NCC241742_Site Plan or Location Map_20240607

CONSTRUCTION SCHEDULE / /-- \ I \ I
1.Obtain all necessary permits and plan approvals.Erasion and Sediment Control(E&SC)permit and a Certificate of Coverage(C.)
47 t be obtained before any land disturbing activities occur.Acopy of the E&SC permit,the COC and a hard copy of the plan must / \ /
g yb . e kept on site,preferably ins peon.box,and accssible during inspecpermit, \
2.Install gravel construe entrances
n ees first, firm Men silt s,minfotced silt fence /
a�LOW ROgO x � •A 3.Ruud.and
ndin les.
grubbing Mestarted. iB6 J
�, gar gry g any necessary areas on the lots as they
SV 4.Begin Ito.gredin%mrd excavation activities / \
z M 3 '� S.BegwmcwtinuewiM hand construction cons...
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SITE NM h• 6.Fmsh all rough&drag and house conetl tin. \ \ / \ /s
DANO PARNELL ' //,,FF 7.Install driveways,walls and patios.
R f
T ffFF/ .(t-� RuftITAN 8.Begin fore grading of.mew
105• SIREET 9.Final grossing,mulching and stabilizing of lot.In most cases Mds will involve the installation of sad on the lot.The silt fence will / ` /
in place until the lot is sodtl Nor gmxsing is stabilized and takes hold. I
10.Thee'ontracarsM1el codun self-i :M.ions harosionmd sedimentation control measures and complete Me following / ) �--1 I
�� combined self-inspecti nfomn fowdoo Me DEMLR website /
M1nps://www.Jcy.nc.guv/abauvJivieions/energy-minecol-aril-IanJ-rcsuurces/s[omrwatct/atormwatcr-pronpJca-cowwetion-program. J /
' Twelve months ofcomplete inspection forms Shill be kept an site and available for inspection n all times.his recommend.a gy/
copy be kept in a permits box.Ref.G.S.113A-54.1 through 0.S.113A-57 Section 15A NCAC 04A.0101 through tea / \ $I
♦♦ NCAC 04E.0500 General Permit NCO 010000 NPDES for Construction Activities. I I J
.�. 11.Self-wspenions for erosion and sedimentation control measures are to be performed at least once every seven calendar days and
Yhin 24 hours of very min event ofgreater Man 1 inch.Any needed repairs shall be made immediately to maintain measures as
PARKTON designed.All ESC measures shall be maintained as specified in the construction details on this plan.A ruin gauge shall be installed J
°ay° atthe project site for monitoring. /
S 12.Inspection and final acceptance letters.When Me project is complete,the pem,ittces shall contact DEMLR to close out Me Eh.
�FFRNF<, Plan.After DEMLR informs thepemtittee of the project close out via inspection rcpon,Me permitter shall visit
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`deg.rm.BovMCA01"ro submit an electronic Notice o[termination(e-NOT).A$100 amoral Sensual Permit fee will be charged
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until the a-NOT has been filled out.
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I GROUND STABILIZATION CI)g` SITE AREA STABILIZATION
VICINITY MAP\ DESCRIPTION TIME FRAME EXCEPTIONS
q. N.T.S. PERIMETER DIKES, 7 DAYS NONE
SWALES. DITCHES
&SLOPES I
HIGH QUALITY 7 DAYS NONE
WATER ZONES I\
(HOW) / I\
SLOPES STEEPER 7 DAYS IF SLOPES ARE /
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10'OR LESS IN 1 \
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE \
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER - ) 1
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 N
EROSION AND DAYS ARE
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 0e/
NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER \ C
111111
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50.IN ( V
f'lPRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH ,(CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPTI1Os 7----- \
JWITH SLOPES FOR PERIMETERS �XrFLATTER THAN 4:1 AND HQW ZONES) CPe• 1a/DATE: PAGE: / \
-1 Nit5 /W Silt 5 k/Wattle
FL �� be FLo ICI - - tection
_ql -1 ntdadrar
Stokes n. II-RS Iv 4 \��I M =takes i
AVand a minimum 010 feet
SECTION SECTION
graded slope.Sili ;,;„;tee;„
Pat areas',O a Ole edge Of.
land noffMorn lacakedenure end of to �/ s
A,aa,* N,Ma,. silt octal.gang ode eenem a \ \ \ 1 CONSTRUCTION
W 4inch x 2 inch cross sedan should be Mime vertically plumb,through the center of the silt
socklwable.Stakes should be placed at a \ qt..\ Lot Plan( ENTRANCE I
like)maximum interval of 0 feet or a maximum of 2 feet if the silt soclOrettle is pLased in a 4 Inch C z I \
uNTRExcT�ei/i neuni rainy at g na a Mn5. In Me even stakIng is not pow.°an am.m fa�ry ai 1---I J \ ¢\ \ + /
HED INSTALLATION ENTRENCHED INSTALLATION. socks/wades ere wed ro�,...E�,a°.tmun.s.�.r"c°..°,,.n.,.,w....,.w,, •
hold it wlbe eq`aa ballad the \ \
ISOMETRIC VIEW t MAINTENANCE:
so.babras M1w�anle at laser weekly and after ~ CONSTRUCTION \;�, / CONSTRUCTION -
ENTRANCE CONSTRUCTION\Z \ \
LIMITS ,
each 1 Inch or greater rainfall.
