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HomeMy WebLinkAboutNCC231755_Site Plan or Location Map_20230608 t - COt. Obtain all necesmry permits and plan approvals.Erosion and Sediment Cormol NSTRUCTION SCHEDULE a permit and a Certificate of wattles. ems = accessible be:w =/ ql � ` (MSC) Preferably P uclm�rem t.obtained before any land mnarolns 2. histall gravel construction entrances firs,Men silt fences,reinforced si.nce MP �1 / 1 !'\ 1\ \� Ile la: y started. n. Y e4 E¢t lill i / / �_ 5. Begin or continue with house construction NDENRoAD 2„ �\ o erosion control ,n w�combined s,l � 6.anW,oEM R \ shallself-inspections F. i — �rgtl1420nd^�z aOR.snurc 6NmwW..�DE6wz0Cen I.�P e�a s Rev.Angu,nA.P1 I �/ , — �� shall be kept on site a.available an at all times.�Ii is meomm shall, rim a box.< too Fs�l`'pdf Q _ A rain All ESC the permit,of the a1LEeRD - � e shall he installed at Me g. mroject site for visit are �1 to hall ^°�°°°po ^pb aR„o �� �� / are dw-NOT °^mNOT).A SP.mmmge out the E.SC Plan.After DEMLP w ,,_,)).)0• 7"...... / General Erosion Control Notes C / / 1.Only the areas shown shall be disturbed. 2.All disturbed areas shall be grassed and mulched as soon as VICINITY MAP / / ' ---Th/ �e/ 4 —� possible and maintained until permanent cover is established. / / / /� �� 9B Pursuant to G.S.113A(3),provisions for permanent ground cover 71) MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION \ \ — _ ;-/ 91 / \ n sufficient to restrain erosion must be accomplished for all Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site. This may require periodit� \ / / 0 disturbed areas within 14 working days or 90 calendar days topdressing with 2-inch stone.Alter each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all objectionable - N ` �� /'/,/ l— p (whichever is shorter)following Completion of construction. materials sp swashed,or backed onto public roadwa oncys. + + /l/// 1p0 REINFORCE \ p Sill 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 insure that the removed 1 / _ Z cediment 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 / /*''-., .'-' T y00\} 1;dfR v.....) fence during aleanout operations. y` coSoddin -The sod shoultl be ro rl maintain to insure that the r ss take holtl in the areas bein s ured.The sod should be watered as necessa to maintair 8z P pe y etl g a s 9 ec ry � � 1 WATTLE,.s W 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 ant stabilization of the root bed The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and f possible. \/j CONSTRUCTION // -CO < Grassing and Mulching The area to receive grassing and mulching should be properly fed lined and limed as necessary as an initial step in soil preparation. Once the /j , /•• t'�y�II LIMITS { grassing has been placed,the area should be maintained as needed to Insure that all areas are germinating properly. Any bare areas should be repaired,ant � \ / ; wATnE it 5� n GROUND STABILIZATION seeded 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 \ 10s op' '�I O SITE AREA STABILIZATION growing season permits the use of a permanent grass. + + t —\ /-------A\ _J /oN _E 10;. EXCEPTIONS Waffles-Wattles shall be inspected alter significant rainfall events.Rills or gullies upslope of the wattle and any undercutting is to be repaired.Sediment deposits the N 'I i O DESCRIPTION TIME FRAME /� UCTI SI FEN 1 PERIMETER DINES, J DAYS NONE it the filtration a bilit f the wattle shall when t f v / omits Imps ¢ capability y 0 ¢ a¢s a be removed a he sediment reaches one-third o the wattles functional freeboard height Removed Sediment shd / / i ' 1 OUT SWALES,DITCHES be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. l ` R��.:z .RCEo P" �_ &SLOPES 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 g\ y ! WATTLE j7.,.....„--1-95 HIGH QUALITY J DAYS NONE care to avoid undermining the fence during cleanout Remove and replace stone as necessary as t becomes clogged with sect merit Remove all fencing materials \104 // 0//`v?r spUTLEL ?