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Home My WebLink AboutNCC241479_Site Plan or Location Map_20240522 �'qut EASEMENT , .1� )---\-- ‘ - 58 I I - Q' ---- b-- I � e9 I 1 45 a 32 719 \ 24 N.a IW re E I DATE: PAGE: DATE: eoe `der Fabric PAGE: Ibwnnou,wue fewre FencePlastl�I heel Pog1��\�l/ tl® I 1S? \ _/ 18 �' 1aPaP3LTPENaE o, pLEASN'T.'e' SITE ' / ,HE WASHED Si - C ABOVE THE TOP 0 u• f I I I r t =amro aretr rd r '...j/ 1. B• '?o b 17 I S,EELFENGEP FRONT .................... 1 rEabrlp't 60 43 WIRE FENGE w SE SEABOARD COASTLINE RNLRDAD 34I I Ii \ 1 I HARDWARE CLOTH �FfR Construction: Me sediment barrier of standard strength ore a Filter %ynlM1etk titter kbrin. R093 SECTION w 2.ceEnsure that the height of the sediment fence does not exce.24 Inches above the ground.(Higher fences FILTER OF 457 AND WARE volu ater to se I I WASHED STONE NTOSOLIDGRouN� CLOTH TRENCH oints are necessary,B firer hoer maroneaota,rolln<htfmle me)n'er to mi avoid mtM1eoi..When oen I I I GRODND �2APSAR mlrvSTEEL c m urey..erefilterclothnnlyatasuppnepostwth NOTES: 4.Supportstandard stomp fniter fabric byy wire mesh fastened securely m the a p%ae of me posts.Foam mainlenence: eeto the tom t.trench.Fasten vnre abnc 1.Inspect sediment l Hardware cloth and gravel should overlay the silt fence at least 12 t I.st once a week and after each 1 side of me fence pent.Wire orrppllaastic fetes should have a minimum so pound tensile stem o„ up%lope VICINITY MAP I /f 42 I I 16 I I I s inches semaxmmm�f3 ouldbed^.e^ a cofences ..Wen.ca e.kar.decompose. sec(not to scale) 61 I 35 I I 2.Stone e d e outlets t should be placed on low elevation areas of silt fence 6. ap5 alrinto re,gff ground„nog ,um�1;ppda inches. require a wire upponrenm.Securely become or ,n<^Nepceoseee npceospa Prom., e fence Take\\\\,,` MAINTENANCE: fasten the _ storage volume for.next rain andyang h elxoeieu adequate 66 I I MUROW IREFENLE "'Ry of 1.Per NCG-01,inspect octet at lest onceaweek antl after eachfinch or erkbnca posts. es Mk and cinches Beep ab^e�henproposed one of pound 4e puss one rekaw,a undermining �/1J FILTER FOARIC IN TRENCH greater rainfall event Complete any required repairs immediately. upsbppemirom ca ferret m4. I" I I I , I 2.Freshen stone when sediment accumulation exceeds 6 inches. g.gaddllltne trench 12 inches fMAhnoll placed overthe ate hirer fablm and side e and the trench. Thorough compaction of the eckfill is a.bring Me a,slragearearea to has been properly and nay%tab,bzea. rme contributing ` 3.Keep mesh free of debris to provide adequate flow. a performance, II I k \ _ . SECTION VIEW 4.Remove sediment when half of stone outlet is covered. 10.Do not attach filter bncmez¢ting trees. I 41 15 .ANC-Enmrgln�m,te�.),.ea 5.Replace stone as needed to facilitate de-watering. SILT FENCE OUTLET .ANC-EnN te'jp g 6 11 36 I I re�men .a SILT FENCE I I 65 I I N.C.D.O.T. I I J N.C.D.O.T. 10'x 70' 1 I NCDOT OR9 Lq N.C. .O.T. 10'x 70 _SIGHT ESMT I I SIGHT ESMT \F`r SIGHT SMT SIGHT ESTM��T yk-'I1 A A IT`TI Fy�1}T{T TI R DRIVE T�-// rr� R W nM r YJ YJ L2�L21 V S 1L9 V db� L 141 Y V®9 Lb/ 11 f`� DATE:o PAGE: DATE: 'it \ PAGE: N.C.D.O.T. I ` / '� N.C.D.O.T. �,�q 10'x70' �% N.C.D.O.T. 10'x 70' l SIGHT ESMT �P A" •B• C" "D• E" •F• •G ^H• -II N.C.D.O.T. I?e.9 10 x 70' SIGHT ESMT it I 14 \ - �qx q, 10'x 70. SIGHT ESMT t �,,�y,, 1 1 i� � SIGHT ESMT �-r/ 37 I 11 �l� /i'VSi,'It-agilli IT y J.4G lL 8 l� 63 40 I �I psy \ > 4fr : as \Ct so- 4 nous 11 ll A .nousQ ck oA -ao J. oaowav -oA AY - Av �n I \ �w -v Y1kL 91 90 89 r ^I �pI , Fri�i�A r�RD INLET EDGE OF CURB Noted J L If needed Tree Protection fencing should be installed along the buffer zone wetland 5 36 I °1 __}J___ t Yii � � boundary and/or around protected trees providing a radius of at least 1 25 feet for each /\ ® .rV/ �� w �' ;G LEGEND inch of trunk tlameter. / 1111011. '/J� aide a..r.ate DIRECTION J i 1 �/ �ia� B'• 2.Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on FLOW rL/I J ` :� �- �,e schematic/diagram agram and field adjusted,f necessary,for placement at low points.If lots are SILT FENCE OUTLET @ J �g.D�s1NAGE EASEMERT I / / y pyPl x retguous and have different land owners or builders,each lot should have individual Silt LT-J `L•J / ,sue Fences _- ENTRANCE 3.In all required Sik Fencewithin to feet of properly line[0 ensure here is no onflictw h 1 s'�4) Construction: Maintenance: septic system.It is the responsibility of the builder to ensure the installation of sediment ys� y.r( 2 I 259 a 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 CURB INLET E = control measures does not Impact the septic system and repair area(s). `: Ltd material and properly grade it greater rainfall;make any required repairs immediately. 4.At least one Construction Entrance/Exit is to be installed per lot. yarl 60 I rl 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 5.Waste bins and other areas dedicated for managing building material waste shall be at ��xJJ smooth it. from leaving the 2Inch stone. site.This may require periodic least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that �( I Z --r 3.Provide drainage to carry water to a sediment trapor other suitable outlet. topdressing with 2 inch stone. no other altemative exists.If this separation cannot be achieved,these areas must be \ \ ( 291 / �Yi/I 4.Use geotextile fabrics in order to improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed Cr contained behind Silt Fence. \ \ F n subject to seepage or high water table. tracked onto public roadways. 6.Wets downstream of disturbances should be protected;streets should be swept when YTS �/ sediment from the construction activity is present. 1 \ \ \ L_J ®Ilin I ..\NC-Environmentaljpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are / \- I 258 \ CONSTRUCTION ENTRANCE/EXIT _ provided on additional sheets.Erosion end sediment control details are not awn to scale. r TYPICAL LOT LAYOUT WITH CURB AND GUTTER V \�m�\\ 1 290 ® 261 //I of°�� ._ / \ \Q A (CONSTRUCTION I -- \� \ LIMITS p,� oIL oSEM�NT� �C ❑ N I of e-- \\ I LOT PLAN Ilz II 273 I 262 L 257 A. 278 w \ \ ---�- IN I 1 \ DATE: PAGE. \ - I CONSTRUCTION SCHEDULE M Wattle -` EMENT 1 I.Obtain all necessary permits and plan approvals.E a Sedimentc 1(E&.SC)Permit and a Cenificak or Coverage a�I T n