NCC240433_Site Plan or Location Map_20240215

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 Cootrol(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 mast be obtained before any land drsn.ing activities occur.A copy of the E&SC permit,the COC and a hard copy of the
TREYBURN 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 an site,preferably inapetmitx box,and accessible during inspection.
be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. 2.ItaWlgmvel cotawction enhances first,then sib fences,reinforced silt fence SITE AREA STABILIZATION EXCEPTIONS
x / nnen arts costae-. SITE
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 clearing mid grubbing any necessary areas on the lots 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 ae necessary. Immediately remove a.Begin lot grading and excavation activities
% EEl all objectionable materials spilled,washed,or tracked onto public roadways. S.BeMn or continueeA house construction activities. SWALES,DITCHES
EE 5'(R O 6.Finish allrouays,w mg and house commmdom. &SLDITC
''''SS'.
at- 7/ ].Install drivewan.walks and patios. HIGH QUALITY 7 DAYS NONE
O OA S..SITE Sill Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Any repairs should be made immediately. Damaged or I e.Begin fine grading of lot areas
,,,_S''
P? rJl l l:. surethat decomposed
fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposedhe of properly to 9.Finalnin plw,matching and stabilizing of lot In stabilized
this will involve the installation of sod on the lot The silt fence will WATER ZONES
1 • 'so '''-1"
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 2<f remain in place tit he lot is sodded or grassing is xtebili ed d takes hold. (HOW)
)
OPT Take care to not undermine the fence during eleanout operations. 10.The contractor shall conduct self-inspections of the erosion eruct sedoncnmfiom control measures and complete the following
vA P(qry 32 combined self-inspection form fund on the DEMLR website SLOPES STEEPER 7 DAYS IF SLOPES ARE
0 hcps:uwww.a<gmc.govlabauvdivisiondw<rgy-minerat-and,-land,-resomrce✓xtomtwat<dxmmrwat<t-pmgrar✓npaew<onxwamn-pragmm. THAN 3:1 10'OR LESS IN
Sodding-The sod should ofe properly maintained to insure that the dormancy
take holds in the areas being secured. eTde sod should be watered as necessary to pNq NIOHC Twelve months a pens.
G forms-Sall bhroughn site andavailableonsiISANinC04,0101 It rough mmendeda
maintain adequate moisture in the root zone and prevent domlancy of the sod.The sod should not be mowed to close,since this mold inhibit adequate SE ROFT LENGTH AND ARE
p 2 copy be kepiwepermits box.Ref G.S.IIIA-34.1 though G.S.113A-5]Sec[ioe ISA NCAC Den every seven
l6A NOT STEEPER
p/W PONDDRIVE EN 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 PART NCAC 04E.o50a Gemmel Permit NCO o1000o NPDES for Construction Activities.
and if possible. -___� 51 pG 2g3 251 I I.Self-inspections for erosion and sedimentation control measures are m be performed at least once every seven calendar days and THAN 2:1, 14
Q within 24 hours ofverymie event of greater than l inch.Any needed repairs shall be made immediately to maintain measures as DAYS ARE
j 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. '�� h designed.All ESC measures shall be maintained as specified in the construction details on this plan.A min gauge shall be installed ALLOWED
Lafoq Once the grassing has been placed,the area should be maintained as needed to insure that aII areas are germinating properly.Any bare areas should be \ '• 250 Q' at the pm1«tdu al acceptance
monitoring. 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 teen should 50 /�Q I2.Irupedmnand final azc epletters.When the project is complete,out,vruepectionreshallcnract DEMLRll close out Me E&SC
temporary gassings 1 ''' �.� V Plan.After DEMLR ito submit of close via general
per
¢� be used until the growing season permits me use of a permanent grass. � p.. � JGJ •a< permi0eeo proleetP p port,me hall visit FLATTER SLOPES GREATER
52 TPOINT SECTION "IXp 9mwgtuvMCG01"msubmitneltttronic Notice oftermination(e-NO ASI00 annual generalp permit fee llb charged THAN so'IN
�,��y� Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies u to a of the wattle and an undercutting to be repaired.Sediment tle deposits
`U e 84, P G until me o-NNOT has been filled out LENGTH
��� p gni gu ps p y un g isp i G��
e I that impair the filtration capability of the Warta shall be removed when the sediment reaches one-third of the Warta-functional freeboard height.Removed \ I �P 248 ALL OTHER AREAS 14 DAYS NONE(EXCEPT
_ 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 0 249 WITH SLOPES FOR PERIMETERS
G Gc Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to de adequate storage volume for the next rain to reduce the / FLATTER THAN 4:1 AND HOW ZONES)
A posi ry provide quapressure on
"ir aC fenceloutiet.Take care to avoid undermining the fence during cleanout.Remove and replace stone as necessary as it becomes clogged with sediment. V O�1' 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 r.PB 84,P 48
properly stabilized. �s'°4 �°Qa '' ,,,, / SODDING
•VICINITY MAP \ 45 QUO 50 `iliPoh 2�ra\ \ 56 J
43 \ \
\ \ oQQO�\, 57\\ 2q4 210 SOUThsh/C,06 nA
aMnwnTmMMlraFIerEx
44 I > 203 \ 04.111111117.,
aPriir Fy
...
