NCC233457_Site Plan or Location Map_20231122

o W CONSTRUCTION SCHEDULE vvro a a.Erosion aoa sediment cnno-ol &s a a ceme<nre of Coverage / / / \ \ \ \/\Nwop9 eR A vz (E C)permit an ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
o0 p4S s (COC)m"stbe obtawed be rUUTHlanddisturACM activities occur.Ampy oftbe E&SC permit,WUCOC and a hard mpyof the / ` \ - NCGS 113A-54.1TS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR
y �¢4;g31 plan munbe keptonsik,preferably in a permits box,and accessible during inspection / / // .--*/
/ \ \ COMPLETED AS AN EXCEL SPREADSHEET.
.< 2.Ins all gravel constmenon entrances RUU,tben satknces,reinforced sat knee / AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
Tins owlets and weeles. / / / \\ EROSION AND
PUR '( '� 3.Finish clearing aoa grubbing any necessary areas on the lots as may are sTUGUR / / \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
'S' RGB F<�n 4.Begin la grading and excavation ecnviuee / / / / '''''''-'\..
NCAC 048.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY
Rogo sR./aa,T Pi. 0 S.Begin or continue with housecTTSMSTon ectivinw. / / / / \ ` -� INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
es,
6.Fin isS all rough grading and M1ome wnsCC TT. \ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
SR-Lsg> ].Insall driveways,walks and patios. / DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
�'� `� 8.me mine grading of areas / / J
re® g< gin most / / I \ \\ ` / -` PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
QWS 9.P Ig g,mulchingolid Sabi g fl & 11 I d,installation of cod on the I \1 CONTROL PLAN.-
t;° place1 M 1 soddedstabilised and k hold. _-
10.'The shall d elf'pe f W and d' 1 measures and complete We Mllowhm /
hups://www.dchnc.govtahoutbdivisianidenergy
combined elf-pee f found y M1 DEMLR b wester program/nptles conswcfnn pmgam. \
Twelve months of complete form shall be kept siteand 'Iabl for iraspmion et all times.It is recommended / / I \. \- -� \ //�// /
UV SOO in AST...RED
SITE copy be kept lna permits box.
neRecGs.113nsa.lmmnghGsiians]sretanalsnrvcnc64A.6mlmroughisA /� �- /// SODDING
NCAC 04B.0504 Grnerel Permit VCG 01001NI NPDE3 for Conswetion Activities. \ / / `
111' it.,, &If insPecdom for o ion d sedim m io control measures o b P fo tl a east once ev s en calends days d I / \
n' ° within 24 hours of very a ant of greater than linch.Any needed repairs shell be made immediately tram' measures as I I ' `, \- ////
((
1 a TH designed All ESC measures shall be maintained specified in the construction details on this plan A ram gauge shall be installed // --- _-- // Amara Bilii"NE MIPS
p P54 54-� 12.Ivspe at theproject
site far mitmceg mJ complete,the permined shall correct DEMI.Rmclose out the EffiSC I I I / / / / / ' \ /�% / ��z non and final am letters.When the rise 1
a N>.,a O� �b Plan.After DEMLR informs the permhee of the project close out via impecnon report,the pvminee shall visit "-- ` /// / I TOOL FOR nucnin.O.ine
70 '( >oR "deq.no.govM0001"m submit an eleotmnic Notice ofmmriration(o-NOT}A$100 annual general permit kewill be charged I I / / / /// / \ I I I I �� axoa nxo rauaMlxa metes
S
PS Nat until Me e-NOT haz been toed ant I \ /// / \
MIR,„-.,„,;,.,.
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a aSpOrD eg.� r Ga I I I ( I / ...._. ,
\ \ I ) // //i// \ 1 I I I I / // r`HED CORRECTLY
xMONT ROAD eta- �dRMYROAp aR.l3/9 \ I I I ' I I I / //O•./ ///////_� \ I I I I r r /Jiii
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1 �. I ,/% ,. 1 III ''"" w.,Ea,D.DaamOr. lII mOwwHaqu ,iw
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� I I I � ' 1 i ' wnHTHe,aLACHIEVE Finn TAaT aoo NEEDED. WELL H,a t a. aMo
I / �// // I ' ' I I I N APPEARANCE OF GOOD SOD
I I1 I I
VICINITY MAP I I I 1 I I r I ( 1 A. I I I I I ( � 1 I I iVpiiiiillIkj, .:==.,,:,.„"
I / ROADSIDEJnoeso
N.T.S. I / I I \ 1 / ROADSIDE // /// DITCH f I I I °moor.,..
