NCC231151_Site Plan or Location Map_20230420

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CONSTRUCTION SCHEDULE \ 208 / is
pP I. Obtain alln CONSTRUCTION
permits and plan approvals.Erosion and„ime.,Co„,
A'� O (E&SC)permit and a c'6eata aP Coverage(CAC)moat be obmived before any laud Nenubing acfivifies \ \ \ \ \
rc$ occur.Ampy oP the P..&BC permit,the COC soda M1md copy of Ne plan meet be kept ov site,prafmably iva , \ \
t2� permits box,and accessible during inspection. \ \
hOJ OJ 2. Install grovel construction entrances first,tom silt Ponces,reinforced silt fence outlets and wastes.
t0 O 3. Finish clearing and grubbing any necessary areas on the lots as they are started. \ +
4. Begin lot grading and excavation activities
A' 5. Begin or continue with house construction activities. 2— 1 202 \\
15 6 Finish all rough grading and house construction.
T. install driveways,walks d P 208 1
D 8. Begs f grading fl t \ / \ \ \ \
Ryo 4p 9 Final grassing, d stabilizing f lot In most case b ill' I he installation of sod on the lot \I / h't38,`O p0 �� The'I f ill place -I he lot is sodded or grassingstabilizedand takes hold. 198
S� 'y0 P 10. The contactor shall conduct self-inspections of the erosion and sedimentation control measures and complete \\ \ \ \
S c$`0 n G 2`' oo the following combined self-inspection form found on the DEMLR website
S'0y GR0 �i OY'To haps://files.ncgovercdeq/Ener¢v%20Mmeral%20avd%20Land%20Resoumes/StonnweterMPDES%20 )(tit.
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SR i>04 ROAD SP P, General%20Permits/DEMLR-CSW-MoniWring-Fomis-Rev-August-g-2019.pdf Twelve months of complete
Z forms t:: s k [e end available for ins II times.rt is recommerdN a co be 261 N
mspe<t on ep[msi pection eta py
kept in'a permits bpx.(GS 113A-54.1(e),15A NCAC 04B.0131,NCG01 Pert Bi Sections A and A) GA`3
BgRtO T 11. Self-inspections for m ov and sedimevmaon vtrol measur ere to be performed a[least one every seven 1 1\
I
W,040 OA,q- ralmder days avd wRM1iv 24 hours ofevery mlvevent ofgreater than1inch.Any ne^dad repairs shall be / ` \ ) / \ \ \
O mad d; ly aintein meesuresazde geed All ESC h IIb d p ified rn 2,0 / / �D.
Nthe details on this plan Arar g g sb Ilb'vlalled h proj f ng \.G'12 Insp • d fi I ceptmce lasers Wh h p j c pl• h p h II DEMLA ro V \ \ \ \ 24
la ?�po clo M1 E&SC PIen After DEMLR'f b y a f h project I p 'on report 198 1I /Oj y S'y7
cs' t�ep • hall it`daq vc.govMCG01 6 I • N oP ermtvanov(a N0'I')ASI00 I I
Mo d' v Igmarel pumit Rewdl becharged writ Nee NOT M1as been Hllad out / �\ \ �00_
�3
°'" GROUND STABILIZATION / ) '^
SITE AREA STABILIZATION 4 •>,-�� , ,
// 202 __-- -_-- --VICINITY MAP EXCEPTIONS 2 —
DESCRIPTION TIME FRAME - y... D ) /\ \ - /N.
N.T.S. PERIMETER DIKES, 7 DAYS NONE I %G' �� of 21 ----
SWALES, DITCHES 210 /� \ '�j$f �\ \ \
&SLOPES '� / // 212 / 44, e10�T 2
HIGH QUALITY 7 DAYS NONE 97f-y / �' \ 202
WATER ZONES \ / /
(HOW) I /y/ �� �.
STEEPER 7 DAYS IF SLOPES ARE \ •`y er n7pn /• 21 29 /�W •. 208 \ 210\ \ 2pe I 19allit
\
A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10'OR LESS IN /I {,,, \ \ --
..--
SLOPES \ 204
.CGS 113A-54.1-IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE / / 1�`l tie. �� 17 il
.
