACHMENT DETAILS: \ / //
as possible to the Mimic,enabling Pods to support the fabric from II Ill d III- / \ / I • I
upstream water pressure. - C)-III Gamerr at pots,a needed. \ ^ry
as
P P Ills tit i9nTIIII Wilizem tie r post all wlthin top 8• �- .�. M1' /e
4 insult pods with me nipples touring away from medlttobd<. +�L-� L, •ofmbrie° a ` V. 291 / I I PAGE 1 of 2
5.Anacn me radrktoeach post with thre.6naan>Pacad wnnm me mDa TlIilTIi�IIL llllil 3l>I IIJ nrlas�eabra Nam v\ „
inchesMe Mimic.Attach each tie tlagonay 6tlegrees mrougM1 one herd rats .Hang each tie one post nPPle entlam f\ byyDT "
with ach puncture awleaall inch vertically apart Also,each tie shnmace Iw,e Oes oe eeeuny. �� le86 W,r\ q�{Dosltlonea to hang on a post nippywhen lightened Mprevedsagging. Drove over each s0e orsi Wise cabe ties(50bs)or son wire. T--� �W�$ZP APARTMENTS I 2�- / 4 IIl1TOTAL DISTURBED ACREAGE: 0.71 ACRES
•
6.DW3apapPoximoey6inches of fabnc around the ens posts and secure exertng60 psi.or rith ear silence Past P61 , G /g: urf ten I / / / / / 8 LOT EROSION CONTROL PLAN
DPereti9 device of Iletl _ _� \ 288I' I 289 / // /= j // I LOTS 331, 333, 335 & 336
4 inches of 36 inch Mb.is allowed above ground compact. HIGH OFT OF FAYETTEVILLE 2919 I 269 I I `
Walmm�retnan2 IL Fabric I ts HIGHCROFT
s The installation should be checked and corrected Mr any deviations before ` Sift \ BREE WOOD AVE.,SUITE 400 I I I / / -
g o •F ETTE LE,N.C.28303 PHONE
comPaelien. °1 r11= / / s1 des sass 16 I So,. �/a / / I / /9. pa a y m odad for effedve rest is Compact the so 1p1€=1.11 1 01 I T1'I I \ �� �� / \ I I•
�,6.2n // / // //d' ly the silt fencefabrcwiththefrontwheelofMetractor 119 � .,r 6'1" \ I II . / BROAD,EL LgIN COMPANY PHASE 4,PART 3
skid steer,or roller 60 pounds per square n..Comp,. }/ Pup am sde first and theeach sEe wane for a tots of 4tips. Horlmnta chse Dont s'c(nq Na,a Completetl I < 0 P 1$�I r f7taretaro13'wimM1l IpT"Wbm) Insm aeon / \ I4• 4 v ' ` / / r OI\Vibratory plow la not acceptable because of horizontal compactionper C FFAT EpT INTNANCE �� / _/ i K ,,I . i "'°< 2 / �. PrP�A /3D DREAM FINDERS HOMES,LLC
Io yP'aa�ydmenuymn>aHea>tonnaweek antl anal eaPhremralL Mak.anr I IP'f I 71ST TOWNSHIP CUMBERLAND COUNTY,N.C.
I
regdretl repaim Immytllalely. _ / 1 I I 263snood me fabric ofa sediment fence collapse,lean decompose or become \\ 265 I > 264 „�� SCALE:1"=100' JULY 2024
Inefiective,replace It prompty. m I I w a�p
Remove sediment deposits necessary to provide adequate storage volume - // \ w „S SPA E . i I . v/ IW.
D GRAPHIC SCALE IN FEET
unaeam�ngthe renceeneicg a anode on Imam..Take care to avOid •�/ \......._ // /i is ,/.' .sF ALL I 4�w. Ir ENGINEERS -too -so o too zoo 300
// \ 8✓45 4C 4 r''- PLANNERS
Rymwga�ae fencing
250sb000 materials
vice:eedeta 9e see and
bees - I �i 05,4 \ Pa L87 .I SURVEYORS
properly Stabil... / �� sc . ,. u. r waw` MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.
MOORMAN,KIZER&REITZEL,INC. PHONE(910)484-5191 FAX(910)484-0388 LICENSE#:F-0106
LAST SAVED:7/2/2024 2:41 PM LAST PLOTTED:7/2/2024 2:42 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H Se H CONSTRUCTORS\I2-1367-09 HIGHCROFT-EROSION CONTROL\PLANS\EC-HIGHCROrT4-3-LOT5331.333.ssSwsn6.DWG