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HomeMy WebLinkAboutNCC241388_Site Plan or Location Map_20240507 I - 5'sg>rt`g ® // 1 ///�����\''' -/�� \\ �� \ \ ��// CONSTRUCTION SCHEDULE 1 1 Obtain all necessary permits before and plan approvals.Erosion and Sediment co y ofthl(E&SC)er milt and Certificate a ha of Coverage \ \ \\ (COC)musi be obtained before any laud Wslmbivg ectiviaes oww.Acopy of the E&SC permit me COC and shard copy of We ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SY- 350 �\ / nlmrmnsa el construction preferably rances inepmmr¢bvx,md accessible siltdoling'...pseon. / \ �� \\\\ \\� / 3.Imvdl gavels a.grubsemmmnaem,then agLtthe lots they re started. NCGS 113A-54.1•IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR ta ouuecs and wanes. COMPLETED AS AN EXCEL SPREADSHEET. 3.Finish clearing and grubbing any necessary areas on the lot as they are smrcea. AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED _ a�� o 4.Begin lot grading and excavation activities EROSION AND .� S.Begin or continue with house...ion activities. SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ¢ 6 / N 1 M1/ /s \\\ \�� 6.Finish all rough grading and house mnswction.All areas not disturbed for 7 days needs to have temporary or pemanem NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY ar�� r, 5,J / 10 / 7...1 5SlIAver insmllea. INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE �b ' ' -9 9 \ \\\\\ / 8.Begin)tine grading of lot sires walks and patios. APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, \� 8 DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, Q ¢� CONSTgId6TION /// 9.Ing::::zn::::::::lmrlrllirsing,inulr:hing and stabilizing Mlot.In most cases this will involvetM1e insmllalion of sod on Welot.The silt knI PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION a S' \ Alit LIMITS \ \`- / mPtorsllace it We lotusoddedmgasofthe srabionanded se imentatio CGNTRGL PLAN.• \ 10. ocror shell conduct self-irLvpecnons ofthe erosion end sMimentanon control measures end complem the Wllowrng8 nUlf-insp ion ram ftrundon eDEMLR biroa �� LOI Pldn hllpa:// v gov/of compleieinspevrrgy-mi.shallbekpresourcesnd availableforinwectionogmmtimes.-cosrecommende) 9 \ vnMs ofcomplem insRpection forms Wall be kept on site and available for inspetion at ell limes.It is recommenx• \ \_ bpt in a permrn Fox. of<',.5.I I6A-54.1 thrtrugM1 C 5.115A-5]Sections ISA NCAC 04A 0101 through ISA �+ l�\-.... CE 0504 G n cal Permit NCG 010000 NPDkS Cm Constr°c,oe A tivities. JO��INV$ 11. tions for erosion and sedimentation wntrol measures arc w be performed at least once every seven calendar days Lot Plan \\\ within 2A houm ofvery rain even of greater Wenlinch.Any needed repaint shall be made immediately to maintain measures as CONSTRUCTION _ desigsed.AIIESCmeasuresshall be maintained as specified in We construction details on this plan.A rain gauge shall be installed I \ I LIMITS \ at theproject sia Por mtrnirodng. � MOB Nfftrtan.,, I215 ' I1 12.binyAn and DENIL informs eleperm When to project iaose out,,Ge moans onreport,ces wnmct DEMLRto close out Me E&SC axos Free 7:1meces. �j\\""� L PATT..auTTlxE vrnps noxnv xux sr sAcx oTxaa. W y TO ) 111 I 6 \ Plan.AMter DENLR informs We fthe lose out,via ws ecdovre ""' DO NOT LEAVE nPsxn xeoo Cq1� -+2IJ ` permlaeeo ce of[ P pannual generalp mit feeelt 11IEMM rgro I,Aa'ROgO "deq.nc.gov/VCG01"ro eubmi+an electronic Notice ofcertnination(e-NOT).Agl20 annual general