I I I I DITCH / /// / _
DATE: �I PAGE: I I \ I I ) ) ///A� ///` '` V )))) / I l I f~. .....
F 4 MIN. "1 FENCE ) I I /
\ ;b♦�of / l I I
faLT I i ///
iIIIIIWI IIIIIIII IIIIIIIITI .°I •
., 1 Hit
I / �\ ;'//�; / //l��/ ��l �'�i
II \ I \- � 1 r- __ set / DATE: PAGE:
it I I II _ _ / I
\ \\ / / I I /// // �- OFFSITO
AsovE rnE To [ \ I / / / I I \330 //� /// 335- SERT14s R
THE wnsHEDs \\ / ) / ROADSIDE /// -LLOT9 �®
sWIRE FENCE
\ \ ` ALDITCH 33� /�///-
ff JL ✓L q r p r� vF iT- ✓! ✓! `�i S,
/ / /I CONSTRUCTION"m / R ti G E_ % R os 0 e sy
HARDWARE CLOTH FRONT VIEW N.M.(WIRE FENCE, \ \ \ \ I / / ) LIMITS //// ROADSIDE /
/�/ /_ 3- -DFFSITE�//� R Hous R it ll -1 Hous Hous t- ous �'Ilous HOUs Has
MAX2'APART F //// • /// 3_24 __SEPTIC
WASHED STONE 1 POST I FILTER
a H ✓ IYIfY
FILTERGF B H
PD9
- s
I ERF aRc INTO SOLID GROUND / .// 4 ]DAY GROUND COVER IN DITCH WHERE �dJ// y�T . ,p r _ n Hr �J T
NOTES •oN caouxD 1 Hardware cloth anti gravel should overlay the s It fence at least l2 I �� o: 3y W' DRIVEWAY PIPES HAVE BEEN INSTALLED �\ / EOP n-vT H->-�-Tn- n�-r Iss-•r ns-v
"t�� Inches oo_. •, /// (TYPICAL ALL LOTS) 20 Y /
g�gR..I 4 i , y ��/ / Note
2 Stone outlets should be placed on low elevation areas of silt fence SILT FENC JOINT CONSTRUCTION--
ENTRANCE LEGEND 1.If boundary
Tree Protection fencing should be installed along the buffer zone wetland
II�L and based on field coed Lions lib \ I Typ ENTRANCE BETWEEN LOTS
\Rv MAINTENANCE. (PM.)
) \ /// / OFFSITE / N boundaryand/or around protected trees,providingaadLsof at least125 feet for each
J I 5 �_ /// /// DRIVEWAY / �g�EETIC FOR inch of trunk diameter.
OF 1 Per NCG 01,'nspecl outlet at lest once aweek and after each l'nch or O3O REINF RCED WATTLE . /// /// PIPPIP=1N 006R' X LOTS / 2.Install Silt Fence on the low elevation sties of each lot Install Silt Fence outlets shown on
HUROwnaE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairsimmediately. �, SILTF CE ^• - o���'G7 DIVERSION OTCH schemer Gtl'agram and field adjusted,(necessary for Placement at low points.If are
2 Freshen stone when sediment accumulation exceeds 6 inches. O / / / 1 \ \OUT / •v"-old ' //�/ /// ,� / � ��/ �� �o-T� contiguous and have different land owners or builders,each lot should have individual silt
3 Keep mesa flea of debris to prov tie outlet to flow. ¢ / _ -- _ - /// /// /�-./ / ® Fences.
sEcnoxv VIEW 4.Remove stone as
when half of stone outlet s covered. I / \ 1 \ \ \ _- (ryP) A ' OAT 550050 COVER IN DITCH WHERE / OFF I$TES- ' / J 3 eptic system,Its the responsibility of the builder to ensure the mtallabon of sediment
\NC Envir�Il iemui.lyeN ' /�. WATTLE 0 / / J / CONSTRUCTION ENTRAN s
L.
