NCC242628_Site Plan or Location Map_20240827

CONSTRUCTION SCHEDULE ^ \ �t
I. Obtain all necessary permits and plan approvals.Erosion and Sediment Conl dp, / \ / \
y4j- (E&SC)permit and a Certificate of Coverage(COC)must be obtained before any land disturbing activities �/ \ \ \ \ \
trc I I \
yoas i occur.A copy of the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a
' permits box,and accessible during inspection.tion. / ' I \ \ \ 1 DL ' '
G \ !ire son tre rem...
2 CNN'',,•
ggg f lot In moat cases[titswill Involve the ineMllatian orand on the tatTowroa m
�� ax�AxoMMxaaa�aa. / / / ill de D Jive
SR rt S ROgp .T The silt fence will rem place1 the lot is sodded or grossing is stabilized and takes hold /
10 The contractor shall cord If pe ohs of the erosion and sedimentation control measures and complete /
the following combined 1f'nspection f found on are DEMLR webs], / / 1
etm rvO aamrosaos
moans.
CAUSED aoiTFA m
FONPrRE httpz//www.deq.ncgo/aboWa'vions/ener landlandresourres/stormwater/stormwater MATcsoocur EC xumee
gy mnera program ��MATcn[p CORRECTLY. /
Sq 11220gp /npdes construct on program Twelve months of complete inspection f shall be kept on site and available c xucr / .4"-'
/ I/
/ for inspection at all times.It is recommended a copy be kept in a permits box.Ref:G.S.I I3A-54.1 through o / / / / /
ROAMr- D G.S.113A-57 Sections I5A NCAC 04A.0101 through I5A NCAC 04E.0504 General Permit NCG 010000 ij, / V' /
F"1F;EI122 NPDES for Construction Activities \
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SITE / / 27/7/
made immediately to maintain measures as designed.All ESC measures shall be maintained as specified iv / /4 /. Inspection and final acceptance letters Whentop j complete,the perminees shall contact DEMLR m ��
0*44-^ close our the E&SC PIan After DEMLR'f tip 'ee of the project close out,via inspection report, p � Y I'I ttt / I \34 \
the perminee shall visit`deq.vc.govMCG01 to submit an electronicCOohoe of termination(e NOT).A 5120 Al pity N p)I ,t„„„, Mika -
SUNSET =R, annual general permit fee will be charged until the.NOT has been fied out % Lvro wamaro AosmH OT. Now volEN THE SOD lb
LANE 9,1 calm THa son TACT AssooN As ab silo let xlnxlzal a as / /
SEIANp VICINITY MAP GROUND STABILIZATION - / \ /
o a Ro APPEARANCE OF GOOD SOD / /
'g sit nf2oAp SITE AREA STABILIZATION 150
N.T.S. EXCEPTIONS
DESCRIPTION TIME FRAME _ (//� '''')SPOPLOFIEGREEPAND
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY PERIMETER DIKES, 7 DAYS NONE tie \ 1 \ / / /
NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR SWALES, DITCHES v.ri•asssar. \ / / / /
COMPLETED AS AN EXCEL SPREADSHEET. &SLOPES mstcx-awaar�a.waa•nooaas I/ -
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED « va.o IL ANDRs j
\ \ r; / V
EROSIONIM AND WATER
ZONES 7 DAYS NONE 5 iffifi•wrnxoaaea•�«a•. / / /
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A WATER ZONES ra-.vctx,awmoxaaao«at \ / // --_
NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY (HOW)
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE \ /
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, SLOPES STEEPER 7 DAYS IF SLOPES ARE / / /
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 3:1 10'OR LESS IN /
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH AND ARE Pursuant to G.S.113A 3,provisions for permanentground Rover41111
CONTROL PLAN." () P / / /149
NOT STEEPER sufficient to restrain erosion must be accomplished for all
THIS PROJECT IS IN A PUBLIC SUPPLY THAN 2.1, 14 disturbed areas within 14 working days or so calendar days o / \ I / / /
WATERSHED(WS-II)AND ALL REQUIREMENTS ALLOWED (whichever is shorter)following completion of construction. w I / / / � Sunset one
SENSITIVE AREA SLOPES 3:1 OR 14 DAYS 7 DAYS FOR a a / / V .-----
REGARDING
WATERSHEDS SHOULD BE FOLLOWED FLATTER SLOPES GREATER Z
THAN 50'IN General Erosion Control Notes ¢ \
THIS PROJECT IS IN A HIGH-QUALITY LENGTH 1,Only the areas shown shall be disturbed. 2 / - _� _ J I \ yryro/ / // �}6 /- I
ALL OTHER AREAS 14 DAYS NONE(EXCEPT / /
WATER ZONE AND ALL REQUIREMENTS 2.Temporary ground stabilization is required within 7 days on all / i
WITH SLOPES FOR PERIMETERS areas.
