NCC233151_Site Plan or Location Map_20231102

yOT& CONSTRUCTION SCHEDULE \ \ \ I I �i / / - - ' //// / Zr/ /� /
]OHNSO�N FARM p',�,/f, 1.obtain all necessary permits and plan approvals.Erosion and Sediment ControltENSC)permit and a Certificate of Coverage \ f
9y 'i� (COC)must be obmineA Iwrore any Inntl disturbing eonvities occur.Acopy of the F&SCpermit,Me COC and aM1erd copy of the \ \ I 1 1 I I / / e,/ -- / / / /
plan must be kept onsite,preferably in apermim box,end accessible dosing inspection. \� 1 I I / ryb.7
2.Install gavel construction entrances first,then silt fences,reinforced silt fence
p
'� SITE °aetsandwattles ) / / - /� /�j
T 3.Finishcleedng and grubbing any necessary areas on Helots as they are started.
4.Begin lotgradin Band excavation activities I / �/
rap S.Begin or in wiM1Mmse construction activities. \
1 6.Finish an stunk grading and house construction. SODDING
31
].Install OdevewaY walks avd patios. ` / /
NAIRN ST p, B.Begin fin grading of lot areas I I /
CORBIN T m 9.Final grassing,mulching and stabilizing of lot.In most cases this will involve the installation of sod on the rat.The silt fence will �� `\� \ I I \ \ \ \\ //// // 16 15 �q i
it 74f / ��
I W remainm Place sum the lot is sodded w gassing is stabilizedand takes hold. / III"' Il
H y IO.cThe ombined
tractor shall conduct self-indonbons EMLImeiom end sedimentation control measures and complete the following ' 1 I \ 1 \ ryy- 0 / / / I ' I I ``//� Avj} ombiegiNgRiospxtionfomlfowdonMeDEMLRwebsite �\ / P Nhops://caeca dty.me 8ov/abouVdivisioms/erangy-mimerel-antl-Imd-resmwces/stonnwamr/stormwatmprogam/mpdes-comstrucnm-program • \ \ \\\ ` / 71:
n /n .17 ....
atthepTwelve mont site
for complete inspection ion forma shall be kept on site and available for inspection m all times.It isremmmendeda µ� euosnuo TaiuMirvo Pisces. \ \\ \ 1 ��
copy be kept in a permits box.Ref:G S.111A-54.1 Nroug5 G.S.113A-57 Sections ISA NCAC 006 0101 through ISA nl
L+ NCAC 04E.0504 General Permit NCO 010000 NPDE8 for Condrudion A.M.
US 11.Self-inspections for erosion and sedimentation control measures are to be performed at least once every seven calendar days and ME al c^ \ \\\\ \ \\ \ \ / ♦ / /
RD 401 withind.Allhours of ESCvery ure cvrnt of grater Nd l inch Any ncWcdrepmnondethall alson immediatelyArain gaigeinmeas installed
at OS
rszomm ME 1111 wttHED<oa v E \\\\ \\ \ \\ \ \ \ / •
/ / / I 1 I I// I I
MCGLQSICEy designed.All ESC measures shall be 'cedspecified'N - details on this plan Araim gauge shall be installed / // ///
at the projedsm for g.
/ 12.Inspection andfiml par 1 h k 1 I h shell contact MINER to class out the FBSC \\\ \ \\ / / / / t
plan After DEINLR id/ the f the p closeS p. port,the vamoose shall visit •'deg vheovMCG01 b I Nonce ofmmmnenon(eNO't).A 5100 annual aryl permitf will he charged \\\\\\\\\\ \ \ \ / / / / / �/, / / (/ (
VICINITY MAP aril NOTh bmlMoutGROUND STABILIZATION \ \ � �\ / 18 a2 I Z
a/ / 431 I �\
A<HILyEFMMaow, \
.:AAc,.... m� \ CONSTRUCTION
Nsrrsusxso_ ° _(IIft
N.T.S. -� SITE AREA STABILIZATION EXCEPTIONS w'o aToaoEPrHo< cal...........Boo to \ \\ LIMITS I 1
� � •
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DESCRIPTION TIME FRAME ACTT° Aa rveanEn.wA,aRweLL \\\\ �� \\ / / CD \
PERIMETER DIKES, 7 DAYS NONE MTxTrrEso.L AssoorvAa THE sb is iexma).EEKS.SET FMowaR \ \ �/ CONSTRICTION 'W �\ \ ` \ \ \1
ILT FENCE I I \1
ENTRANCE Typ,
SWALES, DITCHES \� \\ ( )
&SLOPES APPEARANCE OF GOOD SOD \ \ N \ .......
