NCC242419_Site Plan or Location Map_20240812

tY°TgR'^ CONSTRUCTION SCHEDULE mains \ \ \ \ I I / /// / / //// �// /� r /////
]OHNSON FARM `�'ej 1.Obtain all necessary permits and plan approvals.9 and Sediment...M.S.permit end°CoMIN 4 of Coverage \ 1 ��
q (COC)must be obtained before any land disturbing activties@ow Acopy of Me ERSC permit,die COC and a hard copy of Me ti / /
plan must he kept on site,preferably in a permits box,and accessible during inspection. \ \ I 1 I I / / QO/ 'f�� //
SITE 4.Tharp clevGgndgrubinganystruction necessary
Brat, aren eas
on thea,reinforced ts.thyae starts ` / / _ _ / 77�/
oatldsavel cones.
oF .� 3.Finish searing and gibing any ne<eaaarr areas on the rota as may are arise. SODDING
a O v 4.Begin tut grading and excavation activities \\ I I 1 / / / // / / /�� / / /
, _ I s.eNginnannlinn<with house<onawcti°n awwaaa. rovEe�AP.AamnPrne° \ \\ \\� /// / // / 16 15�/ �/ //`'ur/O"/ /// //
6 A DISTURBED STEEP SLOPES(SLOPES 8%OR GREATER)MUST BE MATTED,NO DISTURBED SLOPES TO ` \ I I \ /
NAIRN ST t, REMAIN UNCOVERED. ®� II`
CURIUM ST err ].Finish all rough grading and house conswction.All areas not disturbed for]days needs to have temporary or permanent
WgrouMcover installed. ':1 ANomrMMma Nacas
B.Install driveways,walks and 1\ I\ 1 it. j,7/
9.Begin
f ewadmlof lot andstaili 11111 111.1i1i \ \ \ \\ \ \ ryy0 / /
/ / n /n I I ' 1 I O/// 1F1
10.Final grassing,mulching end ambilizing of lot In most cases Ibis will involve the insmllation of sod on Helot The silt fence will ` / / (P (/
in place until tM1e lot is sodded or gassing is stabilized end takes hold.
\ \\ \ \ \ ` / l ' I Ili
ll.Thecarrwcmr shall conduct self-inspections of the erosion and sedimentation control measures and complete the following MI ^I
combined self-inspection foes found on the DENIAL...site (17
/J
C https://www.dcq.nc.goer/abouVdivisions/energy-minerel-and-land-resources/awwwater/smnnwaer-prograngmdes-conswclion-pmgmm. ��MATCHED CORRECTLY. \ \\ \ • 1 f
U V Twelve months of complete inspection forms shall be kept on' d availablefir inspectiontimes.11 I[is recommrndetle \\ \ \\ \ \ / e / / / I I
MCGLp$KBy 401 copy be kept in pew box.RIGS.113A s4.1 MroughGS 113A 5]Sec- sISANCAC 04A0101 through lsA \\\ \\\\ \\ \ \ / / / / I
1 //// I I I
RD NCAC O4E General0504 Permit NCG 010000 NPDESf C Activities. /^Y/ /I /
12.Self-inspections f d sedimentation1 be performed 1 every calendar daysand
di'24h f every of greater di 1' h.Any needed repairs shall be madimmediately /6
/ drain... 1 C shall be d specified h details h'pl re gauge A b stalled \ 2 / / ( ( ( / t(/�/, \ \ \ \ / a/ //6/ / / ,
13.1 end final I Whenthe I m pe hall DEMLR 1 theMSC
PI fl DEMLR-nfows the Pewitk of the project I 4-inspection report,tM1e pewiax shall visit \ ��7��11!I.� p' - / / 43 I \
VICINITY MAP dot g M G01'maubmit dww Ntleeoftamimon(o-NO A$120 muagrnmlPewlt ewill b charged ml tluII'r f lfjUlMI iNl "�SODIS \\\\\ \ \\ \ \ / 18 42 1 1 zj Until he o-NOT haabwn❑Ilcd out ROLL
-7 OF .,dNll .. I \ I 0 \\\
N.T.S. • CONTACT EEI%wWATERWELL ESTABLISHED-IN SHE \ \ \\\
�� GROUND STABILIZATION WITxTHESOIL woaaM;E�pra „(=;;TMeM�an \ \ \�\ I ` \\
SITE AREA STABILIZATION cox a APPEARANCE OF GOOD SOD \ \ \/
EXCEPTIONS wsasaoum.aaraaxnx0 \ \\ \\ \ \ / , 1 \ \ \ SLOPES EXPOSED DURINTAILPAitUCTION
