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Home My WebLink AboutNCC233752_Site Plan or Location Map_20240103 o CONSTRUCTION SCHEDULE N L .Obtain all necessary permits and plan approvals.Erosion and Sediment Conlrol(E&SC)permit and a Certificate of Coverage \ ?gytti (COC)must be obtained before any land disturbing activities occur.Acopy of Me MSC permit the COC and a hard copy of Me c plan must be ept site,p"rtrfembSY in eperm.box,and accessible during inspection IV (d 2. stall gravel construction entrances first,then silt fences,reinforced silt fence \ / / �/ ann and wattles. SODDING _ \ 3.Finish 1 and grubbing on the lots as they are started. 4.Begin h grading and FAETTE LE AD U 03\\ • 5.Begin _es G 6.Finish 11 h d d M1 m J°� ].Install driveways,walks tip n es. �� \ / pJ 00 8.B6 f gradingofl IIME / \ W�f 4 TF 9_ nl grassing,mulching and stabilizing of lot.In most vases this will involve Meiustalletion of sod on the lot.The silt fence will I \ ,j01y' remain in place until the lot is sodded or grassing is stabilized and takes hold. M / / \\\ OP„ ' 10.The contractor shall conduct self-inspections ofMeerosion and sedimentation control measures and complete the following MSIIIIIINEM ...or...viccca. \ r`H 4P combined If-nspec- form found on the DEMLR webs. / \\ • • M1aps://www.deq. g /abour/d- gy-mineral rid lend resources/stormwater/stormweter proBrem/npdes construction progam. MAE a \\ \\ / • Twelve M of complete Porms shell be kept on site arid evadable for inspection at all times. recommended / / \ aa. a>ara L. : MILMATaaanantTra MST BE copy be kept p box.RIGS 113A54.1 through US 113A57S 15A NCAC 04A.0101 through 15A e NCAC 04E.0504General P NCG 010000 NPDE8f Ca Activities. �MATCHED / \\\ �-V \ / SITE `- Self-inspections11. f - dsedimentationI be performed at least once every seven calendar days and Y^ \ N corn Zan f f M 1 inch.Any add shalll,e made immediately to maintain measures as \ `' \ ---- -. .9 designed.All ESC shall b d specified in h details on this plan.Arm shall be installed '^ ect site �ka 12.Inssppection and fnelracceptance BI Whenh project pe shall contact DEMLR 1 he E&SC \ \ V''^ \\\ \ r Z l 5--v Plan.After DEMLR'f Me pemmttee of die project I m, inspectionreport,the permittee shall \ \ V" \�� `deq.ne govMCG01"m submit nelechon�Notice ofte termination(eNOT).ASlrxl annual general permit fee will be charged / \\\ S \\\ / until Mee NOT has beta filled our )NWlIHI,h}I AIN)M'AI L NN 1 4M1+XINA 1N I \ \\ JOHNSON MILL RD di II Y. � .ab 1 III 'IN I 9 \\\\ GROUND STABILIZATION wnxTxaaolL .:° :_�.As`" s" NowFa �1 l \ 7 �- SITE AREA STABILIZATION EXCEPTIONS 51,1400 wN�APPEARANCE OF GOOD SOD xax - \ \ 1 \\ \\ VICINITY MAP DESCRIPTION TIME FRAME \ \ I I \ \ N.T.S. PERIMETER DIKES, 7 DAYS NONE \ 1 \\ SWALES. DITCHES ET I \ \ \\ &SLOPES ""°"` \ 1--- WATER �BP \\ HIGH QUALITY 7 DAYS NONE nay \` 1 \ I I I \ \ \ ZONES eVa..ar.°'°'"`" 1eRooKSTONE PABTrvERs uc HQW Ps0,NZo reTZl SLOPES STEEPER 7 DAYS IF SLOPES ARE aaanaxa re"..eaa.w, 1 I I 1 \ 1,- PG 007 (FUTURE DEVELOPMENT) A SELF-INSPEC110N REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BVTHAN 3:1 10'OR LESS IN r�""*�""mow*1°a°oa.rLsoa. I ) ) ) ) / I \ W 0, *11 NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE Genera EYOSIOn Control NotesANMALTERD TS AN EXCEL KERNOTAHEET. TOT S2EEP1R // / I /AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 1.Only the areas shown shall be disturbed. (\SEOSIEN AND DAYS ARECONSTRUCTIONSEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A 2.All disturbed areas shall be grassed andALLOWED as possi LIMITSNCAC 046.013E STATES TEAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY m Iched ass n ble and aintained / /INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR until pemanent cover Is established. JAPPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER fDATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50.IN // \PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH �$ CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE EXCEPT (/ v WITH SLOPES FOR PERIMETERS / \ 1 0 FLATTER THAN 4:1 AND HOW ZONES) / \ \ ��ti� O 0 • \/ #4. DATE: PAGE: / \1 \1 I\ \ / _ Silt Sock/wattle Silt Sock/WattleDATE: PAGE: 1 / // FLOW-,..... �41I� be �44IIL�� area . our \ \\ .II d 11.. III a r Il 1 \".\ �I _ ..'