e a roreema P:ea�wa�°.br COMPOST SOCK wmnL ROW anus 2 aloe mu"be rote flow.clogged or •i••• LIMITS \ \ \ \\�
MU.or amaccumulated adequate ems p •
for umronmeas ���11W Aron Ta e. �>m)n (inn':°m)(:tan:m)(got) °) .:.'pion \ \ \
P allow a�
Sheet Flow-kw-ce $�SIIt(Sock/"t<"sanm(az) i°e V 3L"I 'i°' '4°.° 'I e.Slo a n r''.M'peanlco'.ecomes egoessNe,.'''e a ..i ik \ \ // // 1
�l Lit 1e t>oa m1 (aaa m> (ens m, mRei.ell if a or a'nIN � 6 \ \ - /
.4.-.:.." P 7.;r, P n,r, P'm9R 2m tl ,"9n n measure h a cop&e''a�a a�° Co) I
°ca+ o, �1ea izal c37. ceI'baan .mananwMabn'ad. F-1 Lot Plan 4 f, /IAaim) Iimim) /m/m1 Iimkm> Iimim) re �, VI it
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION "Br YnYa5
m ° /
DATE: PAGE: , •OO•• CONSTRUCTION
tENTRANCE 494 J
E 7 1
..B. ..0.. .D.. ..E.. ..F.. „G„ .H.. ro cl) Lot Plan I QJ.
R 4 ll ll = 11 a - �° ✓! raft ' q "B" ) �- /
I HOUs S U HODS !l 411.
HODS t- HOT' 0R HOU5 our HORS 2 Z a /
Ian" w n L� Tn -T Tn , V 11 /anti"' N�,T CON \\ •
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NMes: / /
LEGEND 1.If needed,Tree Protection fencing should be Installed along the buffer zone,wetland
Flow DIREcnoN boundary and/or around protected trees,providing a radius of at least 1.25 feet for each // /
Inch of trunk diameter.
SILT FENCE 2 Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on ,///////, / ���
D vERs ory DITCH
��� schematic/diagram and field adjusted f necessary,for placement at low points If lots are
wanDLEt SILT SOCKS > contiguous and have different land owners or builders,each lot should have individual Silt
SILT FENCE ouTLET ® Fences.
3.Install q dSilt Fenceith 10 feet t of properly line to ensure there's no conflict with
CONSTRUCTION ENTRANCE septic system.It is the responsibility ofth builder to ensure the'nstallat On Of sediment
control measures does not' p hseptic system anti repair area(s).
4.Al least one Construct on Entrance/E.-s to be installed per lot. \ /
5.Waste bins a other areas dedicated for managing building material waste shall be at \ \nti
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
0 other akernative exists.If this separation cannot be achieved,these areas must be __
contained behind Silt Fence.
6.Inlets downstream of disturbances should be protected;streets should be swept when
411PIIII: :
sediment from the construction activity is present.
7.Details for Sik Fence,Silt Fence Outlets,Construction Entrances and other measures are \
provided on additional sheets.Erosion and sediment control details are not drawn to
L scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES \ ,_.
DATE: PAGE: \ PAGE 1 of 2
\ z -1 TOTAL DISTURBED ACREAGE 0.81 ACRES
o. \ I LOT EROSION CONTROL PLAN
/ MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 1, 6 & 7
�° 'fSQUIRE PROPERTIES
•G General-All measures will be inspected and corrections made after runoff producingrainfalls or at least once perweek minimum.The builder will insure that the construction activities on an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates,measures will be
0\� / 1'1 1��„ .• ''9^w P Y P Y Y
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 1 1'1 1 11�1 raA'an/w P P 9 99 9. 9 9 P P 9 9
��'1I•16I•I•Ir ., 11161", 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• MINOR SUBDIVISION
/I���������������'-► objectionable materials spilled,washed,or tracked onto public roadways.
:oft
•'g5•'g5 it Fence- n fences should I week n h rainfall v n.An r h . Damaged r d fi r h r m .An n 1 h it h fence h removed n fi r rl 1n r/�,_. r Mn�_.� • ��•; Silt e ce Sediment e ees s ou be inspected at east once a ee and after each event.t y repairs should d be made immediately. o decomposed fabric should d be replaced promptly.y y sediment deposits that build up against the e ce should d be and disposed o properly y to sue FOR
-� F r ' that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times.Take Care to not undertone the fence during Cleanoat operations. A&G RESIDENTIAL, L L C
/ 4„.„,. Sodding-The sod should be property maintained to insure that the grass take holds in the areas being secured.The sod should be watered as necessary to maintain adequate moisture 1n the root zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate 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 and if possible. PARKTON TOWNSHIP ROBESON COUNTY
•- 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. Once 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 SCALE:1"=100' APRIL 2024
Construction: Maintenance: a aired,and reseeded as soon as possible.If the time of year does not ennit the establishment of a permanentgrass,then a temporary grassingshould be used until the growingseason permits the use of a permanent grass. GRAPHIC Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or r P P Y P P rm por ry p P 9 GRAPHIC SCALE
material and properly grade It. greater rainfall;make any required repairs immediately.
2.Place the gravel to the specific grade and dimensions shown on the plan,and 2.Maintain the gravel pad in a condition to prevent
mud or sediment 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 that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height.Removed
mouth it. from leaving the construction site.This may require periodic sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. t� I�
a.Use geolexlile fabrics m m csorder improve stability of me foundation In locenons s.lmmeaiately remove all objectionable materials spilled,washed or 11
Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the next min 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
subject to seepage or high water table. tracked onto public roadways.
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 )
CONSTRUCTION ENTRANCE/EXIT 1 inch = 100 ft-
MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE MF-0106
LAST SAVED:4/4/2024 12:26 PM MST PLOTTED:4/4/2024 12:53 PM PLOTTED B,Dennis Gilbert FILENAME:G\CURRENT JOBS\A&G RESIDENTIAL LLO\23-2855-13 SQUIRE PROPERTIES-EC\PLPNS\SOUIREPROPERTIESEC-LOr51.6&7.DWG