NCC241477_Site Plan or Location Map_20240522

GY°TA, CONSTRUCTION SCHEDULE main" \ \ \ 1 I I \ / /// / / ' ///// /// /� T �///7/jOTtNSON FARM E ko I.Obtain all necessary permits and plan approvals.E and Sediment Contml(EffiSC�permit end a Cerdfiaa4 of Coverage V / /
q (CDC)must be obtarded before anyland disturbing activtim occur-A copy of Me EGSC permit,Ow COC and a hard copy of Me rp /
plan must be kept on site,preferably inapewita box,and accessible doming inspection. \ I 1 I / / / / p0/ 'lry� //
-SITE ZImtallgravenaonahvc5onrntrenaasfimLMenmltfences,relnfumedail[fence \ I k // / _ _ / / / / AV 7/r/
S' ' .,,-, outlets avelconnd w.
oF .� 3.Finish clearing and grubbing�r necessary areas on.1..mey are stance. SODDING
4.Begin tat grading and excavation activities / t /K �/ /
?,I _ �I I 1 s.Begin or with house construction activities. \ I \ /// / / �16 15// Ip ///�� / ��j/ �/
_zl -T�--� 6 A DISTURBED STEEP SLOPES(SLOPS 8%OR GREATER)MUST BE MATTED,NO DISTURBED SLOPES TO II"
NAIRN ST F. REMAIN UNCOVERED. ®�CIJRRIN S'T am ].Finish all rough grading and house crnswcdon.All areas not disturbed for]days needs to have temporary or pemranent \ /
Wgro�Mcover installed, axes nxo mrMNwe Nacas
B.Ins Il driveway,walks an ( //
9.Begi fine gad'Bo[lot meaa�aos `\ 1 I \ 1 \\ \ \\ rLyO / / / I / I ' I I O/// ��/ /
10.Finalglassing,mWching•nd stabilizing of lot In most cases.is will involve the installation of sad on Ne lot.The silt fence will // (/ (P(//yCa (/ 1/•.•./^C
in place until tM1e lot is sodded or gassing is atabiliud end takes hold. \ \\ \\\ ` / n / m I I ' 1 I I
STROWELISAHANDY
11:
ll.The canes or shall candnm self-inspemiomrs of the erosion and sedimentation control measures and complete the following ^I
omb lied self-inspeedan face fowd ran the DEMLR websiN ] /J
https:l/www.ticy. goer/abouVJivixiuns/energy-mineral-and-land-resources/stOwens[er/smwwater-progranJnptles-wnawction-pmgmm. ��mxmxep coHnamLv. \ \ \ \ (.17/
/I1 AJU VTwelve months ofcomplete inspxtion fowsshall be keptrnsik and available for inspection at ell times.It is recommrndetle \\ \\\\ \ \ \ \ \ e / / / /q O)s,_
eT UyTI k11MCGLQ$KBy 401 pYb kp' pew b .R IG.5.113A 54.1 Mro gh GS 113A 5]Sec- ISANCAC 04A0101IIwugM1 ISA \ \\\ \ jT //// IIRD NCAC O4E 0504G IP NCA 010000 NPDESf C A \ \ / /
12.5 1(' P f d sedimentation1 be performed 1 cry calendar daysand �%, \\\ \ \\ \\ \ \ / t
rb'24h f every of greater.an1' h.Any needed repairs shall be madimmediately
d ed. 1 C Mall be d specified h details h'plan. gauge shall b installed
4/ / / / SIL(TF_1C 7� /66
h f \\\\ \ / I I 1 / E,/N O':C:D
13.1 d final 1 I WhentheI thepe hail DEMLR 1 theE&SC • • \\ \ 1I/ l / B LT E C:
PI After DEMLR-f N P - of the project I t,--Spec- eport,.e pemgee tillvisit \ •
\\ / 43 0 TL T \do g MCG01 to submit an Hww'Notice of terminatMn(e-NOT}A$120 annual general pewit fee will be charged � rvH (11 •N U I,2581/INN••• \ \ 18 K /,^'
VICINITY MAP until the a-NOT has been filled out I' f if ll 71, f!!! .. \ \ ;/ 42 / I I WATT \ \ \
�mhw OInAME {F .,rill MOW PODIS
\ V� V / 1 �'D \�
N.T.S. • CONTACT AS WATER o wWATERWELL ESTABLISHED-
�� GROUND STABILIZATION wwTHaapIL Woaax; aanraa,,;TMeMOWER \ \\� \\ \
SITE AREA STABILIZATION wN APPEARANCE OF GOOD SOD \ \ / J \ NTRAF/�CT•N
EXCEPTIONS \ \� \\ \\\ v // rid ` TENT CE` \ \ SLOPES EXPOSED DURING CONSTRUCTION
DESCRIPTION TIME FRAME " N // ' I 1 MUSTBESECURED WITH APPROVED MATTING.