=TL II�I 3. tl_II_.II. u \ \ / eTONE PARTNER LLG 12. t2' st O K a, 2 2 Stak s o trgm u. \\ DB,436 PG 654 ak�� to 73 Pe a,T NEcnTN SECTION and a mom m 10feet beyond the tee ofa - \ \ 90 V/ �� PG ow peSftS Sock/Wattle(s) � . �� '%I I ;71 e j \ \ \ / enanle Sock/Wam eeate Belo V ff \ (FUTURE DEVELOPMENT) �a a'eulam uabatamed sNh°lytg�xpem ¶ u ll \ \ \ \\ 72 89 O n M°' e•�` ent runoff going u R RI ll ll HOUSE �a rvous'� A'1:2 HIli \ A V -\ inch x 2 Inch cross sectgn Mould.dfiven \TI w ill W avedlcally plum,through the ce.r of the slit sock/wattle.Stakes should he W .- _J i t� L� rv,4 6,ono a L� AY �ItO• AY \ \ \ \ \ \� CONS LIMITS \ 1111�� "ry5 interval of 4WAY •• �ROAa WAY / rnenm MeaftaaN sock/wattle placed ru� AYC�OFc°Re AY AY R �� a ss goo Wood Mulch or Com ground a .in. LL�O Notes: \ \ \ \,�t� Lot Pldn \ \ IsoTRICEVIE INSTALLATION To 1/2 height of g s. posNSTALLATION. socks/wattles ere us.on sible eh, CURB INLET 1.Itneeded,Tree Protection tenting should be installed along the buffer zone,wetland U1 \ "' ^G" \ UNTRENCHIry �x..ENTRE�G"v....�....w.r°,�ww.re boundary and/or around protected trees,providing a radius of at least 1.25 feet for each 7 /1 \ sockrwattie to tale p a n0 on events. LEGEND inch of trunk diameter. l p 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ \�\ \ 87 \\ 101 ':mu,r,or Compost ` Ixmu ROW RATES t es'ter DIRECTIONFLOVV @- schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are I 1 \ Lot Plan \SILT FENCE / MU anycontiguous and have different land owners or builtlere,each lot should have individual Silt \ \ „G„ • \ ' Fences. ��///��' merwneO Socks Protected g MOM.'COMPOST (3oon�m)(asd gym)(aod'm) s�m 2' aNe moat ba replaces if clogged or ® 3.Inalall required Silt Fence within l0 feel of property line to ensure there is no conflict with ///\ \ \ \ �� Sheet Flow--... )n )n ENTRANCECONSTRUCTION EVE [ t It is the Fes bilit Of builder ensure the installation of sediment I \ BROOK8TONEAVIStAGE \ �,sa 80 CONSTRUCT �I sap is sys eta ponsi yo O M Sv. no.. control measures does not impact these tics stem and re par �sspC� 102 Area To se «°x - P P Y P ire ea(sl. I MAs ER ON ry\ LIMITS I Silt Sock/Mtia,00 °gje (test'%(zzer'j 00 t`5 t00e a CURB INLET 4.At least one Construction Entrance/Exit is to be installed t r ` \TOg ebp 2 \\ 0106 \ yl- -aea i f Warne ( m) (sae m) moo m) mgeare per o. \ \ �Hm„n�� 64. Reinstaii If damaged or elotagd�re 5.Waste bins and other areas dedicated for managing building material waste shall be at \ I \ PB 41]3,P m 8 \ O Z• (94R 1t'ft 'm55 R2/R a1 measure has and stabilized.above. least 50 feet away from stone drain inlets ordreinagb ditches unless it con be shown that \ \ \\ \ \ 2 I. '°„sh a a w/ sr (2sr w/4 a smm nce•menperm be inspected tly stag lazed. no other alternative exists.If this separation cannot be achieved,these areas must be I \ \\ \ \ 7 /m/m) /m/m) /m/m) /m/m) /m/m) contained behind Silt Fence. l\ SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6.Inlets downstream of disturbances should be protected:streets should be swept when ' " \ sediment from the construction activity is present. ..\NC-Environmenlol.jpeq ].Details for n Silt Silt heets.Fence osionOutlets,d sediment details and otherenot measures are \\\ \ \\ \ \ \6 provided on additional sheets.Erosion and sediment CURB details are not drawn to scale. \ \ DATE: - core Fence Filter Fabric PAGE: TYPICAL LOT LAYOUT WITH CURB AND GUTTER \ r I. • "eel Post O.Max.Ems strengt8'Max.Standard h fade...core th fabric with wire 1Bnce Wire Fence PI wire Backand f ill PATE: PAGE: \\ \ \ \ \ 116, \ \ M fence Steel Post thoroughlya` (------- pia \` • \\ I \ \64\ fr."-- ...ifi, , \\ 00" lifilp 1\ I I \\\\ Filter Fabric down da'war / 4)1� �� ra'''''' 1 1 \ ., \ \ 1. Construct the rengMara.traatren«»�efit.rg Me.nch Ra69aEanaNrEw / - - - - - -�-�-�? I 1 t. -----') 1 \ \ I 2.Ensure that the height sediment Emem,ne does no excel g (Higher � �� may impound 3 Construct Me filterum.mbrioffrome continuous.use failure efog he structure) - I`� • 011 I only m , / ��.�N .. -,:-,: ,: ,:,:,:,:,:,:.. I l \ \ Me.re p4.Support standard slodtoterength botto of Mere mesh faate the wire reinforcement.then fah.on.upslope ape p once away ' `••i aMm. 'oti y .