NCC241088_Site Plan or Location Map_20240410

4+� CONSTRUCTION SCHEDULE \ RAILROAD ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
5 5" 1.Obtain all necessary permiA and Plan approvals.Erosion and Sediment ComrotrE&SC)permit and a Certificate of Coverage \ Abera \ NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
® (COC)must be obtained before any lend disnubing activities°taco.wcopy of the EASY permit,me COY and ahard copy of the -- een D COMPLETED AS AN EXCEL SPREADSHEET.
plat...kept on site,preferably inepermits box,and accessible during inspection. ��.d/ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
2.Install gavel construction mo-mces first,then silt traces,reinforced ails fence �4l EROSION AND
outlets end costliest �_ C� SEDIMENTATION CONTROL PLAN THAT S KEPT ON THE PROJECT SITE.RULE 15A
3.Finish clearing and grabbing any necessary areas on melo6»may are started. �_ NCAC 04B.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY
. 4.Begin lot grading and excavation activii<s -� INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
�F o S.Begin or continue with house construction activities. \ \ \ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
y�'To RAN.ROAD 6.Finish all rough galling and house coreo-uction.All made not disturbed for]days needs to have temporary or pmnmmt \ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
"'"1-,,7, gowdcwer installed.
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
_ ].Install driveways,walks and patios.
q 8.Begin f grad fl \ 4) �/ CONTROL PLAN.'
11
r� m- / / 9.P Igrsa g mulching d stabilizing f1I m' 11- 1 m' II [ d M1ITh if fence will
remain in site
pl I h 1 sodded grassing'stabilized dmk hold.
1, 10 Ow shall aself-inspectionst o a a' 1 a rapt n following
o combined If spa f found M1 DENIER b
a 4 cis e ll a �� M1v e /b d 1 a d r / P s. /Pd v yam. SODDING
f __ .NBpp-•4 xOAD�Ii
c0welve months of complete Inspection forms shall be keptm site end available for inspection al all timea.It is rec0mmendede \ :21/
M.
F 03 bkpt b Rf:O.S.113ASITENCAC 04E 0504G GeneralPen].NCG 010000 NPDESf C A �� \ \
S'
TURNPIKE ROAD 11 Self' P f d d' I be performed 1 cry calendar day and
iii�' Iwithin2Ah f every of greater than h y dad rep shall be madeimmediately
SR-L20J aAa 4 .4141
1'■ designed. 11 shall be d specified h details h'pl gauge shall be installed �\\ iii'\EDOWW
at the project site for monitoring.
12 I d I I Wh h l h h 11 DENIER 1 h E&SCDO LEAVE SPACES AND DO
.3 TROWEL MP HAWN
TOOL non TUCKING DO.THE
3 �' 316Apr Icharged ,\ axos AND TRIMMING PIECES.
Ns c THOMw5 DRIVE
11,1 until the a-NOT has been tilled out. _ \ e
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0,n' rp gg sw I _ I x APPEARANCE OF GOOD SOD
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/ VICINITY MAP �\ � � 19 I 36 '� , / _ / _j N.T.S.
DATE 4 MIry FENCE PAGE: \ \\ N.
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- _\\ \�� �2• I 43 . iTlsrloN i //
+ rr raLT \ Lot Plan 41 40 3 �k-
il �1 21 I "' CONSMI a Lot Plan
37
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--- --- I / DATE: PAGE:
OPDFSLTF Q ii'Zz2 n MUSTBEAT N
ABOVE THE TO -, E
TnE wnsHEDs NE 22 "e / 1 •••• "B" "C' "D" "E•' "F" "G" "H"
STEEL FENCE POST 1::)
audio Lane i
W RE FENCE N,Bllfir WIRE FENCE, \ , , - r% 1 . e % % I
RDWARECLOTH X: I
HARDWARE
FRONT VIEW /\lJ •,-., n. N -_ " 1 4 1 ' ' e % % I
(23 1 •TRUCTIO J / u u ��
(\/ /\ IMITS I 1 I / R A P
FILTER OF M57- _ e CLOTH IN TRENCH // Lo Plan 50 51 III , 1 Nou R 1 ou II .Hour I II :G I Noam N• Hous HOUSE I
�I aNGRODND No GROUNha-
2 ANDHARDwFILTER REIECONSTRU TIGN •I52 Xi
i 54 MAIL "w ._. .i _ `., LA-AY ! L
..b aFLTER FAaRc NOTES: •�
'j: 1.Hardware cloth and gravel should overlay me silt fence at least l2 \ ` A" I KIOSK _r AY Ro AY ROADWAY Ro•r AY Ro AY ROA AY
1 •;I 2.Sn a outlets should be placed on low elevation areas of silt fence / \ r 24 I fie. _-11 I ♦ \ AREA �- - I-CURB INLET
Dr.. Notes:
.....:::s:o:.:.u•c:•iI
and based on Feld wnditlons. 'fib \ 306 -- \ \ . ' / / 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland
11 MAINTENANCE ��I 47 --- \ -�� / inch of ryand/or around protected trees,providing radius of at least 1.25 feet for each
BuavwIRE FENCE AND a Rr s'oF UPPER EDGE OF 1.Per NCG-01,Inspect outlet at lest once
end
after eachllnch or o3 \l - /\ i LEGEND inch of trunk tliamatar.