NO SUBSTITUTESI SEE DETAIL PAGE 2
PERIMETER DIKES, 7 DAYS NONE II G III III 'II n,T»vnrnm. 'e \\ \\ \\ \ \ / _ 41 _/ 4 ^' \ \ I ' I 1 1
SWA&ESLOPESDITCHES I���i��� �I�I� I��j��I ) N \V �� 1 I I I 11`
HIGH QUALITY 7 DAYS NONE °^ awn \ \ ` \ \ \ / / // I I I I I I 1
WATER ZONES v same ROOT Nkr \ \ \ \ /' 40 CONSTRUCT r` I1 \
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY (HOW) -� - \\ \ \ �\ ENTRANC / /
NCGS 113A-54.1'IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR SLOPES STEEPER 7 DAYS IF SLOPES ARE 7� J
COMPLETED AS AN EXCEL SPREADSHEET. l \ \ I` _ ENCE $ LA r old Roau ( ( l \ \
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY O THE APPROVED THAN 3:1 10'T LESS IN Only ' / \ \\ \ / �- CONSIR TCTION\v 4C) / 1 \ K
\ \EROSION AND LENGTH AND ARE General Erosion Control Notes o MI g\ V \ \
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A NOT STEEPER / \ / WATTLE REI FORCE
NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY 1. the areas shown shall be disturbed. ...7",,,,/,/
39 51 TFENC \\
THAN 2:1, 14UTLET \ I
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE DAYS ARE 2.All disturbed areas shall be grassed and / \ \\ \ / _- AD \ \ 1
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, mulched ass s possible d maintained CSILT FENCE° 63 ` \
DATING AND SIGNING AN INSPECTOR REPORT THAT LISTS EACH MEASURE, ALLOWED until pemanent cover s established. '/:_-_-_-.-----__
/ - - \ \ \ \ / / (ryp) \ \'%
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION SLOPES 3,1 OR 14 DAYS 7 DAYS FOR a % 1 23 / / `� ENT STNCETI
CONTROL PLAN." FLATTER SLOPES GREATER �� \ ��33��-- �y]
THAN LENGTH
IN I \ 1 1 \\ \ \- / =- -� o \�_ S T LE,4....., \ �P \ \\ `\\ \ \1 1 1
ALL OTHER AREAS 14 DAYS NONE(EXCEPT 1 /� r o-hues-EasEliE I ` REINFORCED \\ \ 1 1 \
_ J �1L�FEN \ \ \\
WITH SLOPES FOR PERIMETERS \ �- ( 62
FLATTER THAN 4:1 AND HOW ZONES) I ,L,yp -� OUTLET
DATE: PAGE: // /I
_- �\ \ 37 - 48 - \ \ \ \ \
Silt Sock/Wattle Sat Sock/wattle NonE: DATE PAGE: I ' �� �Z2p 'DM___6)::::INAc EA `
a.MI Area
FLOW-_�_ lie II...=am II 0I Protected
•
against erosive velocities may,e substituted'. Other matedals providing equivalent protection
/ �_ \
t2"Mna ^. - -aLl_11E z. - (,`, I 1 36 _
■I 2 x 2' tz'In
'I 2..x 2 pth.sea ea.p g.ao ram depiorerm'. "A" "B" "C" "D" "E" "F" "G" ^H^ ( ( ( \ -- 'p EM�IV I �` _- \\
5tak.a Stokes a. um ofsbowdbeyondthe.ofam \ I ` �� / -\�� \ � ) '
and a ma,ofamhamntltn. of `� _ _
SECTION aEaDoN ;bslftao edle(ullrnet�be u �, ` _ • )
s1 k/wland amel(S)Svent runoff a around the bmero ; '6 �'S A� \\ \\\\ \\ - /, \/ /\ _=2D
tn.' meld ag R R it ll HOUSE �a Hous1:2 H / \ 20 Z
4. Oak or other durable hardwood sre.with a 2
Inch x 2 Inch cross sectlon should be.driven
___ __ ___-__ ,..00....,
__ _______. ....,
,..._ .
. . .