•• 4A )4)HIGH QUALITY 7 DAYS NONE \ \ \ ; /19 }• WATTLE O I 1 \ o WATER ZONES \\ L.., / / I
(Kw) 11
\ /�ITFFEV `•T ax SILT FENCE /
SLOPES STEEPER 7 DAYS IF SLOPES ARE I unina aoam. ^a- 1� \ \ `\\ \ \ \ 1kT Nr f:Ft YI �[sve.)�. �^�I I I I I I I I r
A SELF-INSPEC1ON REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
THAN 3:1 10'OR LESS IN \ \ \ \ \ / 40 / �/
LENGTH AND ARE CO UCTION ATTLE
COMS COMPLETED AS.1 AN AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR o wEPopio°r /\ \ \ ` // E A _ 2Ay`M //O A nd o�d I l 1
AS EXCEL SPREADSHEET. NOT STEEPER t'6x Z t/ \
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 rre \ / �- RFORGED /
EROSION AND DAYS ARE / \ \ \ \ 2� 46 �--� \
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED General Erosion Control Notes / \\ \ \ / SILT
CE CONSTRUS ON
NCAC INO ND NGEE THAT....DOCUMENTATION SHALL N ACCOMPLISHED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR ' \\ \\ / �_ N \
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE \ / 39 \
1.Only the areas shown shall be disturbed.
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER \ / -1
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN 2. All disturbed a shall be grassed and /-' / 63 \ \
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH mulched as so s possible and maintained / /- - \ \ \ \ ... / / \" \ ,_ / I \ \ \ ; \
CONTROL PLAN." until pemanent cover Is established %- \ / / ----
ALL \Fj' 4F-� \
OTHER AREAS 14 DAYS NONE(EXCEPT - \ / 3
WITH SLOPES FOR PERIMETERS \ / �l� \- \ \\
FLATTER THAN 4:1 AND HOW ZONES) \ I 1 \ \ i// -� o � \ \ \\ \
1 1 I �/ \� 62 / \ '
DATE: PAGE: ) 1/ // �� // 37 -\ -\ - \
Silt Sock/Wattle Silt Sock/wattle NOTE DATE: PAGE; ( C,Mg- a
FLDw„ rea be hrrt r �� I �DR��B H� U0 61_ WFIR NAaE \
be II....=.n...11 PI- bra compost
- ' ____./,--
/ \ \
Mnaainst ve es or
usesocks°mett 11E, 2. Fill Mt sock/wattle netting uniformly wiM I - _
■I P 2 tz Mn' p• 2 3. to the des.leng.such that logs ao net Silt socknvamelsl shmaha installed parallel "B" "C" "D' I�E_ _� "G" ^H^� ( ( ( � _- / EM�IVI �\ g LI TS�\ Q
y CO ON
Stakes Stokes I \ / \ 9 \ /
- ____.-
SECTION SECTION °°NI areas houldbe°� a^et(UIImum of 10 feet heyond d,ee n ff edge of theu / / �\� 1
land mwss>shoua ue tumded se k ftcwpem '6 P P \ \\ \\ ` / / / �� ` '�+_ _=20
°"w'r' a•tls"' ma(ai going nndt an a q q ly u HOUSE �a A':11 / /ou \ \` / - �/ gory/ \ /-x 2 Inch cross sectlon should be driven
vertically plumb,through.center of the ellt
socklwattle.Stakes.ould be placed at a aLj _Ra- AY J \\��- - -, / / , \ - % / • - - - -
Tree such • AlD NAY -ROAOVJAY -HO AY -aaA.;AV \ / _ ' / �,.- --, \ - g - - GO - �_� -
f 4
ar Cam yraunii^4 Mn. L Eo CUR. Notes ` '...\-''-'---------
�y� "� =Dw.I�E fSSERIEH J
Wood 9 rDReNLET 1� \ -
UNTRENCHED STAL✓sTION memo)heavy 1.It needed Tea Protection kndng should be installed along the buffer zone.wetland -- -\;
" boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \ - /1\-/ �� �� 0
'^"^^"`•^^''•^,•"�`^^"o'•^w`•,"""•^^"",r. old, pea 9 runoff events. LEGEND 'ntrhOftmnkdiameter. / - SCM-5 �- _ _
ISOMETRIC VIEWMAINTENANCE 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on 1 1 ' / / \ i -
'' afterea.I in.or greater rainfall.Remove N @- schematiddiagram and field adjusted,if necessary,for placement at low points.If lots are \ / / 790 - \ D- NAGE / - - �/ 58 i
,--
Or unxnorC contiguous and have different land owners or builders,each lot should have individual silt 1 I I / \ \ SE t ENT/- _
mulch Compost w SOCK minis now RATES as Fences. O
marl rents COMPOST
