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Home My WebLink AboutNCC233613_Site Plan or Location Map_20231228 CONSTRUCTION SCHEDULE / /-- --'\ I \ I L Obtain all necessary permits and plan approvals.Erasion and Sediment Conlrol(E&SC)permit and a Certificate of Coverage(COC) t be obtained before any land disturbing activities occur.Acopy of the E&SC permit,the COC and a hard copy of the plan must / \ / 7'''. be on site,preferably in apm i�box,and accessible during inspection. \ 2.Install 11 gravel construe entrances first,Men silt fences,...iced silt fence i / SLOW ROgD x ��•� 3.Pictish clmrin ld bbin the d iB6 J �4, goer gry g any necessary areas on the lots w they scene. SV' 4.Begin I«.grading and excavation activities / \ 3 M 3 '� 5.Begs«continue with house construction activities. 1 /� SITE S4PKT h• 6.FmsM1 all rough&drag and house construction. )' I \ / /r DANO PARNELL ' //miff 7.Install driveways,walls and patios. R f T saffsaF€! h� RuftITAN 8.Begin fine grading of lot areas 51REEi 9.Final Srossii8,mulching and stabilizing of lot.In meet caeca tM1ia will involve the instillation of sad on the lot.The silt fence will / ` / ,10. S- in place until the lot is sodded or gmxsing is stabilized and takes hold. 10.Thee1notaraxshal co duel sett:do ions ererasion d sedimentation control measures and complete the following / ) �--1 I �� combined self-inspecti nfom,fowdon the DEMLR website / M1nps://www.Jcy.nc.gu�/abuuvJivieions/energy-minecol-anJ-IanJ-rcsuurces/s[omlwater/atormwntcr-p�ugraMnpJca-cowtruction-program. J ' Twelve months of complete inspection forms shall be kept an site and available for inspection n all times.his recommend.a \ gy/ copy be kept in a permits box.Ref.G.S.I13A-54.1 through O.S.112A-57Sections 15A NCAC 04A.0101 through tsa / \ $I ♦♦ NCAC 04E.0504 General Permit NCD 010000 NPDES for Construction Activities. I I J .�. II.Self-wspections for erosion aid sedimentation control measures are to be performed at least once every seven calendar days and Yhin 24 hours of very min event of greater than 1 inch.Any needed reparn shall be made immediately to maintain measures as PARKTON designed.All ESC measures shall be maintained as specified in the construction details on this plan.A min gauge shall be installed J °ay° at the project site for monitoring. S 12.Inspection and final acceptance letters.When the project is complete, the permittces shall con,[DEMLR to closeout the EffiSC �- 2AFFRNFL( Plan.Afln DEMLR informs Neperrrtitrce of the project close out via inspection rcpon,the permifta shall visit • • /\�1��/\�/� `dey.rw.BovMCA01"ro submit an electronic Notice o[termination(e-NOT).A$100 annual general Permit fee will ba charged • until the a-NOT has been filled out. P • r6 AhE � 2-gPo I r GROUND STABILIZATION �B4J g` SITE AREA STABILIZATION EXCEPTIONS VICINITY MAP\ DESCRIPTION TIME FRAME q. N.T.S. PERIMETER DIKES, 7 DAYS NONE SWALES, DITCHES &SLOPES I HIGH QUALITY 7 DAYS NONE WATER ZONES ----\ I\ (HQW) z I SLOPES STEEPER 7 DAYS IF SLOPES ARE / A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10'OR LESS IN I NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE \ COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER I CONSTRUCTION AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 LIMITS EROSION AND DAYS ARE SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED _ 0e NCAC 046.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER C\ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH ,(h i. CONTROL PLAN." CONSTRUCTION ,yry�T Lot Plan '1e h \ ALL OTHER AREAS 14 DAYS NONE(EXCEPT I ENTRANCE �i+�?i "Bit (u WITH SLOPES FOR PERIMETERS • 1- _. FLATTER THAN 4:1 AND HOW ZONES) 4 . DATE: PAGE: Att, \ Siit Sock/Wattle Silt 5 k/Wattle FL i„ 9.1 Area to be FLo 19I - - khan -._ ea: a II_LL, b moll. 4 lir L CONSTRUCTION \ 'I Stokes stakes II'such that logs do not Lot Plan \ L- use in sin simmer waffles. ogan ENTRANC5 1 SECTION SECTIOMalN p..erae.l„waalKKEIalaamum or 10 feet Peyend Me tee e:low� ,rB,r \ rrCn / 1 Sat areas should he« edpaort <Q oland titis))should beddegeed a^htly upslawp.w CONSTRUCTION Ma \ ) '2o 0.' a,ba.. Moen a around eend m a ENTRANCE OOOOg \ \$ 1 six 111 vertically 4 u(a).o \\ A \m"\ CONSTRUCTION \ socklwahle.Stakes should he placed «con y era a Mm of li feet aa,naow,reme pmaximum interval et 4 feet or a ab,through the center or e silt n em4winnn \ /rval \\Z LIMITS \ ONTTE000EE INSTALLATIONWOOd i neiyht of ley at s.INSTALLATION. socks/wags ara wed�p°�a+am1e Pa�ry •... Lot Plan P.\� \ �/) H ENTro: n0 .m,..�.,co.so,o<9w,...ruw,: crate Ogg anlbe used in Mace aueniy runoff siltevents. 