., ___
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oche e a tea ea n a4 mnh ° rIAY� - RD -Roao socklwattle.Stakes should be placed at a ''''' 1_ 1,1 IL., MI I-. ,4 6_,, 'wAy -Rs. AY -Rs.a AY -Ro Av -ROArmAy,_,. .., \ \ \ ' \\ __ _- •\ zo DIw NA �_
Wood Mulch or Com ground a Mn. 1 '`CURB INLET EOFCURB Notes \ \ •\\ / / \34
L �E MENif�
umRErvcnEDTh 1/2 height of sTAL✓.nory 9 5sacks/wen.are used on pavement)heavy 1 If needed,Tree Protection fencing should be installed along thebuffer zone,wetland I 1 \ - \ -\; `
IN ,"�•.vmw.uo ..ma.�m�.ro.T-..a,.v...mwrx boundary and/or around protected trees,providing a radius of at least 1.25 feet for each
Z /1\-_� I-� 0
ola, p ea g oaeveNa. LEGEND inch of trunk diameter. 1
ISOMETRIC VIEWMAINTENANCE: 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \\\ 1 \
\
' \ ��
I' aRn N @- schematic/diagram and Feld adjusted,if necessary,for placement at low points.If lots are "Ni 1 I I //� / / 190 �\ 58 \
contiguous and have different land owners or builtlere,each lot should have individual Silt 1 I I \ / / \ \
Compostmulch or w SOCK wlnu now RATES ea Fences. _ - ------
for .,
u..Metl rued m o.t. ---
COMPOST S(wo,,,0,)(o,n,n, coo,n, IF Y. rrns aids must he replaced a dogged or - 3.Install required Sill Fence within la feet of property line to ensure there is no conflict with / �\ \\\ 1s 200_ �- ��
Sheet FIow-� nm)n ram) B. ENTRANCEseptic system.It is the responsibility of builder to ensure the installation of sediment \ \ \/ ` \ ` \
ra ea ts�k r DontrDl measures apes not impact the septic system and repatrarea(sb I 1 /�/ \'--------
1 AI I E- -' �� -
silt Sock/xLeyum(axj (1a5rmj(usrmj 'i•ce•� Ir..cei 'i�.i a CURB INLET 4.At Construction Entrance/Exit to be installed I[ �p
Wattle (,Tub m) ON m) moo m) - per o. I CJ
work A Hyea„IIe FI'. 64. Roman if damaged or debug.. 5.Waste bins and other areas dedicated for managing building material waste shall be at \ // / \ N �\ 50 ` �� \ C
g (,'x tm�x 'ms°/sx z2,,x .(3„.ma disturbance is competebe nd inspected doveMe least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that 1\\\\
(m s(I (r ( n Tee m4...... o other alternative exists.If this separation cannot be achieved,these areas must be \ / // \ \ - /\ \� �_ j� \ .2'
/W. Wm/. rAiri. VW. Om/. "TT.as npermane yn \ /�
contained behind Silt Fence. F, /
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6.Inlets downstream of disturbances should be protected:streets should be swept when ` //�� - �. �_
�_____ sediment from the a Sill activity is present. \ \ / / \\\� \ \ I-r N
-\NC-En vironmen lot.jpeg T.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \ \ �/ /// / \ \_ - 33 /
provided on additional sheets.Erosion and sediment control details are not drawn to scale. / \
TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE: wire Fence ..-Filter Fabric PAGE: \ // \� \ 51 / �6-�
I--. ,--I strength fabH �� Wire Fence PI iMre \ Pock(ill trench ___-____-_.___-_-_ ,\\\ ` , //// \\ `\ \ / - __ `
areal Post SMax.Extra a fabric without wire ondC t DATE: PAGE: / / \.s
(EI mfe � 1 Steel Post �...rthorou9hlyac upGape \ \`\ \ �/ // \ RJ2 / 1 mil _ \
Pw�a`tea 'a } Ir J / �� '_�/ \ �53 / /��11 -� ��
C t 4
X »trend/ at „. . •Min �o�a ,ram' y" \ _��\/ - �\ \ \ \ - \/ T
Filter Fabric ro e T FrO^/n \ / / \ \ \ 53 -�4 �
sediment1. Construct Mo waned 24 es above the RaB6SECTION m w /conotrumioni , \ \ \ \ 2 I 49
2.Enmre that may impound e height
of the
to cameffauretof ) he 0 (Higher \ I\
ConMu
a necessmnecu filter fabric continuous roll entrome length st the at eaatrnenaweek and aver ea. / 'I r_ :.• • \ ` / N \ �_�[d - / ���- �I joints are `
neuesaary,aecnreNfasmn me 6lmrdDm nnvmasnplmn post • .. � r r ,•
4.Support standard Wren.lifter fabnc by care mean fastens y Extend 2iommnance. ,•r
mewnemeshsung.tothebottomoft,eMen.Fasten„„wirer.nforcemw , ns.ct 6 Mn ,r r. �� \ ��
edeof.efenaepaatWireOrpa.na.pteashandhaveamnmum50poundt. reng inch or any required repa,ammedaty 1 r rr-'
5 When a wire mesh mono...is us.,space posts a maximum of B feet apart.Supports should be driven Should sediment fence collapse,tear,decompose
ee"nmly'ntnwegroundarbdmum°radnches. ' or become replacefPm.. \ - '-yy �y p# ,.. _ \ c'1.1f11 eT'S 1'T�e j-
6.Extra abeng.titer fabric wiM Mot poet Spacing does not regdea wire rngh support fence.Secur y 3.Removesnecessarywpm..ade,uata • .......