SGe l Isg,m)laonml 3(v'SO 2' arse mud6ereplaced a dogged or IY 3.Install required Silt Fence within to feet of property line to ensure there is no Maid with I I / // \\\ 200_ _ N2
^m1h ^'^) s ENTRANCECONSTRUCTION septic system.It is the responsibility of the builder to ensure the installation of sediment I I // ` \ \
Sheet Flow-4. Be [seek t t t - control measures does not impact the septic system and repair area(s). I /// /� / \ / �- °]O
Silt Sock/MOW(-NV OW in) (uermj t`M� t 81, r`„o a CURB INLET 4.At least Construction Entrance/Exit �o be installed [ 1 /
Wattle m (.TaS m) (sea m) (cam m) - per o. I / \ /�
won A Hyxedb n'. s4. Ponftaiiir damaged span bee.fed aaumuMm 5.Waste bins and other areas dedicated for managing building material waste shall be at \\ //// \ \ \ 50 7 /
e e• ',0% etMR 'ms°/a,, 2�,b t'a disturbance is socks/wattles
and Ise area above me least 50 feet away from stone drain inlets or drainage ditches unless it can be shown that 1\\\\ \ �i �j C
t/m(m (' (r ( (a ' bee rd mot a o other alternative exists.It this separation cannot be achieved,these areas must be \ / \ - \ \- -_ / 5
/m) t/m/m) /m/m) VW.) t/m%m) measure as overmans ys iae. contained behind Silt Fence. \ // .p.y /
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6.Inlets downstream of disturbances should be protected;streets should be swept when ` / / \ - �-- N - F, �_
�_____ sediment from the construction activity is present. ////\\\ .� �_
..\NC-Environmen tel.jpeq 7.Details let Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \\\\\ \ //// / \ - 33\ /\ provided ee additional sheets.Erosion and sediment control details are not dawn to scale. ,\ /// // \ f \ \` \ /
DATE: wire Fence �-Filter Fabric PAGE: TYPICAL LOT LAYOUT WITH CURB AND GUTTER
tea•M strengthfabd fie PI \ \\ ` /�// �� \ ` 5� �6 _
amel Pod a Max Extra a nc wuoOM Wire Fence �wir B dckfCill trench DATE: PAGE: , �1 1
Ct rek .00 � � Davao prime \ /7 N - _ \ ----/
- , /
Steel Post / thoroughly / ` �� / Z3 /. -/. \ F
t . •,
ties
x \ \ 32 �53 / / �_
Plastic ovp
'% Ir �� \ �I T- --�
1 X =.a Mtren slim Q°a/ ���r _��j/ \ \ \ \ // -
^ J��xG ,�1� a'o',yM w �/ �� /
1 sore as Io ad/ 1 Q / 53
Conetruoionr 1. Construct the sediment baffler or standard Na�aetaAkrabaee. Rasa6EDTaN w / ry"" �� \ \25 �\ - �/ 4! I I,e�
2.Enme that eM1emay impound meem»°et'ew'a�Nar^�tHkrtroan°gaN'r'adperemm:awapre)bec'the
ground.
(ew. I r
3 filter fabric Nor clot ham calm Net post of thebmminim ,I •.0 P; �� \ \ �- / \ \ \ \ �wt/ / /�..„4,
�- �� /
'_ are \ /- /
necessary,ndanreNmsmn Ne era cloth re at a McSh nppnnpmstwm 4 lanm minimum w ♦ :.:'l i /
4.Support standard strength tlmrkbnc by Mre mesM1 lasterretl eemreym Are upslope Extend Maintenance. ,•. % s s i ` ^\ /
Newry mesh suppMro the bottom of the Tench.Faaen toe wire reinforcement. psope ' eM^_ - W yy �_ - / `` \ \ ,r(� /� y` ` // `�7-. Tiy T� \
5 WM1mewire meaM1cesupapanknce is used,speceposlstuld ae maxlmumuM 50 oltiepound tenelle et apart.Supports snouts be driven ucd Hear,decompose, 4` '-'� W�•♦b ` 1l0 1�ft L[1 ` /NST�l1CTION / Tall i LJe, S L �/e
tleS t. haven stance eta and after ea. \ RA !/
4
inch or any required reparsmmeaamy
2 shoos sediment fence apse cam osa
aecurelv'nm the groom sari mum of 24 inches. or beam enpmmptry / '''.4' ,-0�,• -,e, . / `\� \ \ E�IT NCE
a.Extra Mmes.!.fabnc with Mat post spacing aces not require a wire mesh support fence.Securely 3.Remove snem.,m PM.admuak e-+' .----
fasten
tlretkrfanctlrenympoak Me orpastic zip Iles should have minimum of 50 pound tends storage mNe ore on the W.W,y' �� �,---"-- �•/ z�
FIN. / o0H / Q....