2N EIRIC EW ,wwt MAIN NANCE: SOCK wmnL ROW anus t. isp«t silt Or greeter alleast weekly and after �1 OOpO^�00 nB„ 3 \\ -\ // Iteltdch or oar" COMPOST rFi^t \ \ \/ J f«umrenehedS roanaa P:,g30 00er (m)aT s(((C::,,)(E30:�',)(i0o:m) Dso) A are must be reggae if Dr Vl CONSTRUCTION \ \ / neededw law for adequate m. Aronma. sea sin aeeknv ENTRANCE / wen. sheet aaw� s M,.Ima,n cap. coo Fe.t 7so F.I .asp a. xpendwo Banana.axeeaaN30 0 MII \ \ / reel a«M,°,,F ayneedwhamnaeed a.Tna s t seek/tester faxl naa m) e�m m) (Fr) Nw N 1 / w«n Araa wrote 7s era (E.:)o sae m> (coo m) damaged todgea CONSTRUCTION \ \ \ �d.aa eo / e area,and S / m sea a /n a /n a m/a min a ie LIMITS 6 \ NR�Yp \ the imim) V.A.) /(mien) imi> imim) disturbance is en permanent/ b '��-' ) P(7 ) SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION ) DATE: PAGE: .4. r // aaht..yO I SB4 J ..A.. ..B. ..C.. .D.. ..E.. ..F.. „G„ .H.. Z / r ¢d / p Hous R ll Rous ll y Rous Hous r Hous uOOS z Z �� / ri 11. .. . .. . . .,. . . ,, ( , Notes: \ / ,l / LEGEND 1.If needed,Tree Protection fencing 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� Flow DIREcnoN Inch of trunk diameter. / SILT FENCE 2 Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on ,////////, / �1Z.)� D vERs ory DITCH ��,- schematic/diagram and field adjusted if necessary,for placement at low points If lots are WADDLE/SILT SOCKS > contiguous and have different land owners or builders,each lot should have individual Silt SILT FENCE OUTLET ® Fences. 3.Install q dSilt Fence ith 10 feet t of property line to ensure there's no conflict with CONSTRUCTION ENTRANCE septic system.It is the responsibility ofth builder to ensure the'nstallat On Of sediment control measures does not' p hseptic system and repair area(s). 4.Al least one Construct on EnhancelEs t-s to be installed per lot. \ 5.Waste bins and other areas dedicated for managing building material waste shall be at \ \ least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that 0 other akernative exists.If this separation cannot be achieved,these areas must be __ contained behind Silt Fence. 6.Inlets downstream of disturbances should be protected;streets should be swept when4P* ,' /r sediment from the construction activity is present. 7.Details for Sik Fence,Silt Fence Gullets,Construction Entrances and other measures are \ provided on additional sheets.Erosion and sediment control details are not drawn to L scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES \ ^� ,_. DATE: PAGE: \ PAGE 1 of 2/ TOTAL DISTURBED ACREAGE: 0.99 ACRES 6, \ I LOT EROSION CONTROL PLAN / MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 2 - 5 2a 'r=*i t �G 'fSQUIRE PROPERTIES •G General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once perweek minimum.The builder will insure that the construction activities on anyparticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates measures will be 0\� / 1'I I, v�.• n°^w P P 9 Y 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,seedier and mulching will be maintained to insure proper round stabilizing cover. QJ 1 1'1 1 11�1 raF'0n/w P P 9 99 9. 9 9 P P 9 9 ��'1I•16I•I•01.1 111��'.% 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 MINOR SUBDIVISION /I��'-► objectionable materials spilled,washed,or tracked onto public roadways. :00 •'a5•'a5 SiltFence-Sedimentfences should I week neach rainfall v n. repairsh . Damaged fi r shouldreplacedm .Anysedimentdepositsthatit thefence shouldremoved n r rl in r/�,_. r Mn�_.� • ��•; e ce e ees s ou be inspected at east once a ee and after event.t Any should d be made immediately. ordecomposed fabric be promptly.y build up against e ce be and disposed ofproperly y to sue FOR -� F r ' 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.11$ A&G RESIDENTIAL, L L C / 4„.„. 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 mot zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth _„ - :%. --, p, and stabilization of the mot bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. PARKTON TOWNSHIP ROBESON COUNTY �•-\ 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 SCALE: 1"=100' OCTOBER 2023 Construction: Maintenance: a aired,and reseeded as soon as possible.If the time of year does notpermit the establishment of a permanentgrass,then a temporary grassingshould be used until the growingseason permits the use of a permanent grass. n SCALE 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 r P P Y P rm por ry p P 9 GRAPHIC S C ALE material and properly grade It. greater rainfall;make any required repairs immediately. 2.Place the gravel to the specific grade and dimensions shown on the plan,and 2.Maintain the gravel pad in a condition to prevent mud or sediment 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 month it. from leaving the construction one.This may require periodic sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 3.Provide drainage to carry water to a sediment trap or other suitable outlet. toparessing with 2 inch stone. I� 4.use geolexhle fabrics in order to improve stability of the foundation in locations s.Immediately remove all obiedionable materials spilled,washed or 11 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 subject to seepage or high water table. tracked onto public roadways. 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 ) CONSTRUCTION ENTRANCE/EXIT I inch = 100 It- MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE BF-0106 LAST SAVED:10/25/2023 3:47 PM LAST PLOTTED:10/25/2023 3:48 PM PLOTTED BY.Dan.Gilbert non0003:G\CURRENT JOBS\A&G RESIDENTIAL LLC\23-2855-13 SQUIRE PROPERnES-EC\PLPNS\SQUIRE PROPERTIES EC-LOTS 2-5.DWG