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER " 0 /. 3O
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 —
EROSION AND DAYS ARE \ V. 208 \ /
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE i5A ALLOWED l N.
2py I 212 31 /'
NCAC 046.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY 204 / \ , �/
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / 1 '1l 206 18
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER / I \$ 1 I ` 32 ' / I\ Oqa
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50 IN ) / / 7:6 Aqg.
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH / / j w I 12 3/ ,' / / FSI,q. 202 __--
CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE E%CEPT ` 4.) 20. / 2�WITH SLOPES FOR PERIMETERSIC'-rCA4 , '
FLATTER THAN 4:1 AND HOW ZONES) / ' / 21\ \ / O /
/ / ,2 _\\ / / ) '' �{ / CONSTRUCTION
I I/ t� 1 / -1 LIMITS
/f I ) ) / ' >� / /CONSTRUCTI•N Lot in
DATE. sin.Sock/
v ranee Wattle I -_n 3-I. -SIt SPck/ea ro tattle NOTE 9 90 PAGE: / I j \ ,1 1 IP
/ / / 35 //,/ //' LIMIT
RL.w� .I __ �n z t='r= = smayer materials prowdIng Mb�ubs.uiea°protection / / / '2 I I II 2 / 5 I14 \
I n.J•L, 9. uniformly with comport 4/11
/ 1 \
IT ��� - ,r M'n.' F 'sun 0
to.o desired BWill' 0
Stakesstakes t 1 installed paralleallil. ( /' �' 13
fat
SECTION should e 40 36 202
SECTION flat areas should be▪ ope.Silt°iacated at fileedsadab•Iew ' 2Q •
Z
(O • ttielml n aM the \\\\\\
ilt \ /08 // / /
A.M=.. <. a.Mn+. I v \\I 37 ry 18 / O
II� I ,uet,tul�land disturbance.The hardwood stakes with a 2
\ \\ 1 / 12 d° f
•
W Trm W a. sock/wattle.Stakes should he placed at a •
•
of 8 feet de.silt MwrnaArnurn interval de q Inch / •
1 I II
\ \vertically plumb,through the center of the silt
�Qr. \ 1 3`8 ,/ 206 .tip 208 I.•
or coon s q vd a Min interval 202 •'1 I I \ � I \ •
•
/ \ �lr
ISOMETRICeNi/wi Mulch or°v ,.,......�o.,..o,..�...�..o.,,s...,�......,.w,,. a mampla<.asockewaftles are used on p,ns'm�rnw.ms.. In the event s.king la not possaa 0,when
I 3 \ / •
/ 014d8 ,,/ CA2 ���
INSTALLATIONHED 1 NT� .EbasIkl�:aa�r 41 �{C
OCK INIMAL FLOW RATES accumulated sediment a.any debris as /
for.mrencheMulch or as Area To BePateg°°61onetd COMPOST mls(Ilk:,Alt,(a�"ml T m'°r 2. attie must bereplacedif eon a I I I \\d bellow for adequate flow. ' 7r- „„
116he•nwmy rSINsoak/"�9G'"c sD°e°a`m) ia`m1 «P ,`eon 1j '- �'"reola ",aha° 21 ' I 15 \ ,/Watle ,gym, (�em) (ram, l , 1B
sea.: m;r Im�a 22-5 s d wstall if rbanoe is o,l upeaa°o��e a
a,ea Cass �'• 7I < <3meeromh°ebeenpem�°nenuyemNr.a. / / / ' 2D2 \
V oe/ I NC-En°ire°m rrLjpey ILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 2 '
22 /� / '/ 9 / ••`�
DATE: PAGE: / / / / \ i(Lir
8 / Gs� /e N eg /I \ \ 208 ��a� 1
PC 'r71
4 = ' 1' 14 202 \,
INN. '' 1 " % 1 2j / / \
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- L [.1 Lilit.1 ,.,-.1iii4 1_4_1 zu i ki ,,,ii
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..,,„ _. TO 1-0, 1 T OF ilet--t-kok we'''.