__J SILT FENCE OUTLET / / / \ ` \ \ \ /1� }:.f� / DRIVEWAY PIPES HAVE BEEN INSTALLED S FOR/,/ ,, // control one Construction
not Entrimpact ce/Ex,septic be d pepalrareaI I
/ J \\ /// (TYPICAL ALL LOTS) L 14��'Ib / d.At least one Construc[on En[rance/Ezt-t b - tall tlper lot
1 / \ E'-''�� yin JOINT CONSTRUCTION �� /// / /ps/ 5 Waste bins and other areas dedicated f g g b Id rag material waste shall be at
/ // REINFO\rI D G1I T�FEN�E // / least 50 feet away from stone issepalets drainage ditches unless a can be shown that
• ( \\ \SILT FENCE e --_ (TYP_( 3 ENTRANCE BETWEEN LOTS �j / 1 / / / / �- / _ no other alternative exists.If this separation not be achieved,these areas must be
/ / / \ OUTLET o Yon "W- containedbara Silt Fence
\ �r WATTLE / y, E a.sediment
ent from
the oftls4nbances should is
eentedetl streets should be swept when
rxx-z- n.aazmm. z.. -
\' / // ,,/ tvt/-3W�/ sad meet from the construction activity s present
\ \ --= 0 A^E' ^p/ E ].Details for Silt Fence Silt Fence Outlets,Construction Entrances and other measures are
a-n za
DATE PAGE: /1 R•^'� -\ U �\ ggg """��/
St Sock/Watte S' S / Nov, / / / I \ \ \jt0 _� �C^^ICTCIIrTION� \ //� /// \/ y/� on additional sheets Eros on and sediment control details are notdrawnio
FLOW--,.... 1 Me MI other - muvamt protection / �- \ LI S // /// Ofy/ / I 'cEc ED E 212020 scale.
al TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES
provided
against erosive velocines may bin:abatenaa for \ 222 `� 4/ \ 9/ P / ,ys�pp� /
SECTION Stokes 1L 'fa SECTION Stokes Tf_II. 3. etas avw m installed parallel ode raw to the degree lenign such that logs do not deform. / / I \\and a minimum of 10 feet beyond the.of a \ J / ////ll /�// - // , O / / / DATE: PAGE:
graded b`elsl°age of the / / I • ROADSIDE / /// / / / .f./// /
slope.Mt be located at the \ DITCH /// / / / / "� / /
�° M a. areas 9 arthe ound the am= ,/ / /� - -
inch x 2 inch cross se.on Mould be GROUND STABILIZATION \ % // j / a
vsockbwattle.Stakes Mould he im Mct ceeai 11 1,1 4. Oak an other durable hardwood stakm with a 2
`xa SITE AREA STABILIZATION / / Oa
EXCEPTIONS // ROADSIDE o Q• .•••
Trench cmaximum interval of 4 feel Of a team"' DESCRIPTION TIME FRAME //� �/ DITCH 7/ / / / / ` - - �4' / 0:� i i-t So,tb,
Wood Mulch or Com s ground a Mn m pa<=d essences PERIMETER DIKES, 7 DAYS NONE / I .c QJVAX rata-� mMa
UNTRENo E tN2 height of log t 6 ement))he.eavy SWALES,DITCHES 1 / / I /// /// / / "yawn
ENTRENCHED INSTALLATION. sockstwattles are used on
/// // / // 1/400,
/ i 1•1•1 1 1 1 1 1 1HE AL TON &SLOPES /// /
sock/wattle.ho.in place during J / ............. ...sOMETRc MAINTENANCE: HIGH QUALITY 7 DAYS NONE /
/ /4 /// - RWATER ZONES / - 0 0 / ` I:_ .. •1 1 1 1 I I I I I 1 1a oil CUT xRAL aoa RATUB accumulated sediment and any debris as 1. (HOW) / /A //// j - / � - - -- .. i-i-ei•N.
Mulch or Compost
ter u,men<Irea sacks Ikm To Be ea Des en Diameter o rn, lzramto m60 m ''^' 3 SLOPESTHA 3EEPER 7 DAYS IF OLOP OR LESS RN // /// ///// / / ,fig �, - 4 e Mn I�I� 1Pi-�i�.
D; (don ram)Hso�m1(sIro em) veto /// /// 1 • e
Sheet Flpw� watt ck/ML^'eum(9x1 (term)r�armj (3ss�) (rase r"' LENGTH AND ARE /// /%/ •
- - Tr':i""P5 vr.N'a
two silt I / / s
(sco�7 NOT STEEPER /// /// -
work Hm Ulan gRoe T. 11. ts. zz. M. 5 4. Reinstal.damaged or dislodged. THAN 2:1, 14 /// //
Arm /V m/X s,njx ,njx 9m%n disturbance m compere mathsareaabove e DAYS ARE 1 /// /// / / Consirodiom Meintenence:
lo, vn o` /mjm) /rat/) I/Vim) /mjm) Ijm%m) maewre nee been permanently mlaee. ALLOWED /// /// / ��/ "`��� 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
stabilized SLOPES 3:1 OR 14 DAYS 7 DAYS FOR /// /// material and properly grade it. greater rainfall,make any moused repass Immediately.