1 MUST BE SECURED WITH APPROVED MATTING.
DESCRIPTION TIME FRAME N
PERIMETER DIKES, 7 DAYS NONE II I I Y 41 CO TRUCTION NO SUBSTITUTESI SEE DETAIL' 1
ctlI^/ II)I 11
SWA&ESLOPESHES I `'II Y4 i III Vh it n,T»ana°m. \ N\\ \\\\ ` -� �19 - _� TRANCE ) 4 I 1 ` I 1 ' I
CSTILTFENCA
-� STRUCTION P I I
HIGH QUALITY 7 DAYS NONE - °^ non \ \ ` \ \ ----
WATER LIM4TS (Tr / I I I I '
ZONES _ v oaxa aoaraw. \ \ \ 40 WATTLE rf`
A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY (HOW) -"' -'': -"`'�" 8°R11O // I \
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR SLOPES STEEPER 7 DAYS IF SLOPES ARE roe ��Hoaaa° \\ \ \ \ // �\ s O PQjgd Ri�c1� I l \
COMPLETED AS AN EXCEL SPREADSHEET. \ REI ORCED
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 3:1 10'OR LESS IN /, / / - TFENCE/ \ \
EROSION AND LENGTH AND ARE General Erosion Control Notes \ \ \ �p OUTLET
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A NOT STEEPER y _ \\ \ \ \ 46 \
NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY 1.Only the areas shown shall be disturbed. ......,,,,,,/
39 \
THAN 2:1, 14 \ IlI 1 1
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE DAYS ARE 2.All disturbed areas shall be grassed and / / \ \ \ \ �- PD \ \ i ( ` \ \ \ I
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, mulched ass s pi ssible d maintained _ 6'B 1
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, ALLOWED until pemanent cover's established. / - - / / �� '� l
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION SLOPES 3:1 OR 14 DAYS 7 DAYS FOR %- ; \ \ \ \ \2S� / - - 4� \ \ \ \` \\ 1 1 1
CONTROL PLAN." FLATTER SLOPES GREATER 3\S-
THAN 50' IN \ \
LENGTH \ I I \ ._ i// Jl� -\ (- \_� _` \\ \` \\\ \\ \ 1 1\\
ALL OTHER AREAS 14 DAYS NONE(EXCEPT I'I I I I ��/ ..........
II--•t-{\%trD��s ' \ 62 \ \ \ \WITH SLOPES FOR PERIMETERS ��/// I I j/ - t\ 37 _ 48 "As \ \ `\\\ \ \
FLATTER THAN 4:1 AND HOW ZONES) \` 2r� -
DATE: PAGE: I I ,,�` `- I� _ - J\ \\s S / atu 5 $ / tit rvoT.Pro.ted against erosive velocities may be substituted to DATE: PAGE: (\ - ' / � - ��O 61 )20; om'
FLOW, rea to be 1.
Hr- ill.0 - ,- -in silt socks
,rMna - I - 'll_11F z. - - compost -� ' 36 - P��
2 x r 12.■I StOkee MIn' Stokes s. it sockmwame(s)Aou installed parallelm l�E_ _.� G � 1 1 _� / � �\ �\ \ \ /
SECTION SECTION tie(uil«a ebee of ellow I ff 1 ll �c �. P \ I &c,,,,,N.I.,,,,,,,,:t.,___.
- _ / / j /���'.•,\'\\ \ .-.....\
` /l ) )
fiat land meldelnsae sera silly lowpero ¶ 11 `6 P P \ \ \ \ \ . -\-,, \ �� -' _=2D / )
°"kar' 'S a•�^0` meld going Anal an e q q ly u HOUSE �a Nous'S A'1:1 " `\ / .......
\ ���- 20 Z\ -
p 1 i,I 4. Oak or other durable hardwood makes with a 2 \ _----
II) W In..2 In.cross sectlon should he driven
vertically plumb,trough Me center of the aft
Trench Inmaximum Marvel of 4 feet or a interval a r O. -RO. AY socklwattle.Stakes.ould be placed Ma I
-RO NAY ...ROADWAY -Rs. AY -HO. AY -HO AY -ROAa�;AY \ _____,./
./ \ -/ - _-
or tom ground a Min. 9 the Me bl/wattlets are used on e(ii need inn 'L CURB INLei�oce or tuna; Notes: •; \ \V \ // / / �\ \ `Ls0 =E E� �n aI/z h g 5. 1.Ili neeeed,Tree Pro[ecdw fensng snoam be mstanea along the barreaone,wenand / \.....