permit fee will be cM1arged "' "" Masows,aawtlsA xu+Dv ClmlilWee-NOT hasbarnfilledout rooer°a,ucwxs DowN THEi SO s / / / BI,TTirvG.nxnrsDExINIIMISESpsI I \13 MI MI eZ2n;V:-A TD SITE �' I / :�`"DIealORRER . i C-- Appo, il e� ( ( \ _ a�e • A ��z ii 1 441‘ . . s �� i _ �' N � Ili a7 A � � _- SPACE k mF r)" liii 9�...Iui�IR y > MOW WHEN THE SOD IS qS' c ' Sa6 TAO'To WATER s NEEDED.WAT RWELLESTABLISHED-Iry 2-3 a° •F oft _ - - 1 wnxTxa.mt. aapDDxAa,xEaDDla xm a,. EMDwEa r o ���� Lot m ErmMOD DN z i CONSTRUCT ON • �- l . / "" LIMITS 41.0,0„ APPEARANCE OF GOOD SOD / /A6o VICINITY MT � aDD6 ,7DATE: FENCE PAGE: \ \\/ \ / / /I 25 �\ \� / / 22 aTw,am. owsseamwr / \l I SILT l I LH Z� \ IlPIPI64 DATE: PAGE/ 26 ,,,,:. • ;1 ,�� I ( / j30 /// CONSTRUCTION / �y = THE wnsNEDs ( \� \ ' ,� L°•f� LIMITS / �^ R Jl ir ll Jl �� � 1'i 1/ ✓! ✓1 �' s \ - 49 / 4� ;� Ss� LDL Plan 7 STEEL FENCE POST 01: . HARDWARE FENCLOCE maNTvl W `�euR \\ / // - I 4 27, / e^ :i / R a R ll ou ll out M. out out ousE nLTERaF W7 I B EELFENa �� \ ��`' VfOtJ . I._. .� �.o D'Y . RO.' J H AY WIRE �H WASHED STONE ; ANDHARD ARE \\ // /V7,5(1- )J �C> / hue G [�Rtoes S one AY ka AT R -xaA Y °:.AY -Ha AY - AY :' ; '2APaARTMIN.,e`I- CLOTH BRIG. / scut Notes: ��bb 1.If nestled,Tree Protection fencing shouldbainstalledalong thebuffer zone,wetland:JaB•2:1 oN GROUND3'FILTER FABRIC NOTES: Irvro soup aaoury 1 / bountlary andlor arountl protectetl trees,providinga ratline of at leasM125 feet for each r. I 1,Hardware cloth and gravel should overlay We silt fence at least 12 I \ / / / LEGEND inch of Mink diameter. ::Olt ;?I Inches. ��� 2.Install Silt Fence on me law elevation sides of each rat.Install silt Fence Cutlets shown on .....::s:o°0:.::•'.a:•f I` 2.Stone outlets should be placed on low elevation areas of silt fence I / / ,L17 / N q= schematic/diagram and field adjusted,if necessary,for placement at low points.if lots are UNY and based on Feld conditions. �Q> 30 / _-.- SILT contiguous and have different land owners or builders,each lot should have individual Silt BUR:SNARE FENCE ANDMAINTENANCE: Y Fences. of 1.Per NCG-01,Inspect outlet at It once a week antl after each 1 Inch or I I / /ry ® 3Install required Silt Fence within ileeelcopronityctiolinneEtireannscuerithne:ofpropertylinetoensure there Isno congidwiWxARDwnaE CLorx nLrER FaeRIc IN TnENcx greater rainfallevent Complete any requiredrepairs immetliately. �.ljT / / ENTRAN septic system.It is the responsibohe builder to ensure the installation of sediment2.Freshen cronewhen sediment accumulation exceeds6lnches. �f 44 ,p'D cuae INLEr control measures aces not impae eptic system and repair areaI). 3.Keep meshfreeof debris toprOvitleadequateflow. I // / T %� 4.At least one Construction t ire a e is to be item and per lot. iiiie 4.Remove sediment when half of stone outlet is covered. / °J �� 5.Wastebins and ocherareastledidor managingbuildingmaterial waste shall beat5.ReDlace stone es needed to facilitate de-wa[erinA� // , ` least 50 feet awayfrom storm drnits or drainageditches unless It can be shown that„\NG-Envir l en uhrpeyanon"SILT FENCE OUTLET / // /j / , ��yG / / aameranernaeveexlsts Ifthis tlonDannDtbeac ieReaWeseareasmnsthe�p411P containedbehind Silt Fence.\` y" /� / e41" F6Inlefsdownstream oltlisNrbancetl beprotected;streetsshoultl be swept whensatlimantfrom the consW cgOn a present...\NC-Environmenlgl.yeg ].Detells for Stilt Fence,Sih Fence Construction Entrances and other measures are ErTi ran nr providetl on additional sheets.Erond sediment control detailsare notdawntoscale.