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Home My WebLink AboutNCC231150_Site Plan or Location Map_20230420 0 CONSTRUCTION SCHEDULE \ 208 pP I. Obtain all necessary permits and plan approvals Erosion and Sediment Control 2� 0 (E&aC)permit and a Cati°cata aP Coverage(CAC)moat be obmived before any land Nenubing activities \ \ \ \ ............ \ rc$ , occur.A copy d the F.&SC uringi the COC and a M1ard copy of Ne plan moat be kept ov site,prafmably iv a , \ \ . A0° permits box,and accessible during inspection.then \ \ hOJ OJ 2. Install gravel construction entrances first,tom silt Ponces,reinforced silt fence outlets and wastes. u t0 O 3. Finish clearing and grabbing any necessary areas onthe lots as they are started. \ 14. Begin lot grading and excavation activities A' S. Begin or continue with house construction activities. 2- 1 202 \\ 0 6. Finish all rough grading and house construction. 2p1 ]. install driveways,walks and patios. 208 D 8. Begin nosing, inch lot areas \ / \ \ \ Ryo 4p 9. Biel gassing,mulching and stabilizing of la.In most cases this will involve the installation of sod on the lot \I / ��}, Ili &o p0 �% The silt fence will remain in place until the lot is sodded or grassing is stabilized end lakes hold. \'f9 L. ` 1 ga a P 10. The contactor shall conduct self-inspections of the erosion and sedimentation control measures and complete \ \\ \ \ \ S c$`0 n G 2`' oo the following combined self-inspection form found on the DEMLR website �'OS y �i OPTo hens://files.ucgovincdeq/Energv%20Mmeral%20avd%20Land%20Resoumes/Storm aterf PDES%20 // SR 1204 ROgp Sb P, Geheist%20Permita/DEMLR-CSWte end adng-Forms-Rev-Augusttall te9.pdf.Twelve months of complete Z forms shall be k [e and available for ins II times.It is recommend.a co be 26 inspect ran !ISA-5 pec171,N a py kept this permits brx.(GS 113A-54.1(e),ISA NCAC 04B.0131,NCG01 Pert Bi Sections A and A) A`3 BgRtO T 11. Self-inspections for m ov and sedimevmtion vtrol maestri ere to be performed a[least one every seven 1 \ I W Rp,� OA,q- calendar Jaye and wRM1iv 24 hours of every onto event of greaser loan 1 inc.Any ne^dad repairs shall ba / ` \ I / \ \,,.., \ O mad ly aintein meesuresazde geed All ESC IIb d p ified rn 2.0 / / �D As, . Nthe details on this plan Arm g g sh Ilb intalled h proj f ng \. '.12 Insp • d fi I c.After lasers Wh h p j c pl• h p h II DEMLA ro V \ \ \ \ 24 2eFa �po clo M1 E&SC Plan After DEMLR'f h p a f h p h t I p 'on report 198 1I / /Oj y S'y7 cs' t�ep • hall it`daq vc.govMCG01 6 I • N oP ermsvanov(a N0'I')ASI00 I I I - Mo d' v Igmarel pumit Rewdl becharged wtil Nee NOT M1as been Hllad out �\ \ �00_ �3 ,.. °'" GROUND STABILIZATION I ) '^ SITE AREA STABILIZATION 44*x.•ate // 202 /N. __-- -_-- ---- VICINITY MAP EXCEPTIONS 2 - DESCRIPTION TIME FRAME - y... D / \ N.T.S. PERIMETER DIKES, 7 DAYS NONE I fG' �A aJTT'gf.�, 41 --- --- ___ SWALES, DITCHES 210 '<Id \ \ \ &SLOPES '� / 7 412 ♦ h0 T 2� HIGH AT ZONES 7 DAYS NONE // A. hL• \ \ZO - - \ WATER ZONES ^a \ / / \ :J 202 HQW) / / SLOPES STEEPER 7 DAYS IF SLOPES ARE \ c c•der n7pn / I• zt 29 \, 2 I 19 \ THAN 3:1 LENGTH10'OR LESS IN / \ ' 1P 210 \� 204 DAYS ARE {,,, o \ \ 111PIN--- iii410V.CGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR AND ARE 1 St'l ee CONSTRUCTION \ 17EAN ROSION AND ON THE COPY OF / O LIMITSSEDIMENETATION CONT OM PLAN.THATOISSKEPT ON THHE PROJECT SITERROLEE i5A THALLOWED14 / 2py 212 Lo Ian \�� -�A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BVCOMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER 3NCAC 046.0131 STATES T1AT ...DOCUMENTATION SHALL BE ACCOMPLISHED BY 204 I I 08 $ 31 \ // _�INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / 1 a� 18 / APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. FLATTER SLOPES GREATER / I I 32 / I\DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN I CONSTRUCTION / / \PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LE(GTH / / I +..t LIMITS I 12 // / / " Rs202CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE EXCEPT (\ / /WITH SLOPES FOR PERIMETERSICA4zD: // / / 16FLATTER THAN 4:1 AND HQW ZONES) / / I 2f\ \ . / 01}� // / / 2 -�� / j 34 0i Dore PAGE: / / I I I I I I ( / o: / 752 0 / 15 • s s../. .wattle Silt Area t coon / / I I 1 zto / // /// I14 o• eagainst erosive vegocilles aMa 35 be subsMuted for IT �I_-stakes _II '_nL:n�I�.. =11. nwmlvee pareMmMWii / / / r2 f II N CON LIMITS IDN/, / / 2 ,,2 son s as done 1I,(\use in silt socks or wattles. / 200 MITS / s 11 36 13 SECTION secnoNbeyond toe of *///////////////i 1 40 Lot Plan 7-- and 2oz s°flat land nuurbanc:The endsW the silted of the \ 09 ��Bn // / Oa . R. �. .elrun�la alab.mreede;"'"a"t.e / \ \ \ 37 /°•M*v. s'M°+. tuelsl.from m m um en \\ \ LOf Plan ( 0 // 12 ry�H,I H I 4. Oak or other durable hardwood stakes with a 2 W W vertically plumb,through the center of the silt sock/wattle.Stakes should be • was°in interval / • �\ �or/O3 200 \ji zoeof 8 Met Tu od/2„c'uh`r ocom9 s g rida Min. strench. eantaocwent. In the event staking Is not ele�ieplaceawnen 2°2 1 \ CONSTR CTION / �(urvTRErvcHE Tu Tlory .rri VXO,.E�n,�.,ri.r,re.ccwu..,aw,: socks/wattles are used on ran j^ 3 LIMI / �OB G ISOMETRIC.NEw ,� in place during rtinoff events. , I IIffi 4I \ \ // , / CA2 N, II 1.MAI"nw«t.�e°cwwanteateastweelranda�mr yr,'J/ .41. , tJ� each 1 inch or greater rainfall.Remo. 9 I / \�a `•k\SILT FE CE� .j. / �,- a SN TRUCTION to Umrenched Socks Area To Be Pateerep to COMPOST r FIST s(li )(lit,(eoo.m) ( ) 2 :sock/Wattle musts r Mulch Or COMP., / 11.1 II , I,„,, made.°allow Mr adequate flow. \ //�O�c',a C' 1'�� \..e ( 1 ^^ \\ LIMITS / ��p�- Bhe•F �settsock/ai�zum( (e°m) isFml �p tr::° 'rear p rew \\ •c' /,-v.. 11 coot le ( ) ( a m) (�m) t "Cali. .. , �f Hitwvouync rs"aie (/n s�iit Os/e (2ein (3]iN s. tlisturbanee is compete and Ihe area above e / 2 / 5 \\ ..l(O0 // IL(TVP)ZOO • 4..r1: WATTLE% / / 202 �� / t/m/m1 t/m/ml V.V.) t/m/m) I/m/m) ' !i \ �1 \NC Envir n�relrl-ul.jyey measure nes been pem�enaimy smb lone. / 2 -. /� CONST.UCTION �\ / I °� $ILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION / / /R. ITS WA o. `}' / // 9 REINFORCED `A� 1 / 2 / CO -CTIO k SIOUTLET FENCELT t •, / DATE: PAGE: / / / / / / ENTRANC//- .oTp\ B lO \ I COS TRUCTION ] / / \ SILT FENCE LIMITS ..tt��V� s- N W /at / / %hp, -TfiYP. `\ 'Y Sal' Pry liC rrZ' I �H :Q ��^' 7 R 4 ll 4 '� \ ail. ¶ IP ¢' CONSTRUCTION G �6 ¢G / \ \LIMITS ` WA _i I / I \ oz "' 1_41 1 ._, .1 ,440_,_,1_1 4 L_ t_.� 2:4iI REINFORCED ...„, ., SILT - CEl I OUTLET "LEGEND Notes I \ ' / 108 - 1 If needetl Tree Protection fenung should be nstalled along the buffer rune wetlandIFlow DREcnory boundary and/or around protected tees providinga mdlus of et least125 feet for eachrich of trunk d ameters LT FENCE 2 Install S It F the 1 t des of each lot.Install Slt F tits shown onD vERs ON OTCH -TD-TD- sche tc/tl g df Id dl t d f ecessary for place t tl po t If lots are000aks/s LT s.CIVScontg dh dff tI d s or bilders each)t h ldh 'divdual5lt 20s tr FErvcEomtEr ® Fence. _ /3.Install q d Sil F Ph' 10 f f property line ton en th onRct with l / I I \� / 202 /iliiiiii„.10,„ / / c) CONSTRUCT..ENTRANCE septic y the f the builder h installation f sediment / / _it8/ controldoesI impact theseptic system and p (). 