fasten the filter fahrcdremv to paste Wire Or pink zip Iles shoed have amnmum of 50 pound tense storage tor. do and reduce pressure on the - - •• 4144' p4 x v �{'/ /
twat re to avail nnaerm reline a ' \� �� ,_ 27---' - / I'��
7.Excavate
ben.
e har
den m y ""nee wee and einmea p along proposed Imam posts and 0 0 4,Remove.,fencing mate..and unstable s.ment deposits Construction: Maintenance: '` *o / /I aI/
8.Pla.1.2 inch.of fabric after the contributing 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 1 inch or / 'F'i'
.oil plead over tne6lbrkbnc end compact.horough companion A the beddllIs drainage area has be properly stabilized. material end properly grade it. greater rainfall:make any required repairs immediately. .`6 • r' /� 28- / /I "' ��
amens.rlarrnanc.. 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 / �_ pdv 1�rdrrlll/_ \\ -
10.oo not attach 6fterkbnc m existing trees. smooth it from leaving the construction site.This may require periodic `\\ P / /29 I Fn' / \
.\NC-Envirglment°I.jpeg Use getoseeg high tablevestability or a n locations 3. p no withremove
objectionable materials spilled,washed or / �/ /I t
J3.Provide drainage to carry ter to a sediment trap other suitable outlet to d sin
4.Use t the fabrics In order to IraM the foundation locatl Immediately¢move all old T\ / \ /
SILT FENCE page or g trackedo publicc (
\
CONSTRUCTION ENTRANCE I EXIT _�\ -------\ \\ \ \"O /-r-7 I 1 -
� � _ \ �- `
DATE: PAGE: \- - 1>n
4MIN. _ FENCE 1 \ �� -� \ -� l n O ' \ - '� ' \ 'A__"' E/'/ - l
- - /SILT PAGE 1 of 2
T IIIIIIII.Mini.Milli I1.-:.-.`..'.'' MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 0.89 ACRES
I -- ' LOT EROSION CONTROL PLAN
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 IN construction dictates,measures will be
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. LOTS 46, 47 & 6 5
THE Wn5HED ST I 3 - 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 NI ELLIOT FARMS, PHASE 1 B
s objectionable materials spilled,washed,or tracked onto public roadways.
................._ - FOR
HARDWARE CLOTHFRONT.. 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
wIRE FENCE .._...._...._...
\ RY WIRE FENCE,
riuro that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall trees.Take care to not undermine the fence during cleanoat operations. CAV I N E S S & CAT E S BUILDING
STEEL
Wow 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 AND DEVELOPMENT CO.
zsr� c6ouxD INTOwul APART MIN.
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
�,p^re Grassing and Mulching-The area to receive grassingand mulchingshould beproperlyfertilized and limed as necessaryas an initial stepin soil preparation. Once the grassinghas been placed,the area should be maintained as needed to insure that all areas are germinating An bare areas should be
.eo47tlo a°g inches g 1 D D g 9 ySCALE: 1"-100' APRIL 2024
oa 2.aStone outlets nd
field conditions.
low elevation areas of stet 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 SCALE
antl based on geM wndilions.
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 RV g 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 relnfall 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 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"" 1H lbeg 5.Replace stone as needed to facilitate de-watering. 1 inch = TOG fit.
J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envtr
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:4/9/2024 1:59 PM LAST PLOTTED:4/9/2024 4:36 PM PLOTTED BY.Dennis Glibert FILENAME:G\CURRENT JOBS\CAMNESS AND CATEs DEVELOPMENT INC\22-2017-02 ELLIOT FARMS-EC\PLPNS\EWOTFARMSEC-LcT546.4Tk65.DWG