HAROwwaE eLOTH FILTER FABRIC N TRENCH greater rainfall event Complete any required repairsimmediately. ------...,,,\ -- *12,5::
66 -_ 2.Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on
2 Freshen stone when sediment accumulation exceeds 6 inches 2rJ C' Flow DIRECTION p schematic/diagram agram and field adjusted,f necessary,for placement at low points.if lots are
3.Keep mesh free of debris to provitle adequate flow. O '. / i contiguous and have different land owners or builders,each lot should have individual Silt
4.Remove sediment when half of stone outlet is covered. Z / /'- i - sRT FENCE Fences.
sEcnoxvlEw 5.Replace stone es needed to facilitate de-watering. ILT FENCE oLnLETOM 3.Install required Silt Fence within 10 feet of property line to ensure there Is no conflict with
.\NC-Envirpmlen ul.lpey CORNS INucnoN eNTRANce septicsystem.Itis theresponslityofebuilder to ensuretltalnstelletlan INsetlimen[
JSILT FENCE OUTLET26 / _ / D B LET ontrolmeasuresacesnaimpameepticsystemandrepairarea(s)./ a 5 / / 4.At leas[oneConstrution dedicaed fisto be Installedperlot.\I\ \ 5.Waste bisnd ohe areadetlicaedfrmanaging building material waste shall be at
1,,,
/ leasthefeeawayfrom stofmtlreininles or dreinage ditches unless it can be shown that
/ 46 / / / / no otheralternativeexists.Ifthisseparetioncannot be achievetl,these areas must be
\ 271I/ / / ''1 / / contained behind Silt Fence.
6.Inlets downstream of disturbances should be protected;streets should be swept when
sediment from the
struction actWity is present.
DATE: PAGE: 1 \ \ 7 ) / -_ -/ ..\NC-Environmental.peg ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
S' S /wattle 5'3 Sock/Wattle ) // / provided on addE oral sheets.Erosion and sediment control details are not drawn to scale.
Th
Rowe IIreuBe MIm Area to be 1. Other equvamtPme<u0 \ \ 44 / � DA T'VE cook r+r�2/2020 TYPICAL LOT LAYOUT WITH CURB AND GUTTER
� .IL 1 11 "" 1=11:.It agalnst erosive velocities may he aueatwrmb I I 28 \ / elO - - __, / /
with
1P'M'n�I Stakes is 'I Stakes 3. able(sr shouldbe inetstllled paralidm tux / \ / / S� PAGE:
SECTION SECTIONgra Mefillbcatedad.e toe of be. \ j f� \ I//
flat are.land should be
tamea,q"„e�pen 29 j /he \ /
0 �O „ mNn tameainga rid den rat e / / / /'
silt O GROUND STABILIZATION I •
`v NN SITE AREA STABILIZATION I / / \ Oda •__
maximum interval of 4 feet or a maximum interval of 8 feet if the sift sock/wattle is placed In a 4 DESCRIPTION TIME FRAME EXCEPTIONS 8 / /-- - \ \ `c, z ♦♦♦• ap
Wood Mulch or Com a Tyro ndn4 M n " PERIMETER DIKES is not possible(ie.when , 7 DAYS NONE `t�/ I/ °> Jam\ ••••••
usTRENcxsDTo 1 nsnALurory t of ayENTRENCHED INSTALLATION. socks/wattles are used on navernenD he,'
a sock/wattle to hold 4 place duringm.«ems_ SWALES,DITCHES / \ ( \ \ \ Q/' •••••••• -.v.
.,..•.�.,.m°...m..,.°.�m..®..�,w�mw &SLOPES \ i 1 1.1.1.1.1.1.1.111.111.1.1.....
ISOMETRIC MAINTENANCE
HIGH QUALITY 7 DAYS NONE \ /
1 1 1 11 1 1 1 1 1 1.1 O I d tW
1. Inspeci silt sock/wattle al least weekly and after WATER ZONES I Si \ V \ \ •V.� .. 1 1 1 1 1 I I.aI.a1.
PAL FLOW RATES (HOW) I / / � I II•4.i• 1
me"marched sinks eaea De.ga Do�d.ter COMPOST
(��m)(18so.m)eg�„nm) ITw) z m.mucbe SLOPES STEEPER
3EEPER 7 DAYS IF SLOPES
EESSRE \ \ 41, sMnMulch Or CoMpOet '. • .,
shecF w°� sansoc,/xLeneu(zz� (asT,)Mo mi 4s r.et .x a a LENGTH AND ARE / K
I \ \ / _ :y=cR e`ar.�`.
rk_ le (wdm) OBS rn) (NO�1 NOT STEEPER
mxamunr riot T. x. ts. zz. 30. B i 4. Reinstall il damaged or dislodged
THAN 2:1, 14
. <. iR mix emir mix ,min measure has permanently stabilised. e DAYS ARE I conawation: Memtenanae:
' is. et.r a/ izM �3].
v„., /n,s, I/m/m) I/m/m) I/m/m) ALLOWED I \ 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NGG-01 Inspect at least once a week antl after each 1 Inch or
"" esi�manaaaro ,es one e6raa aeovenm SLOPES 3:1 OR 14 DAYS 7 DAYS FOR material and properly grade it. greater ramfal¢make any requo-ed repairs Immediately.