4.At Waste Construction Entrance/Exit tofo bginstalledb p lot. r /5 Wast bl d oth dad' t d f g g b'Id-g t I hall be a[ \ 2m2 / / /Ieaatine et yt t tl - [ tl - g tlf h k b hmwn[oat / ' / / no other alternative exists.If this separation cannot be achieved,these areas must be / 2� / contained behind Sill Fence. / _ -02 6.Inlets downstream of disturbances should be protected,streets should be swept when sediment from the construction activity i,present. / -_ 202 // / ANC-Environmenlel.jpeq ].Details for Sitt Fence,Silt Fence Outlets,Construction Entrances and otherenot measures are / / 200 ) \provided on additional sheets.Erosion and sediment control details are not drawn to scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES - / / DATE: PAGE: PAGE 1 of 2 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL LODIST EROSION ACREAGE: PLAN ACRES .00 LOT EROSION CONTROL PLAN a .. LOTS 7, 10 11 30, 36 & 37 General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once a week minimum.The builder will insure that the construction activities on anyarticular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates measures will be p p gper p y y SPELL ESTATES relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and ravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper round stabilizing cover. QJ,O\� /:�,� :�,aft,�� aAn.w f P P 9 99 9. 9 9 P P 9 9 .........,.R.?.'.4�, °-'tOr,„ 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 >.;.;�J.3.� ;R.;�.�",/!.�",/l4�J At. objectionable materials spilled,washed,or tracked onto public roadways. FOR -eeIv.s i s` � • • • ,., Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Any repairs should be made immediately. Damaged Be decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure \ *=- ' that the removed sediment does not wash back against the fence.Adequate t should be provided for behind the fence at tall times.Take care to not undermine the fence during leanout operations. B E N J A M I N STOUT REAL ESTATE �� ''�! gains qua e storage volume s picot g c Q� tS"=S4to.' • •�e•S""S`• 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 SERVICES, INC. / - '2!-' .e• and stabilization of the root bed.The sod should be limed and fertilized as I recommendations and f recommendations when and if possible. PARKTON TOWNSHIP ROBESON COUNTY =,yj2� • ��;pdL+� per sot type recommen type o grass recommen -- �S''S Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial stepIn soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating SCALE: 1"=100' MARCH 2O23 ' p p g g properly.Any bare areas should be 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 SC ALE 1.Clear Me entrance and exit area of al venamhori,room,and other objectionable and after each t inch or greater rain!. Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies u slo a of the wattle and an 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 _ material and properly grade it. make any required repairs immediately. P 9 e P P Y r. P P P P tY 9 2.Place Me yet to the specific grade and dimensions shown on the plans,aria u the sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.smooth it construction site This may require periodic dressing with 2 inch stone. - 3.Provide drainage to carry water to a sediment trap I Immediately remove all m6e a.Use m ato mimprove tm.M ofthhee Munda.n-n ocae°°e roes ay. ° rid aches°'°Poe o 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 araAnt e'p s p 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 ) ANC-Envirc-tm unto!.peg 1 inch = 100 fit. CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 ` PHONE(910)484-5191 FAX(910)484-0388 LICENSE BF-0106 LAST SAVED:3/27/2023 10:47 AM LAST PLOTTED:3/27/2023 11:10 AM PLOTTED ST:Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-07 SPELL ESTATES-EC\PLANS\SPELL ESTATES-LOTS 7.10.11.30.36 A 37.0W0