REGARDING SENSITIVE AREA FLATTER THAN 4:1 AND How ZONES) / ( h'�
WATERSHEDS SHOULD BE FOLLOWED f
7 ezzr CONSTRUCTION
DATE: PAGE / \ LIMITS
DATE: PAGE: II/14sig /watts So /Wattle Not,
wZ� be Flow �I A t. n FLo- ed . .wit II 0II.. • m "B.. .C.. .D.. E" .F.. .G„ ..H.. 142 II / /
ay he
4 "10S'Iloll 2. 'sftcocuwamecm cm ._. _. I
12 Mn Mn. I g agairrearas.yews.nTa�y �« 1
11 2"x 2 exnthatlgsdonotdeferm '� . .11 fr. . �, I 1 ;71 1 e % %1
Stakes 3. should be Installed parallelto I. ll
SECTION SECTION mkea and a minimum of 0 feet beyond the toe ofa If 1l 1 1 143 145 146 147
gad slope.Silt krvsatte(s)located below PI
flat areas shoed be located at the edge of the HOUSE - HOUSE Hoes Hou 44 Lot
land disturbance.Theendsoftheat i Mir 4 1 1 I� 1 �'� 1 1 J 11 \
�o w,.aalea)should 9 be turned slightly unstops to
A'V'� 8 taro o _ CONSTRUCTION kwattle(•) cow I. .I 1 J14111 �.� L.�I I I, . / \ o
III s. inch mother durablecross save stakes,.a 2 ca AY -ROADwAv -HUA Av -RUA•rrgv -Nu Av -RO AY \ LIMITS s--I
re aMxs�Mm placedfe,a ' /EDGEp pDaB`Ay \
imum interval IuRAa Noes \ A
Trench in the silt socktwettle n plamaximum interval of 4 feet Or a xced in aanch CURB INLET
1.If needed,Tree Protection fencing should be installed along the buffer bone,wetland /
ground 4 Mm, boundary and/or around protected trees.providing aradius of al least125 feet for each
Wood tt 2 Mulch
g 5. possible(ie.when LEGEND inch or trunk diameter. \ \ C4
UNTRENCHEO INSTaugnOry pavement) n 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \
'"•••'""'0X4•H°"`a•e"" 9f.....`f'"w r. hold It pace da gunoff event,. N schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are \ / Wedg ood Drive /
ISOMETRIC VI NM'aCE oconcrete n shall beused bane sift FENCE _ _ ontigueus and have different land owners or builders,each let should have individual Silt
MCI,PLOW RATES Cd
t. Inse«sntsowwaNe at least weekly and aber SILT FENCE OUTLET ® Fences. \� o \
Inrek.debris 3.Install required Silt Fence within 10 feet of property line to ensure there Is no conflict with 1 aa�
COMPOST SOCK and any eebea CONSTRUCTION ENrwwcE septic system.It is the responsibility of the builder to ensure the installation of sediment // �� \ / y3 f WO
rsc Inch or greeter re
MUIm orcompoat accumulated seelmem e
feruntrenmee soNu needed to allow f«eeequMenow. control measures does not impact the septic t
as ro ea wmpmtsw ^am' t2 tic fa nrn 24.c s(]so 2. stsowwane mu«be regaced If dogged CURB INLET pa pcsys eta and repararea(s) r �I
punted oaa c o emote. (Soo nra)(aso nra)(Soo nra) ) 4 At least one Construction Entrance/Exit s to be installed per lot 140 1.1
/ Id /
sr.,Flow-1.- Ma.km,m cope soo Teet rso Teet t.soo t.ssc S. fpmd rig becomes a 5 Waste bins and other areas detl ceted for managing building material waste shall be at /
-
µllt5ock/ t.ytn(ezz) (team) (zzsmI 'Tee Teat r:t least 50 feet away n0000em storm drain inlets or drainage ditches 00,unless t can be shown that
Work Area , Wobble Oos m) (ass m) (Sao m) no other alternative exists.If this separation cannot be achieved,these areas must be • \ 1 39 138 / W
"X°'gh` p 7:, g'min ,'min p'ift J0•in '. contained behind sn Fence. 137/ 136 135/ x / /
Aar" stsocks/wattei 4. SIMOMMI If so e ,
(s4 (t4 (toe fiat (.tie dis..mce ecompa Ire 6.Inlets downstream fd Nibshouldb protected streets should be swept when
/m/m) /m/) /m/m) /m/m) /m/m) ..........a•rmanentNsfed n•a sedimentf theconstruction 'present. / /
..\NC-En'ronm en till.jpeg 7.Details for n000 Silt Fence D It,Construction Entrances and other measures are / /
rrr- SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION provided onaddbonalsheets.Eroson and aaament control details are not drawn mscale '" (/
Fir TYPICAL LOT LAYOUT WITH CURB AND GUTTER I \
ill
DATE: PAGE: 1 \ J/ ' // /y/ l
DATE: Wve Fanre Filler Fabric \ \
steel Pon ,Max.Egrea Wroaa a:noutwire fen Wire Fence Wire %' BBockfilltrenth \ /
e Compact
\ /
,� thoroughly / \ / /r' \
Steel Post ���
Pate or 1824 a
Wire t nxg Roo
1 Q�\� \ � w / / / \
e•aownaa•m�waN
along the bench '� « •a
\ /
Construction: * \-Eller Fabric -
/
M1taf the sediment fence daesM d24nches _( , //
2.Ensure that the may impound estaf wateruRn barrier of nen to causdard e or ex.strehe srMee'e above
rg CROSS SECTIONV VIEW \I,1 - -- BrAn (i(_.t ' r1r'•. \ \
3.Construe.. sly fasten the eMrccloth only ail t a supt to port -nminimumth of the harder to avoid pd h lMs.when karats
`' Vatil -JSJs sJSrr Rp /-
art to4.Support standard roMeboMm of Mer fabric by wire
Fasten the-fee reinforcement,thenseurely to tile upslope�fabnc on e of me upslope Inspect sediment fences at least once a week and after each t / -- �P 1, / \ /
the wire mesh
side of Ile fence any required repairs immediately.