� .l+s.. e• / ) l ) I II I I \ \ 6p *Ali '5.side of the.n.post.Wks or ties should have a minimum 50 pound t.sile a.ngth. inch or greater min..Ma. ° / 1 \Q'ti , . / / / /, C 1 I 11 I I / 8.Extra strength fi.r fandc wit.foot post spacing do.not require a wire mesh support...Securely 3.Remove sediment deposits as neamow promptly.ap� nLam / 'i'W at�'/r e°'41," I \ e te q m of 50 pound tense in ad reduce pressure on me - - `~ 7.Erse rema.ndndermnreftbmnwdanmg �/ I upslwe from Mcendnnpro' y non and eincnes deep e proposed e line of u one Remove all fencltg mamrials and mates.sediment deposits Construction: Maintenance: e the bottom a.side of Me trench. and hfing the area to grade and tch a "tea m we Me posts stabilizep 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 / / \ \ I I I a Become trench w.v r fabric placed over Me filer..and compact.Thorough compaction of Me hack.is drainage area has properly stabilized. material and properly grade it. greater rainfall:make any required repairs immediately. / / / I I I 10 D00.1 o nott1 na n silt fence to abbric to existing trees 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 / // �1 \ I I I I I ooth n. from leaving the construction site.This may require periodic I J 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. ..\NC-Envir n aural.%peg 4.Use geotextile fabrics in order to Improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or a m SILT FENCE subject to seepage or high water table. tracked onto public roadways. / // / / // \ \ / I I I I I I 1 CONSTRUCTION ENTRANCE/EXIT /�// / '/// \ / / I I I I 1 DATE: PAGE: HSILT FENCE GE 1 of 2 + IIIIIIII IIIINIIII IIIIIIIII f MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DIsPAED ACREAGE: 0.40 ACRES 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 lot construction dictates,measures will be LOTS 87 & 88 THEvs rose - 3 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. STEEL FENCE POST 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 BROOKSTONE VILLAGE WIRE FENCE objectionable materials spilled,washed,or tracked onto public roadways. PHASE 1 HARDWARE CLOTH FRONT VIEW INGURY WIRE FENCE. 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 insureFILTER FABRIC, FOR FILTER WASHED STONE ann STEEL FENCE AND CLOTH R HARDWARE AREH 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. INTOuprn MIN 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 CATES BUILDING, INC. NOTES: ~2'APART Mlrv. 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. ON GROUND 1.Hardware cloth and gravel should overlay the silt fence at least12 McLAUCHLIN TOWNSHIP HOKE COUNTY S. q Stone 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 2 and based E.should be planed On low elevation areas orsi¢fence repaired,and reseeded as soon aspossible.If the time of year does notpermit the establishment of a permanent grass,then a temporary grassing growing pp grass. SCALE: 1"=100' DECEMBER 2023 BURY WIRE FENCE AND `\\\ abases on nerd conditions. P y perman porary should be used until the owin season permits the use ofa permanent GRAPHIC ,SCALE URv MAINTENANCE: c 1.Per NOG-01 inspect outlet at lest once a week and after each 1 inch or Wattles-W I shallsignificant rainfall events.Rillsgulliesof thewattle repaired. Iran thatimpair thefiltration ili h wattle shall removed wh n h sediment reaches one-hit of thewattles functional fr rdh h.Removed spaart es Wattles s s l be inspecteddafter he sect ra a a eatstheor ups not u att a and any i undercutting is to be Sediment t deposits capability ofthe att e s a be e the se e t one-third att esfreeboard height.t _ NAROwARE CLOTH FILTER FABRIC w TRENCH greater rainfall event complete any required repairs immediately. sediment shall be deposited within the project in such a way that sediment is not subject to erosion by wind or water. - s MEI II OF 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 de is as necessary to de adequate SECTION VIEW 4.Remove sediment when half of atone outlet is covered. posi ry provide qua a storage volume for the next min 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 ANC-Envir teen tar.)P=y 5.Replace stone as needed 10 facilitate de-watering. 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 ) SILT FENCE OUTLET 1 inch = 100 fit. MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE IIF-0106 LAST SAVED:11/29/2023 6:51 AM LAST PLOTTED:11/29/2023 0:12 AM PLOTTED BY.Dennis Albert FILENAME:G\CURRENT JOBS\CATES BUILDING IOC\23-1803-01 BR00KSTONE VILLAGE-EC\PLANS\BR00KSTONE EC-LOTS 87 a 88.DWG