\ // // / / _� % "'2'2t is TYPICALLYOUT WITH CURB ANDGUTTER - / �/// ' / DATE: PAGE: / DATE PAGE: I 1 / 55 7 40 C� .0, SIP S k/ ante Silt Sock/WIT 1 �T} 110, nLOW__ 7I �I OW .quva.ntaomnun ) /- .II... r- - en men ee subytmed tar ( (� q/ 1 ' I /� / �a n ,. ro o +s II Id.. 3 Fill sin sock/wane m gunmmrvw+m compost OPEN tiit' sD n�l 2 2 in' 2 x 2 age do not aeMm 356 s�\N Ay oA stgk.s st key () Rallied SPACE ,rti QJ {IT T�T.a::;;::::: �T T TYj anw SECTION BEaDNand a minimum of10 feet graded slope.Sin a;s�a�o GROUND STABILIZATION �a� / / SITE AREA STABILIZATION rip Tim. t. net:areas should be loreted et the edge.me Uslightlyla.disturbance.T.ends of the a"rl°°m EXCEPTIONS .:-:1-_: 40 A,Ma+• Ro e,tap.. n DESCRIPTION TIME FRAME / � - PERIMETER DIKES, 7 DAYS NONE - s '` ill) HI T n 4 m n wave a a h PERIMETER SWA E T DITCHES UU /sill seekreadie(s). / ,•• ��� • hT 0'durable hardwood sta.s with a 2 in.x2 inch cross section shouR be driven re... q &SLOPES - n I HIGH DUALITY 7 DAYS NONE U� 4, � Wood Mulch or fora st y.o�ndn4 Min. WATER ZONES / , ;el:: F:nwPetaoei • • UNTRENCNED INSTALUTON rig e. socions.les ere used on fj when (HQW) �f-.,....ro.,,wv,..w..,.D.�, w,w�,,.,�.,m,. SLOPES STEEPER 7 DAYS IF SLOPES ARE 60 \ConsWchon Ma n[enancesOMETR cv Ew oa n P g ro oft enema. THAN 3:1 10'OR LESS IN 1.Clearthe enimnceandexitareaofallvegetation,roots,andotheroblec onable1.PerNCG 01nspectat least onkandaftereach1Inchor+. assoar LENGTH AND ARE ^ IIma terialandproperlygrade it. greaterrainfallmakeanyrequirrsimmediately.peatallt w�aweatleaatweeMrand Jc.F.T spar MTAL now FArts seen 1 men orgremerreinfall.RemoraNOT STEEPER 2.Place Wegravel to the speafic grede and dimensions shown on the plans,and 2.Maintain the gravel patl inacoo prevent mutl or satlimant aw�mt.sere/Wattle anaast weeny smooth it. from leaving the construction site.This may 'odic Maven nr cnmpDyl em,n needed m allow...Ace nor,. THAN 2:1, 14 - - • 9 Yrequlre Pen DAYS ARE 3.Provide drainage to carry water to a sediment trap or other suitable outlet. toptlreasing with 21nch stone. mrusn rFla soaks Protected D..a..... ore (.riaama.)(i'n''')(oo rim) rim) 2. sole muss be replaced nnoeaeaw ( 4.Use geoteztile fabrics in order to improve stability of the foundation in locations 3.Immedletely remove all objectionable materiels spilled,washed or ALLOWED subject to seepage or high water table. tracked onto public roadways. aim sock/xeu feet irmi ivarmi «° « 3 a SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 354 Work Area If pending becomes excessive,the sils f wan. (ao°e m) (see m) (woo m) - FLATTER SLOPES GREATER y Iv: " n 6 . \ CONSTRUCTION ENTRANCE/EXIT adh R.. :n ;in amen din 'M. T.,, 4: Bz�Iln aaroBianeeela;^eieduella.N THAN 50'IN LENGTH ' PAGE 1 of 2 l/120 I/lie l%m/m) l,, l%lIe measure hass been cemanentiy staolrzede e ALL OTHER AREAS 14 DAYS NONE(EXCEPT \ \ SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION WITH SLOPES OR PERIMETERS �� FLATTER THAN 4:1 AND How ZONES) - TOTAL DISTURBED ACREAGE: 1.84 ACRES DATE: Wye Fence Filter Fabric PAGE: OPEN LOT EROSION CONTROL PLAN em.l Poyt�J eM�Eare eerreln Strength:mlmWtmre+en wire Fence wire and Compact / SPACE \ LOT 19 V Steel thoroughly General Erosion Control Notes r f _ `"° CAROLINA CROSSING -�mw 1.Only the areas shown shall be disturbed Plastic art 1} 1T 2 All disturbed areas shall be grassed and J -sse PHASE ONE Wre ties la r,n, mulched ass as possible and maintained 1 in.