�• V wATERQNEs and unstable sediment deposits and bring the area to grade and stabilize t after the contributing drainage area has been property stabilized. ` ` S LT F�rfI FORcpb I `/ rill _ SLOPES SWEEPER J DAYS F SLOPES ARE 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 N / \ our[>=r LI N I/ ill THAN 3:1 10 OR LESS IN nstruCt On eel..s any parted.lot d0 not adversely affect y f theinstalled erosion control measures.If lot construction dictates,measures will be ^ s 1 LENGTH AND ARE relocated on the lot to re that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel construction entrances will be v _ \ �, �Q " I��I11 MO`/ / NOT SWEEPER maintained as suggested insure the erosion control manual Sodding seeding and mulching will be maintained to insure proper ground stabilizing cover. / / e'11 / ZI, THAN 2 t t Opp, 1 V DAYS ARE Will4 DATE: PAGE: - LL + + + + \+ _ _ ' �.I, ..------ ..1 I 112 ALLOWED SLOPES 3:1 OR 14 DAYS J DAYS D \ +�/+ FLATTER SLOPES GREATER ^ HAN 50 IN �104 . N .I' E(GTH — REINFORCED LIMITS • -Yn I ;� 1 ALL OTHER AREAS 14 DAYS FOP:1 AND PERIMETERS ZONES) u WITH SLOPES FOR PER METERS FLATTER THAN 4 R tl . 4— '6 1r' /T ' \ 1ofi /f LMRS •N II'I i, 112 cos .e.« .e,: ...:a 4 4,,, 4.-- .... / + • • + . + ✓— UCT O R t ll ll _. - - J ,.._\_, oil 4 'II I• .r. LJ�LJ tl Lc� r \ �'__ ____ 1A0 ..,.... 1 1I ,3 ,',2 el 1 ,,>TD.r rD-�rT -t-,o- `Tls-<- 0-9— �, g--r r� CONSTRUCTION 3 ..I 2 SODDING Notes a III 5 4 LEGEND 1.1f needed,Tree Protection fencing should be installed along the buffer zone,wetland �� ® I • • 7 nI1 a I. boundary and/or around protected trees,providing a radius of at least 1.25 feet for each .� 8 ,II' i I\sltn rE C SIL ) � _ DIRECTIONFLOW Inch of trunk dlemetar. —� I 9 d �� �P) �-=- ."°'oo=SILT FENCE 2.Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on • DNERs ON DITCH TD-TD— schematic/diagram and field adjusted f necessary,for placement at low pools If lots are ' �— —� \ u 1t� ®^w'""""`«_' tg and have different land owners or binders each lot should have individual Silt \ Ifs ^• von CS Lvvnr ® 3.1 till g' dS'In Fence within 10 feet of property line to ensure there is no conflict with \ — — —11� I`sILTmE � ILTmE : ';,I I` `w' CONSTRUCTION ioT ennepe septic system.It is the responsibility of the builder to ensure Me installation of sediment �� ITYP) (nP) 1I �� """'®�"`^"' control measures does not impact the septic system and p () —/ \ �, 4.At least one sConsf f E f /Exf is to be installed p f. - _/ aL'TMP)CE Q \ CORRECT 5.Waste bins and otherdedicated for managing building to shall be at � I a. III • II'� least 50 feet away( l d inlets or drainage ditches t be shown that /� I ry \ f` 114 44 no other alternative exists. separation canna(tie achieved,these areas must be �/ --Jig \� CONSTRUCTION coma nebehenadnS It F 8.Inlets downstream of disturbances should be protected;streets should be swept when _ l ON setl ment from the construction activity is present \ \ II -- ' III11I l ..\NC Environmental.jpeg J.Details for Silt Fence,Silt Fence Outlets Construction Entrances and other measures are � �, \ \ �\ iUI 'I'1• t II��N 111 jllli'.I provided on additional sheets Erosion and sediment control details are not drawn to ^ \ \ \ \ \ —� �11� \ I F�^ LMRS �12 +•FME60L mod•+:°°3 «m Y ----- 41 scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES \\\ GATE: PAGE: N \ I I1 M CONSTRUCTIONAI m CONSTRU'Sr o^ II APPEARANCE OF GOOD SOD Wire Fence Filter Fabric 1 8 M • LIMITS Jy II l CONSTRUCTION II1I }lII1 II(1, III Steel P. S.Max Standard:Strength...1th wire fence PI. and trench \\\ \'Sew ,CONSTRUCTION .III _ ill .. III J —\ ALB 16— WIC 14�IIYY{I)41 III 1 111 II x° V Max x.sren. nut rere re core Fence '' , ' d Compact I 1 1 IF i1 f �� �11i� 2. thoroughly \ .. ..N { �� FWs. Steel Post .` _ '� i:0 • 1 1 NST .