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION / / 2.Place the gravel to the specifle grade and dimensions shown on the plans,and 2.Maintain the gravel pad inacondinnnto prevent mud orsediment
L FLATTER SLOPES GREATER /�/// ///// I smooth it. from leaving the construction site.This may require periodic
THAN 50'IN / 3.Provide drainage to carry water to a sediment trap or other suttable outlet. topdressing with 2 inch stone.
LENGTH , '// /// 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
ALL OTHER AREAS 14 DAYS NONE EXCEPT \ /// /// // / - subject to seepage or high water table. tracked onto public roadways.
WITH SLOPES FOR PHEWIME S /ir / / / /� •V� CONSTRUCTION ENTRANCE/EXIT
FLATTER THAN 4:1 AND HQW ZONES) \ l000
� //// )j /DATE: Wee Fene Filter Fabric PAGE: 1 ) // 0 // /.» Ppat�� e r,E tre 9 gmbn outmre n core Fence Wire Bockfiland o tpe 1 /act / fr.-/
/$feel Raat _ gh'YGeneral Erosion Control Notes iii I • �m 1.Only the are s shown shall be d'sturbed. ( rr //// //� / •
f
2 All disturbed areas shall be grassed and
Wre tea v �,y,� } mulched as soon as possible and maintained �/ / / /// / /- TOTAL DISTURBED ACREAGE: 3.95 ACRES
in. until pemanent cover s established. ` r
\ 1/ LOT EROSION CONTROL PLAN
1 t;;g »n„ ' LOTS 3-6
+ Filter Fabric n N 7 \ _ // // �) .......-
Construction: SCOTT HILL
1.2.EsuR^areSight..`se^men standard a ems° synthetic filter CROSS SECTION VIEW MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION RESERVE
sufficientmay impound volumes of w.r iura of the �re) Hig tenure
»cu.y fa.n theaN rdomxenl is at uIwen post wluakentanlu umoelneoWhen
he neisttpo>i. FOR
aonto htabncbyvtrenM.astenaa»wrelvm the rnent teadaama poste.E.and General-All measures will be inspected and corrections made after runoff producing falls,or at least once per week minimum.The builder will insure that the construction activities on an particular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates,measures will be
a.nac re smeeh tandards mm�weonom byvdreesh asmnm=wreammr«mem,then Abdo on m=upampe 1pro grain P any Y Y
side of the fenre a minimum 50 strength. Inch or at
once
repairsi 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. A&G RESIDENTIAL LLC
s When a mi. M1aaaao nrenceaalu»E,space poets a maximum of a feet apart suipports should be driven 2,shoultl rh=ambr,ciof a 000meomen„mllep».der,necampose.
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
securelysteng"Obe bdoWM5rootPstspache does not repuireaaRIUS hsupportan».Securely objectionable materials spilled,washed,or tracked onto public roadways. QUEWHIFFLE TOWNSHIP HOKE COUNTY
e.Ann me filar fabric directly to posts.wire or Pestle sip tks should have a minimum or 50 pound tensile ,tease volluume r«one net rained recce provide
Slit Fence-Sediment fences should be inspected at least once a week and after each rainfall event.An repairs should be made immediately. Damaged or decomposed fabric should be replacedpromptly.An sediment deposits that build up against the fence should be removed and disposed ofproperlyto insure -
strengt. a fence.Take care to avoidnnderminly the fence dunn9 P yY g P P y P g P SCALE: 1"-100' SEPTEMBER 2023
3. m y Mlles vide and a Inches v e proposed fine orbe posts aoa 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 c)eanout operations.Exrnv me the mnier mappro.i kl 4i mRemove matedals and 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 GRAPHIC SCALE
.Place Inches of A.along the bottom and side of the trench. and Ming the area coosgrade properly
sabill.it li the wagering 100 0 50 100 200 400
S.Backfill.trench soil placed over me dtterfa.and compact.Thorough compaction oftebaamu is 4 drainage arm has been properly sabliaea 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.
.1.1 to silt Anne performance. 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 I♦
10.mom attach filter fabric mexisees a Irma. 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.
Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies ups)ope 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 )
ANC-Envirg,mentoi.lyeg 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 neat rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during clean°ut.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 SF-0106
LAST SAVED:9/21/2023 3:31 PM LAST PLOTTED:9/21/2023 5:01 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\A&G RESIDENTIAL LLC\23-2655-03 SCOTT HILL RESERVE-EC\PLANS\SCOTT HILL RESERVE EC-LOTS 3-6.DWG