• tint pemanent Cosner established. ` AND 1. Mal g mnW LOTS 7, 8 & 16 Fabric • / CAROLINA CROSSING `.EnsuR^ar�he sediment ceed° ot D �ao`fithearouI W RDSs SECTION VIEW MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT /CONSTRUCTIONmay impound velum.of water sufficient le cause PHASE TWO d2, ea Highe,fenwa 3,Construct the flier...from a yea. ,baneta)mer.avoidjoima.WhenioiMsare FOR aewMy fence Me filter doth only et s upport past wlm 4 Get minimum overlap m the next podt strength siterfabdc by Hie mesh fastened securely m We upalora aide alma poste.Extend a.Support to.bottom olthe trench.Fasten the rem reinforcement,then Ghrin on G.oPsioPe 1 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 condruction dictates,measures will be BENJAMIN STOUT side of the ten. at red red repels immediately, relocated on the lotto 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. M1nsuPOrt fenceas use,space postshoo... a maximum of a feet apart Sulpports should be driven 2,shout,me emeric�or a yyeafinentfence culls„,tear.Oscan se, or become ineffective,replace it promptly. pO 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 ssecureeen re rare tab...minimum t000st inches, does not require a Are mesh support rem..uwrelr objectionable materials spilled,washed,or tracked onto public roadways. REAL ESTATE SERVICES LLC e.fasten the Mar fabric directly to post.Wire or Gestic rip Iles should have a minimum of 50 pound tensile Remove Varee sediment the next as and rad0e pressure on he Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Anyrepairs should be made immediately. Damaged or decomposed fabric should be replacedpromptly. sediment deposits that buildagainst the fence should be removed and disposed ofproperlyto insure strengu. a fence.Take care maVOidunderminhyme fence during p p y g P P Anyup 9 P QUEWHIFFLE TOWNSHIP HOKE COUNTY T. m y inches was and a inches v e proposed line°fie posts and 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. - 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 root zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth SCALE:1"-100' APRI L 2024 a.claea2Incesofffabdo along me bottom and six of the tree. along apse all a.aa to gadeand and it ride wnmbming and stabilization of the root bed.The sod should be limed and fertilized as per soil recommendations and typegrass recommendations when and if possible. GRAPHIC SCALE 8. placed over the finer tab.andcompact.Th g compaction of...II is drainage area has seen properly stebllized� P type yP PD NEW 0 50 100 200 400 otrnmto schenermbmm ns. 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 existing 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. Wial to silt ran performance. 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 D-..\NC-Envirg,senlal.Iceg ( IN FEET ) J sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. SILT FENCE Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to de adequate storage volume for the next rain to reduce t inch = 100 ft post ry Piaui qua g 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 MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.L.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(910)484-5191 FAX(910)484-0388 LICENSE BF-0106 LAST SAVED:4/2/2024 7:37 AM LAST PLOTTED:4/2/2024 AM AM PLOTTED BY.Dennis Gubert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-12 CAROLINA CROSSING-EC\PLANS\0AROLINAXINGEC-LOTS7.b.lnulu oWG