DATE: core Fence\�FiNer Fabric PAGE: pG`SO• Cj 58 t ' Iii,.BUTTING
I.emal sire rob tie• wire Fence PI �wre ✓✓YY// Ba<kfill trench �0 s2 \ /�.E 202 moans. MATIc SOP CUTTER MUMS
; 212 .rpHEp epre,aerL..
Put e6 Max.Extra strengt fabric ran 9sLc'L---,�/\/%/� .. inor ugnryacf \'1 /O�p // O Q
3 Steel Post ` 'J//�/ itid ,n �,
11 201 240 240 ^
Plastic or
100 �aM,` 60 213
1 Y m
�y1 I • 200 232 S Q •
1 XX��kk'XX!,.v� yi' rot ,.nnM1 � �, tacky _ mill i IW
X`( 3I°" 231 E�Mj ti �Os�D 244 mTaeapll TACT LAID. �maopra MOW MIEN T.SOD IS
EsTasiispeo-is.
aa
'ZS NEEDED.
Faler Fabric 1 •v \ .OR9tN� �,C�V< hilt Lot Plan "" " """.'''
n synthetic Nferfebfinn cross SECTION wEw �\097
'2]4 \ 1� uSe "C" NaAPPEARANCE OF GOODSOD
2. ecbel9ld was Nailerlment sediment taints does not excceed Strength Or.I.r24 inches abovethe ground.(Higher fences 199 \3.nco��°�bnretl perm ri�'�m me mne"earn \ - 230 uc 245
=nth '�Turelo-fas I \ : t0 CONSTRUCT N • uniwxe4.eupportarytantlad en9mfitl6ferfifebric'bywiremmesM1est�enetlsaewrelYtNaupaloDeaideWllietpoetsE� Maintenance: 62
MIT$sip aboard reMe wire mesh support to.0 bottom of the.nch.Fasten the wire reinforcement,then m on^gym p pe 1.Inspect sediment Mires m least once a we.and after each 1 •198 ` vs• }' re5.con<n`athwlrenan .wmre�ce ierla6. amer✓m mmore6i<pe�hdn apMart>anw,le reds22932�aPa DPOOISSIIOULOBE
securely into the ground a minimum of 24 inches. or b.orre ineffective. are in promptment fenoe ya� t�r� p IST. \ i ,-ty� 'S¢q-,.,,,
//,4 ,?.0' :'al 1
6.Extra s.ngth filter...1h 6 foot poet spacing does.require a wire mesh support fence. mrey \ \ a xmm.nrxfa.n Me r fabnc ai y po .w p p atwule haves minimumm po afensile a PB ' 004T ;.,9'' `rem awe undenni 9 reamed g ill.11.111
\ L +..its y nmhe=wideandei�ee p 9 prtupo Ii�ht p aantl � 'a22 �
21
8�
7. P- • 6upabp efian the be of lrntixP.mx all fencing meferla s antl unstabae sedimenrl depwib 'etaI qi rcor seat zi a°8tice elm me sad ems�t bnn9 the ereem9rede'eN staMlize It aaerme contrinutin9 /8.
ce 12
.along
m and side of
.tich. and
B eackAlcritiCel ml'alltfew peh aifmme'pnnedeovetr the lllterhbric nE compact Thorau9M1 wmpallon ollhe backAll is tlm g tea M1as be Prope Y bilaetl ;/Nj' ^\ �(p ®�
10.Do not aOnot fine wo m existing trees.
227
217 `b- \ G 340 A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS
ANC-Env:Pa rnental.jpeg I , \o \ N REQUIRED BY NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE
SILT FENCE I ' / 32O COMPLETED BY HAND OR COMPLETED AS AN EXCEL
1101A0/0
218 330 SPREADSHEET.
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE
•
N 94 EROSION AND
\'13 a `.5 \10 SEDIMENTAPPROVEDATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.