-:-.Mill s �12� Wes. vtwtaoo.i«. ll 20't ITII ITV EASFAAFNT /✓ 30 x:t del EI.^'..,.f�� � . _ 1 1 1626 d• 1+ Upeope \ SHEASEM a ant i House Co=11�'rivets ksn EASEMENT I����� Wire ties ) \ \z0 "' 'J .' 1 1 \ Linden Road NC- z4 I e'eownue roiwem e I \ \\ \ \ �— —_ A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1'IS \� \ AVAILABLE FOR USE. The contractor shall conduct self-inspections of the erosion and sedimentation control m Filter Fabric CROSS SECTION view41111111111M _� \ and complete the following combined self-inspection form found on the DEMLR website ensures om hops://files.nc.gov/ncdeq/Energy,20Mineral%20antl%2OLand%20Resources/Stormwater/NPDES%2DGeneral%20Perrrts/ 1,cvecoe.=am=mmm.,a.z^a.m meneu«etm.ee1 miner.iin rmn®. DrfTe oCSTbe 'torin Forms-Rev-Au ust-8-2019.df. Twelve months f c m isle ection oe.m...o es:«xe.more evv '""ren'^'^ra'w'o°'volumes "' ne,v.mt iiaia see / > \ \ forms shall be kept on Ste and 54lOble for nspect on at all times.It is re t I Sections edsa copy be O5ss..teeede o^m.v...ea.a post wired p n°aanto w.wel.o.,a.cemsso,o.b.v.n° \ / �/ �� kept in p permits box.er(GS 113A edi rane) 15A NCAC 04B.0res131,are tv be et performed at A and noe ce,er•i°reem°^e. «,Twunroewa / \ \ Self-inspectionseVe clfor edays and shdm 4 hour control mean are to rtn1at least o c .rap°^r.^ces:°.row^ ° very seven calendar days On within 24 hours of every rain event of greater than 1 inch.II b n \\// \ \ needed repairs shall be made immediately to maintain men as designed.All ESC measures shall be maintained as specified'n the construction details son this plan Aron gouge shallu be melMp�o.v.nlre Pom.moprope„omlr,emm.,, nmp.M.un eb m after.v.,wewma a^epe,e x..been / \ nstalled at the project site for monitoring. 1v.m om= ,n,,ei ova=ompea.mo,Rd,,,,veo maspa=micem.fence performance. e.Fri m.00,••mce m.x w. / w ^alen.e=d,,,,t . /// T O ^me.Beep° cos,. e.P ree=.rn ) .,- // ) ..\NC-EnvlronmentOl.jpeg O SILT FENCE \\\ �� DATE: ) / \ Silt Sock/Wattle SIR Sock/Wattle NOTE: kill / w—� MI An be FLo MI t Otna Sate - - MP M.. \ tii_ Pr a II against era aubsllNed tar H m-1 ,a 1 PAGE 1 of 2 lr �I Mr.hl A,�a,ce et)s uccc parallel. — _ \ 1 TOTAL DISTURBED ACREAGE:10.12 ACRES kr.rwmwm \ SMkes at be located land R Ms Stokes t w l ran a)loca°toe of a nacc aim LOT EROSION CONTROL PLAN FOR SECTION SECTION Pe sit datI.d LOTS 2,3,5,6&9 pe to <a eu' �a ¢ . WaweN.noR'9rema re ndthe end e be turned slightly �ne \ IN ill 4, Oak or other in.x 2 inch cross se.on should be driven O \ LINDEN LANDING genW V) vertically plumb,through the.nter of Me silt mum Interval the slitsacuwattlnterval of 4 feet eiakes should.=lMao..a4inc \ PHASE 1 Wood Mulch or UNTRENvoe 1 N2 height o Corn st ntl 4 Min. 5. vd. meReused nti,�ry 1 CHED INSTALLATION° sooks/....are ISOMETRICvl reMennMdgnenP possible even. \ 1 FOR MAINTENANCE: "At`'concrete a W a1 .w klyana after BENJAMIN STOUT REAL ESTATE SERVICES, INC. HED� TON �eevs ninauruoeR E� � r/ i \ CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY,N.C. COPPOST w. ra.MntmnM,easaeke Mu.or Compost `t(. anaa5Pnt pgarret "m (/OPnOO)(=)hon'm) ai,° 9 Mtlema,'needed to allow.'r'iaasddeaPPad SCALE:1"=120' GRAPHIC SCALE APRIL2023 Sheet naw/ceyIi Silt k Area 111 wattle Sock/ Mtwetth(Oz) .35 reFee)( si MO t (aos`m) tT000 sa m) (soosm) s �ndewe...,g gin°re�Poetwits s a 1z� s�D 240 480 11 "ey avow o,- ,. t In zz w eeaantea e .0 s mir, a /1t d milt min 1 eim�Iane� ns (e4 o/ (as (ze1 <n4 el:wineecs�aoair rnnni� ree ( IN FEET) /m/m) i/m/m) i/m/m7 I/m/m) i/m/m) meeaareh ...' 1"...ed. I inch = 120 fit. MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.28305 ILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION PHONE(910)484-5191 FAX(910)484-0388 LICENSE#:F-0106 UST SAVED:4/18/2D23 1248 PM UST PLOTTED:4/18/2023 1:40 PM PLOTTED BY.Dennis MM. FILENAME.G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-15 LINDEN LANDING—EC\PLANS\LINDEN EC—LOTS 2.3.5.6 k 9.0WC