LEGEND Niles: I I \ ' / 196 -
1 If needed Tree Protection fencing should be installed along the buffer rune wetland / I I I \
Flow DIRECTION boundary and/or around protected trees providing a radius of at least125 feet for each
inch of trunk diameter.
SILT FENCE 2 Install Silt F the l t des of each lot.Install Silt F outlets shown on
DIVERSION DITCH -TD-TD— schematic/diagramdfieldadjusted,T ecessary,for placement at low points.If lots are
WADDLE/SILT LT socks r contiguousand have differentI d owners or builders,each)tshouldh individual Silt 200
FENCE OUTLET ® Fence. ..-
SILT
.,)3.Install required SiltF within 10 f f property line to en thereconflict with l / I \� / 202 / / /CONSTRUCT..ENTRANCE sepf y th p ibiliy ftheb ild h II - f ediment / / 198contr tl t p C th pt y i tl p ().
4.At Wst t C t P Et to'fo b 1II tlp It r
/
5 Waste binsd otherdedicated d fmanaging b Ming t I hall be at \ 202 \ / / /leastine et ytr t tl - [ tl - g tlf h k b hOwn[hat / ' / /
no other alternative exists.If this separation cannot be achieved,these areas must be / 2� /
contained behind Silt Fence. / _ -02
6.Inlets downstream of disturbances should be protected;streets should be swept when
sediment from the construction activity i,present. / �_ 2D2 // /
ANC-Environmenlel.jpeq T.Details for Sitt Fence,Silt Fence Outlets,Construction Entrances and erot measures are / / L00
provided on additional sheets.Erosion and sediment control drools are not drawn to
scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES - / — /
DATE: PAGE:
PAGE 1 of 2
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: ACRES
' PLA LOT EROSION CONTROL PLAN
a .. LOT 15
0
General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least onceperweek minimum.The builder will insure that the construction activities on anyarticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates measures will be
�.
p p g p y SPELL ESTATES
• relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and ravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper round stabilizing cover.
QJ,O\� /:�,� :�,,�� aAn.w r P P 9 99 9. 9 9 P P 9 9
........,.R.?,4%�, °�"",.., 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
dr •"R�S Z5l� �R .7 �-,� objectionable materials spilled,washed,or tracked onto public roadways. FOR
1 .siys` � • • • ,�, Silt Fence-Sediment fences 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
' °' that the removed sediment does not wash back against the fence.Adequate tshould be provided for behind the fence at tall times.Take care to not undermine the fence duringcleanout operations.
B E N J A M I N STOUT REAL ESTATE
� �������� ''�! gains qua e storage volume provi
Q� CS"=S:e:-•-y'� • �e,S"S`,, 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 SERVICES, INC.
/ - '�` o. and stabilization of the root bed.The sod should be limed and fertilized as I recommendations and f recommendations when and if possible. PARKTON TOWNSHIP ROBESON COUNTY
=,yj2� • ��;pd� per soil type recommen type o grass recommen
-- �S''S" Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial stepin soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinatingSCALE: 1 e=100' MARCH 2023
' p p properly.Any bare areas should be
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. GRAPHIC SCALE
I.Clear.°entrance and exit area of al veneaeon,roots,and other onable and after each,roan or greater minted,
Wattles-Wattles shall be inspected after si nficant rainfall events.Rills or gullies u slo a of the wattle and an 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 _
material and properly grade it. make any required repairs immediately. P 9 9 P P Y 9 P P P P ty 9loo
2.Place Me gel m the specific grade and dimensions shown on the plans,arid 2.Maintain the gravel pad in a condition to prevent mud or sediment from leaving the sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.smooth it construction site This may require periodic dressing with 2 inch stone. -
&Provide drainage to carry water to a sediment trap I Immediately remove all w0s
a.Use m rtto improve robe_ tataay ofthe.unda.n-n ovations roaa ays ° "a aokoao,o pans 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
eaelea ''p s p fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET )
ANC-Envirc'omental.geed 1 inch = 100 ft.
CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:3/16/2023 1:13 PM LAST PLOTTED:3/16/2023 2:11 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-07 SPELL ESTATES-EC\PLANS\SPELL ESTATES-LOTIS.DWG