\�� 219 \ iORR/ / Wey�of,rT . RULE 15A NCAC 04B.0131 STATES THAT"...DOCUMENTNON SHALL
1O329 2u BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR
PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND
frG / \ Z2S NO g yd• ,bE Plan SEDIMENTATION CONTROL PLAN OR BY COMPLETING,DAZING AND
N M./ ^\ \ `-k 6 :-' SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
DATE: PAGE: �� r i( \ G' 232 / I ` PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND
ee's. d FENCE 78 5c ry/ 220 \\ 224 .0123.,
I 250 ...:... SEDIMENTATION CONTROL PLAN.'
s m lr . \ CON`MITSTION
1aLT
Ill I I I Ill I II I I I I I I 9h •IGHCRO'T OF FAYETTE ILLS• %� ".'•'':. -'...'.':'.':':.
D �as.Pc.o. 223 ..:::.::.`::.
(REM•ININ�PORTION :-
OpoFaLT
9476 78-. .se:. \ \\ / Nam%
MDaT aE AT •alit
:xEw s"EOBTorvE 90 D SF-10 \ 9iY8 oft" .004,
STEELFENCE E II800 22211°° o��a�eo I11111110611t•l I�
4 -�SMt. 300 • • 33gr-.
HARDWARE CLOTH FRONT VIEW �FLR10 190 �a °�"N .o ' ' n' .. .- General Erosion Control Notes
% \ •
_;: ' j 1.Only the areas shown shall be disturbed.
FILTER OF tr.57 STEEL WASHED STONE FENCE l AND HARDWARE CLOTH IN TRENCH I \/� € ,,.Eck `�-\ I •:•' •' .• . 0. ' ''.• • • • • • •.?�'�}', 2. All mulched
aced areas shall be grassed n d
INTO SOLIDMIN18'D 70 'A �Nk off" \ ..0 S • 9 a m Iched ass as over possible and maintained
APART \ i\ 1 301 1 JQ �' until pemanent c Is established.
1.NOTES:
Hartlware cloth and gravel should ovedao the silt fence at least 12 / ' ,eve \ \23p \ \\ 298 .,�•'- ��' ', •�- - � ,- :-.'.--...- e
inches. ' :� ::.:
:r
0 o6ourvD 2 Stone outlets should be placed on low elevation areas of silt fence '� \\ \ �mi -•\• • `
ORY end based on held conditions. I 11111
40r 277 1 •.'••'•
MAINTENANCE: 31
BURY WIRE FENCE AND OF 1.Per NCG-0fall event outlet le lest once a week and aim eachrely. or
^C' •"0 Ear �. •-: ��- /
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'� P/EO'Mi' '..4i--.'
3.Keep mesh free of debris to provide adequate flow. 110011,111k
9- 03 •�-;• Persuant to G.S.113A 3 provisions far permanent round
4.Remove sediment when half of stone outlet is covered. ZONING LINE 71 280 J 296 309 • E'- - )• P P 9
5.Replace shoe as needed to facilitate de-watering. Allppll4 "4 ( cover sufficient to restain erosion must be accomplished for
..\NC-Ekkk n,,,k j,k, SECTION VIEW \ 0 -- \
SILT FENCE CUTLET ry \id-6ft \ \ ( all disturbed areas within 14 working days or 90 calendar days
851,V
100
V A 295 `tar',: 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 Tn<F LDrmngre.6 method `N / O 294/ 307 I
Instead al excavations atrencM1odpladn9 tabricantl then backhlling rencM1, Ponding M1ei9ht,'� Top of Fabrics \ EX.IRON �Si „a/ fnto \ o� /� S 40I \
e mart fence mayn be Install using max.24" SPACING: Sell
1 1 "M1LL""" -�M/ 4
inserts the fabric inn a cut diced in the ground with a designed
602b)at Attach fabricm�smax.on open runs ° m 9• YESWARR APARTMENTS,LLC 83 \ -' i�Ni I \
INSTALLATION SPECIFICATIONS upstream /.1'maxsn pooling areas �831 E,PG.01 a7(TRACT T-O '1. \/ � / I I I II
1. ari
The base of both end posts should healead one foot higher than the siaeofpo 9tunae.<me 9767: soo9 t ° 293
middle of the fence.Check wpm a level Enemaxary. FLDw rd•amea d,<n9th°t ten' 0 map\ 306
t POSZ DEPTH: A / E
2.Install posts d feat apart In ctdcal areas and fi fed apart on atantlardd I