7.ace..the trench m nches Mae shoe nines ere oT sane g ��upaebpe Tom ins pema'erp Y p °co p Pos 4,Remove all fencing mateNls and unstable 9.ment depOer. ConsWcOon Ma ntenan z_ 2� 'Oecaear,ad side ofam Teo Ionathe backnll is rthe contribut g 1.Clear the entrance and ext area of all vegetation.roots,and other oblectonable 1.Per NCG-01 nspect at least oncee week and after eechl inch or / ^ SILT NCEy�Yithnsoll pia ea ov r th compact.a rough compass a e rea has ha p pe y bmzea. material end properly grade it. greater rainfall;make any required repairs immediately. - .`6 r� Z6- ) ulI/e erformance. 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 / �- / �XIrf al \\10.0o al sheen nnerkbncmexbtina trees.aria lt. hem lea n the construction site.This ma odic `\\� aM CONSTBUETIOR K ." cal / \ \
smoothleaving g v require pad S -
g ray watertrap a outlet.
n P rasing with 2 inch stone. - - - - •- LIMITS ATTL v -
NC-Ens/mental. Use getosee high tablevestability o s 3.Immediately remove
all materials spilled,washed or T� \ / / - - " N / -1( ��
J3.Provide drainage to ca to a sediment tra other suitable W t to d
\ jpeg 4.Use t rile fabrics In order to IraM the foundation In I a ve all objectionable
___ 7--
SILT FENCE page or g pis
170 .REINFORCED
CONSTRUCTION ENTRANCE/EXIT _� � �- \ � \\ � / sILr�Ne>` �r.r
�� S Lif01----OUTLET T)° - -
DATE PAGE �� \\ - - - - -\• - _-
MIN _1 SILT FENCE
- N \\ e \
�� \ - - - - 1 RAI E
•
+ T ' L .IIIIIIII.IIIIIIII.IIIIIIII 1 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION E�1sEMED . . PAGE 1 of 2
• --• � TOTAL DISTURBED ACREAGE: 0.77 ACRES
General-All measures will be inspected and corrections made after runoffpredudngrainfalls,Bratleastenceperweekminimum.The builder will insure that the censtrecbonactivitiesyeanyparticulerletdonetadverselyaffeetaeyofthelestallederesleevyntrelmeasures.If letcenstmctiendictates,measureswillbe LOT EROSION CONTROL PLAN
•
relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and graveIcensVuction enVances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
�~ LOTS 29, 40 & 41
s THE wnsHED ST 1i
- 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
objectionable materials spilled,washed,or tracked onto public roadways. ELLIOT FARMS, PHASE 1 B
VVIRE FENCE
HARDWARE CLOTH FRONT VIEW 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
...................
Y WIRE FENCE,
NryiBaTE that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall Ames.Take care to not undermine the fence during cleanout operations. FOR
STEEL
we.suED sroNE _ ND CLOTH IN TRENCH 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 CATES BUILDING INC.
naT� uIse rc INTOsoLmi uneAse AND HARDWARE 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.
NOTES: CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY
1.Hardware cloth and gravel should overlay the silt fence at least 12
^re Grassier and Mulching-The area to receive Tessin and mulching should beproperlyfertilized and limed as necessa as an initial see in soil preparation. Once the Tessin has been laced the area should be maintained as needed to insure that all areas are germinating An bare areas should be
o Stone. e e grassing e v D D D grassing D 9 9 y SCALE: 1't=100' SEPTEMBER 2023
oa 2.Stone outlets fieldshouldcnd 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 permanent grass,then atemporary grassing should be used until the growing season permits the use ofapermanent grass. GRAPHIC SCALE
and based on Feld 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
BURY WIRE FENCE AND B RE 8.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. III
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate now. 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 fee,
Replace stone as needed to facilitate de-watering. t inch = too IT
J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-En vir
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:9/Th/2023 9:15 AM IAST PLOTTED:9/19/2023 11:26 AM PLOTTED BY,Dennis Gas, FILENAME:G\CURRENT JOBS\CATES BUILDING INC\23-1E103-02 EWOT FARMS-EC\PLANS\ENJOY FARMS EC-LOTS 29.40 a 41.DWG