- - \ DIUIrvA
umRErvcnEDlNsrALunory TMe ^.o ..or..�mewrort�.erv...mwr� vy
boundary and/or around protected trees,provitlingaretlius of at least 1.25 feet for each 1 z ,� i-� D
sock/we.M old r place during runoff events. LEGEND inch of trunk diameter. --
ISOMETRIC VIEW 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \
\
' / / \ ��
t' attarea.1 in.or greater rainfall.Remove N i- schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are / / 190 58 i
mulch er our COMPOST SOCK INIT.now RAIEs SILT _,_,_ contiguous and have different land owners or builders.each Iql should have intlivitlual Silt I I / / / / �-
s m as Fences. I - / \ \ _ -i -� .,
for Unlrenenee Red �•ts ^m'n anm) 2, aura mud be replaceandaggetl or ENTRANCE ® 3.Inatall required 5111 Fence within 10 feet Of property line lO ensure there is nD con6iCl with 1 I I l \ /// / \ 1: ����J[J[�j� 00 o needed to albite Mr adequate
(iao gym)(sD gym)(Roo gym) CONSTRUCTION septic system It is the responsibility of the builder to ensure the installation Of sediment v �\ \ `�[ ro
Sheet Flow--... Promro Be tseek r - control measures does not impact the septic system and repair area(s). I // \ / - E- - J_ /' \
silt Sock/HLe ymm(axj (IaTrmj(usrmj I`M� tie•cem I`„o s sat/waft may need to.repieced e CURB INLET 4.At least Construction Entrance/Exit to be installed [ es
Wattle (,Tab m) (sea m) (5°D m) - per o. I es
work A Hyaorrlle n'. S0. Romani,damaged ordwodged. 5.Waste bins and other areas dedicated for managing building material waste shall be at \ // / \€ N �` 50 ` �� \ Q
a o• P,% tm n Ira,„ z�.n m`a disturbance is competebe nd inspected ant �e least 50 feet away from stone drain inlets or drainage ditches unless it can be shown that \\\\�//
(m a(' (I ( (a n Lee mbl a o other alternative exists.If this separation cannot be achieved,these areas must be \ / // \ \ \ \� �_ j� \ .2'
life/m) I/m/m) I/m/m) V..) I/m/m) measure as nPemrane ys iae n /�
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
` //�� - �. ��
�_____ Deaimef Sm the enconstruction sOufler,present. \ \ \ / / \\\� \ I-r
..\NC-Environmenlol.jpeq ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \ �/ �// / \\ 1 ` 333 \ / I .1
provided on additional sheets.Erosion and sediment control details are not drawn to scale. /
TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE: -II wire Fence ..-Filter Fabric PAGE: \ // \� \ 51 �6-�
�e'M strength retie r°^u r Wire Fence PI i fs \ Backfill trench ,\\\ ` ,j//// _- / - N \ `\ / __ `