•
applications. compacted so compacted s all ••••„ 292
3.Install posts 2 feat deep an the downstream side of the silt fence,and rri%.m W-ITI= \ \ // // I
111�I III-III: ATTACHMENT DETAILS: \ / //
as poaaidemmefabrio enabling coda to support me ram'iP from II Ill VI / • \ / I I I
upstream water pressure. - C)-III Gamer r at p�m,a needed. \
as
P P Ills tit On�IIII Milizem tle r post all sawn tap 8• �- `tS. ,�M1 /e
a lnxullpodswithmenipples(stingawayhartthedltrubric. +pL-� LI •Ormbric° x `diagonally,...wing \ V. 291 / • PAGE 1 of 2
5.gnaPn the radrlpf cad,poet corm tore.6eaaan spaced wnhm the mph TlIilTIi�IIL llllil 3rll IIJ nrlas�eabra Nam %F\ „
inchesthe Wade.Attach each tie tlagonay 6tlegrees through dwfbrc reta .Hang each tie one post hPPle ardorIIIIIIII6f\ byyDT
er arls puncture at lead inch vertically apart Also,each tie should be ww< tighten aeparey. �� 110 W,r\
posltloned to hang n a post nipple when lightened m prevent zagging. Orwe over each-tle oist .Use cable lies l50.)or son wire. T--� �wESSP KAPARTMENTS �Mt \ I 2�- / I I l 1 TOTAL DISTURBED ACREAGE: 0.39 ACRES
•
6.vtiOWrap apPoximMey 6 inches or fabric around the end posts and secure exerting 60 psi.or rith ar sntfenw Post P613 G� /A: �,m �' Its I / / / / / 8 LOT EROSION CONTROL PLAN
Operation device of Mt.lled _ _/ 2881n 1289 / // = // /
' LOTS 244 & 249
a inches of 36 tarn hbri<is avowed above ground ctumpadln HIGH OFT OF FAYETTEVILLE 2919 I 269 I I `
Waltummethn2 IL Fabric I ts HIGHCROFT
eta' hood be checked and corrected for any deviations before fir.` Sift Fen \ BREE WOOD.C.28303PHO0 I I I / / -
9 tu •F ETTE LE,N.C.28303 PHONE
m 11= / / (91 des-4B6a So,. �j a / I l9. p mmdantforefecteeresatsCompactthesoi rt .11 1 �� \\I T I' I \ �- _ -� r /tl' y the silt fencefab,PWmlhefrontwheelofinetradar Irrt 4114� r 6"1" I II . / BROAD,EL L NCLA,iY PHASE 4,PART 3
skid steer,or roller 60 pounds per square nch.stumped the hee amsde firstaed theea.sEe twice for a rota of 4tips. Horlmnta chse pant e'cinq Natle Complemd I < 0 P 1$�I r ff7�taretaro13'wimM1) Iprwmml Insm aeon / \ Iv�v ` / / F�rAluacy plow in not aenpGble because of horizontal compadbnEA?C FFAT EpT INTNANCE �� / _/ i'- ,,I . i "'°< 2 / �. PrP�A /3D DREAM FINDERS HOMES,LLC
Inuire eammnuereastely. onPeaweek and aver eaPhmmrail.Mak.any I I P'f I 71ST TOWNSHIP CUMBERLAND COUNTY,N.C.
regalred napalm Immedld,ee _ / 1 I I 263 /Shoulathefabricorasedimentfencecollapse.teantlecomposeorbecome \\ 265 I 26q �d SCALE:1"=100' JANUARY 2024
Inertecbve,replace It promOy. u I I w a DP
Remove sediment as necessary 0to 0srene adequate storage volume - // \ ., „7 )0 E w i I w �/ liff
D GRAPHIC SCALE IN FEET
�ae�m��9rmerce eaeirlga pressure
on
�/ • \ // /� .�y�gF A I "4�wv. Ir ENGINEERS -too -so 0 100 200 300
/ // \ 8✓45 A�4 " - r PLANNERS
Remove�'ae ecwsa�oni:e materials
unstable
eta 9e area and
ding the
I \� /</ \ a � LLI SURVEYORS
properly stabil... i. �� w r v w r waw1. MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.
MOORMAN,KIZER&REITZEL,INC. PHONE[phone] FAX[phone] LICENSE#:F-0106
LAST SAVED:1/22/2024 9:00 AM LAST PLOTTED:1/22/2024 9:26 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H&H CONSTRUCTORS\I2-1367-09 erSeoeOFT-EROSION CONTROL\PLANS\EC-HIGHCROF74-3-LOTS 244&...DWG