111101,
5.MEM a wire mesh�pp...,isu,d,ispace poste a minimum 50
a fees apart.Supports should Mid,. 2.inch or greater
rainfall.Make
fence comps,tear,decompose. - - -
secur
Into the ground a minimum of
inches. or become ineffectNe,replace it promptly. ,
s.strength.
0rNenbncvntnefoot post spacing55does not requircawdremsnmeson fence.Scurely Construction: Maintenance:
festers Me elterfabrlc directly to posk.Wireor plastic op Iles should have a minimum of So ppUM tenalle 1.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 l Inch or
o-00000 Menge
Take care to avoidundermining Me fence during material and properly gads it greater retie gravel
make any required repairs immediately.
7.Excavate the trench approximately4 incnswfde and B Inches deep nog Me proposed line of the posts and 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment
e.Pl.e 12Incns from sof forte along the bottom end side of the trench. and bring the areemove all a to gradels and andetabuzeb after the camlbuting sediment dap.. smooth it. from leaving the construction site.This may require periodic 1
over.s.krti the trench with soil placed the fifer fabric and c p Thorough p ion of the lxackell is 4 drainage area has been properly stabilized. 3.Provide drainage to carry water to a sediment trap or other suitable outlet. Immediately
with 2 inch stone. \
4.Use geotextile fabrics In order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or 10.Do not narta.,b Wring tree. subject to seepage or high water table. tracked onto public roadways. \
the E Ir rott a I jpeg CONSTRUCTION ENTRANCE/EXIT
� SILT FENCE \
\ PAGE 1 of 2
DATE: PAGE: \ TOTAL DISTURBED ACREAGE: 0.82 ACRES
MIN. _I �SILTFENCE LOT EROSION CONTROL PLAN
+ LOT 147
L .IIIIIIII,IIIIIIIIIIIIIIII•I `I MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOXFIRE GOLF &
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 construction activities on any particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be
3 �v 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 be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. COUNTRY CLUB
s THEwnsHEDST I - 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 PHASE I
objectionable materials spilled,washed,or tracked onto public roadways.
VVIRE FENCE
HARDWARE CLOTH FaonTwEw 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 FOR
_ �FILTER cto FABRIC,BURV WIRE FENCE,
BR 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 undermine the fence during cleanout operations.
AND HARDWARE
wnsHED srorvE MAX 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 O N S I T E HOMES, L L C
STEEL FENCE
INTOSOLID urovue 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. MINERAL SPRINGS TOWNSHIP MOORS COUNTY
NOTES:
caourvD 1.Hardware cloth and ravel should overlay the silt fence at least 12
em�ss_re o inches. g y 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' AUGUST 2024
•"o n° 2.Stone outlets should be placed on low elevation areas of silt fence 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 SCALEantl bsced on field conditions.
MAINTENANCE: 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
BURN'WIRE FENCE AND B RV 6.OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or sediment shall be deposited within the project in such a way that the Sediment is not subject to erosion by wind or water.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. ME d
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate flow. 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
SECTION view 4.Remove sediment when half of stone outlet is covered. 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 )
q"" 1N lbeg 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 ft.
J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-En vir
PHONE[phone] FAX[phone] LICENSE MF-0106
LAST SAVED:e/5/2024 3:48 PM LAST PLOTTED:8/5/2024 5:02 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\0E61E HOMES\21-2724-05 FOXFlRE-EC\PLANS\FOXFIRE EC LOT 147.DWG