smel Pcsr s Max Extra a ecwmumw and Compact DATE: PAGE: / \,�
CL rek .� Steel Post ...�tnorou9hlyac updape / \`\ \ �� // \ �• \ wJ2 // _
--
Plastic o +% .a } Ili J / �� ._X 52 / / T�11- -� ��
tie: C la .tA / \ J '� �/ - - '/ ` \ \ _
t X ,=,a Mtrena a�in Boa/ r. �' -�j/i � / 1
1 Filter Fabric e441,1041. T`°'a ^ \ \ 53 -�r4 I I
1. ConStUCI the Me m synmevc filter fabrics.
(Higher CROSS SECTION VIEW / _; / / \ 2>� / / I I ve�
2.EnSUre thatm BBwwelscliine fen.dOeufficient to e exceed Ove the \\_
3 Construct.impoudvolumesofwate°mtinuouam cutfmthe of the
structure)barriertoe " .r �_ �/ / /are
necessary,securelysmarmfn me fiimrdom one ghfatertd stwm4 team Amu post Ai OP w-w w r r r� \ /
\ \ / �- \
4.Support etandaN shengm lifter fabric by were mean fastened securely to the upeb Extend Melntenence. ,•. i% r r ` / ^\ i �i�///
Ile wins mesh support tome bottom of me trench.Fatten Are wire reinforcement, - ope 1.Inspect sediment fences at least once a week and after each l sMn -r w r cow'" ` - __ f \ / CONS CE TION �j \
°ae ar me fence post Wire orpastczip tee shoed hag a minimum so pound to rece inch or greater rainfall.Make any required rapers mmeaatey. ' r r - N7 !'°- ����t �- __-
5 WM1enewire meaM1 auppaaknce is uses space pwtaemexlmum of apart.S Supports sub be driven BMuethefabncda sediment rence collapse,tear,decompose, Y 1) 1p�
�nndenmmegmmearbrtmmm�r nnnea arts ashen yere�aeedp0mpry / 11 ry ,x,W , ` - \ - cHrlit hers ri6e
6.Ex,asiren°mfterfabricwiM6footpostspanngdoesnotregdreawiremeshsupportfence.a ray 3.R.maveeedment=in'sn't arytopr.&adequate
ides mealter fabric dredytoposm wire orpasgc zip Iles smug haves minimum of 50 pours tend° storage volume iris hem rain end reduce pressure mme - "' w.war: p4 �� -- CONSIRr16TI• Q ILTFENC ` / /
atrengm7. m met fence.Take rare to avoH underm rise mefrnce during '\ /� �� a_ ITS , ) �� / /QI �� \
upslope from the barrier. 0,Remove all fencing materMls and unstable sad...eggs approximately riches wide and hares p org proposed near posts Construction: Maintenance: a -- \
lime 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 / _` WA LE _]/ /I 't'''
9. s011 pieced over then...and canoe..Thorough companion or the basin is drainage area has be p pay stabilized. material and properly grade it. greater rainfall:make any required repairs immediately. �� . . .41, •e�� / I m ��Badm the lrencM1 wHM1 m and side of the Wench. and 9 grade
sine ea �y ��rdrrl�I/_
e performance. 2 Place the gravel to the specific grade and dimensions shown on the plane and 2 Maintain the gravel pad in d ti 1 prevent mud or sediment / �,cY /29 I Fri' /
\ _
D. uecn fitterkbdnme:isfng trees. sib ` 4 c'� G _smooth it from leaving the construct T This y require periodic / -^� / _S.Provide drainage fabrics
$r water to a sediment trap or other suitable outlet Immediately
rig with inch stone. < - --- \� � (1• '/X m 1L�
\ E f J _,..„-r
' m 1 _
ANC Envrglment°I 1peg 4 Use geotextlle fabrics in order to Improve stability of the foundation In locations 3Immediately remove all objectionable materials spilled,washed or / Tj _ _-
JSILT FENCE subject to seepage or high water table tracked onto public roadways. R INFOR D
SIL�,',EN /
CONSTRUCTION ENTRANCE I EXIT _\ -\\ \°- ET \ - 7 - 7\ -
\ /�S _
DATE: PAGE: 1 pn
4 MIN. _ FENCE 1 \ \\ -� l O ' \ - '� ' \ 'A_-"' E,' - l
- /alcr PAGE 1 of 2
' L ,il1111 .11111111.11iiii i , MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 0.52 ACRES
• -- LOT EROSION CONTROL PLAN
General-All measures will be inspected and corrections made after runoff product g rainfalls,or at least once per week minimum.The builder will insure that the constmcbon act vibes on any particular lot do not adversely affect any of the installed erosion control measures.If lot oo tract on d crates,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 27 45
THE consHED 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 all ELLIOT FARMS, PHASE 1B
s objectionable materials spilled,washed,or tracked onto public roadways.
................._ - FOR
HARDWARE CLOTHFRONT 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
wIRE FENCE .._...._...._...
� V WIRE FENCE,
FILTE 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. CAV I N E S S & CAT E S BUILDING
STEEL
WASHED STONE _ 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� caourvD INTO
sou cI"aourvD 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 shouts overlay the silt fence at least 12
�s^re Grassing and Mulching-The area to receive Tessin and mulching should beproperlyfertilized and limed as necessa as an initial Ste 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
.`e°ao a°g inches 9 9 grassing 9 ry D D D grassing P 9 9 v SCALE:1"=100' JULY 2024
oa 2.aStone outlets nd
eldcbepions. 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 SCALE
antl based 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
BURY WIRE FENCE AND B RV V OF UPPER EDGE OF I.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.
I II
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"" IN lbeg 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 fit.
J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envir
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:7/2/2024 8:05 AM LAST PLOTTED:7/2/2024 8.45 AM PLOTTED BY.Dennis Elbert FILENAME:G\CURRENT JOBS\CANNESS AND CATS.DEVELOPMENT INC\22-2017-02 ELLIOT FARMS-EC\PLPNS\EWOTFARMSEC-LoT52)&45.DWG