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTIONO 2.Place the gravel to the specme grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment
ISI
FLATTER SLOPES GREATER smooth it from leaving the constructionstore site.This may require periodic
THAN 501 IN � \ I \ 3.Provide drainage to carry water to a sediment trap or other sukable outlet. topdressing with 2 inch stone.
LENGTH ' ' 1 \ O.Use geotea1ile fabrlcs in ortler to improve stability of the foundation in locations 3.Immatliately remove all objectionable materials spilled.washed or
ALL OTHER AREAS 14 DAYS NONE(EXCEPT ` �Y� 6 ( sublect to seepage or high water table. tmeked onto public roadways.
WITH SLOPES FOR PERIMETERS N 'IS
LATTER THAN a:1 AND HOW ZONES) 4S°
� CONSTRUCTION ENTRANCE/EXIT
DATE: Wve Fene Filter Fabric PAGE: / IarealPosl� '� ern�Emetrong.Genrd Strength nwehaul wire ten wue Fence Wire D°dckfill n[y 1~I� Steel Past _ n°r°°9h"et General Erosion Control Notes'e f 1 .. 1 �m» 1.Only the are s shown shall be disturbed. / PAGE 1 of 2
Plaetc orx I } T 2 All disturbed areas shall be grassed andWee tea mulched as soon as possible and mantoned - - _ i TOTAL DISTURBED ACREAGE: 0.87 ACRES
untl pemanent cover s establshed -----;
ap �/ / LOT EROSION CONTROL PLAN
1. t;;e entr d _ / / -Z LOTS 38, 43, 48 & 52
sufficient GATES FARM
ConsWUion: 1 Filter Fabric an M J \ / ��_
2.TESuR^artSianrobthe`se^men ceea° a ems^ ao`°diearorin R°SsaEGTI°"vlEw MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
may impound volumes of water lure of the m. Hig mn�a
3.Construct the»aaly balemeaPi dolnaenl la at u'Iwon atltwlu a feei'mmim�m avoid
when
he nee po>i. FOR
strength nnermbn<bye re mean fastened»cord to Ma trmlena elan.Ma P.O.Extend 4.grave eShswoon to.bottom 01500 Me trench Fasten the wtre reinforcement ianulaaanen eunabne 1 General-All measures will be inspected and corrections made afterrunoff producing rainfalls,orat least possieperweekminimum.The builder will insure that the construction activsuggened not affect Soddingyoftheganallederosioncontrolmeasures.!fiat conrtmetiondictates,measures will be BENJAMIN STOUT REAL ESTATE SERVICES INC.
side of the fence zip bee at
once
repaln immediately, 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. f
M1asuPO nrenceas...space poets a maximum of a feet apart spews should be driven 2.Should,neemee,clof a auuiment fence ecll.p».leer,u,,,,p0ee.
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 securely.
reng MOlterfael°i MO aroo P stsper1 ado»not repuire aAre mesh suppoo Gore.securely objectionable materials spilled,washed,or tracked onto public roadways. RAEFORD TOWNSHIP HOKE COUNTY
e.GBtenMeniterfaericdirectlytoposts.Wereorw»d<ziptiessholdhaveaminimumof50poundtensua Remove sediment
SlitFence-Sedimentfencesshouldbeinspectedatleastonceaweekandaftereachrainfallevent.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 ALE:1n=100' MARCH 2024
7. v0ata m y nudes wide and a inches v e proposed fine of me voata and 3 Sams.`arena"are undermining the fence aaring 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. `SC' C'Exca Me teem apmoxi ml 4i mRemoveSodding-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 GRAPHIC SCALE
.Place Inches elonohfafabn<along he bottom and aide fMet era and Ming theaea m grade land Mabeeleeln after Ms mmnbuhng 100 0 50 100 200 400
soil placed over Me dnertab.and compact Thorough compaction of Me 6aemu is r. 4 drainage are.has been properly staeulzea 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.
10.oonmto silt schencembcomem a. 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 = 11
°fi
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. 11
den 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 ( IN FEET )
..\NC-Eoo,normenlol.lpeg SILT FENCE sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 1 inch = 100 ft.
JReinforced 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 MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. PHONE[phone] FAX[phone] LICENSE ffF-0106
LAST SAVED:3/12/2024 4:42 PM LAST PLOTTED:3/12/2024 4:48 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-16 GATES FARM-EC\PLANS\GATESFARMEC-LOTS38.43.48&52.DWG