ur t a for UTii"Ep$ - j° (COC) be obtain.before y land disturbing .A copy f theEWSC permit,the COC and a hard copy of the wZ� ° I u 5 u e use in slit socks or wattles. iSEMENT 30' _ Q w equivalent protection la sees_I, rote al 11. against erosive 2.Install 61 constmetion entrancesk p prat bl faen'I fences,d reinforced I f ce inspection. II=11- 2. Fill silts...We netting uniformly MN corn., _X---A- ' IQa I 1 2 3 end... 1 tl % 'I r., to Ma daairad Brake, a ht instatedpare!.`° to _ ` ❑ 3.E n I g dgrubbing ^necessary areas on the lots w they are started. SECTION SECTION aoaflet areas vll t Me of a he Me \ \ 288 279 IR I 272 45:Begin lot grading mnamactivities „"g II ` \ \, II II / -- fie Finish all rou^M1 Smdingare d house conswcee All arcs%not disturbed for]days needs to have emporary or p<rtnanent manor.T,a eMs of Nil Jf�a \\` groundcovcri stalled. t Netol snoulabemrctl MNMy up�owpem . Oak or herr durable hardwood stakes with a 2 inch x 2 inch cross section Mould be driven / ].Install d,ivewa's,walks en epodes <o A.N,e* Nara fro 9a un0 eene e I �\ ``` L---- -�- /\- _ 8.Begin fine'grad'n8 of lot stcaze n o e 4 hlels)m� \ 9.Final grass mulching and stabilizingof lot.In most s this will involve they stellate vof sod on the lot.The silt fence will W 1 - -- remainin placetoe lotuctseddedorgasofMe erosion nanded sedimes atrdn con measures 7 y4111. O'ORAINAGE EASEMENT o.The co corn oad conduct self-spa roes ofeero io ds dim t o control dommpeete ¢following \`--- 20'DRAINAG= ASEMENT combined self-inspectionfo^n found onmMeO Ix websire wa wa grog ground 4"Min. 6 the In a 4 inch maximum interval 010 feet or a maximum interval naps://wood g /b b'd s/ I ill d s/ / g rn d m N Twelve to f completeinspection f shall be kept - d available f inspection all 1 recommended Compost To 112 height oflog . in the event staking is not possible(ie,vvhen -- -`L48 copy be kE.0 P b .R NCO1000541E gG.5113A 5Ac i 5 CAC04A0101 g 5 UNTRENCHEDNSTALLAION RENCHEDINSALLARm.ra•eoo.ecwmmw.:. E NCAC M CG 010 TIO 287 II.Self-inspections d sect b performed I ery I'd d d OM m C v eta sock/wade de events. 271 255 \ within24hours of very of greater m 1 inch. deem hnn a immediately to maintain measures as 280 \ designed.All ESC measures shall be maintained as specified m the construction details on this plan.Ara gauge shall be installed oraeosTsacxrxnu FLOW PATES 1 MAINTENANCEInspect silt ny debris as atter at the projectsite for monitoring, rainfall. and 12.Inspectionand final acceptant letters.When the projectcomplete,the permittees shall coma LMLR to close out the RWSC nee Flan.After DEMLR informs the peon ee of the project close via inspection report,the pecan tee shall v, for Untmnd,ed Socks 2 ante must bneeded to allow for e replaced if hog.or "deq.nc ovMCG01"t submitn electronic Notice of tormmanoa(e-NOT).A$120annual general permit fee will be charged Protected °v.av Does.' Were, Ow Ural (wooer germ tzsouml \ until the o-NOT has been filled out SY.M Rawy wtla L.%r taxi nasml 'AZ Posml Isse mr tsaomr a % larger W Br oraetlib bet m measure. 286 281 270 \ 265 WakAre m1ewna,,. ,seam, nwtl nil„ aROe Ira am,m,PTa.m,r diameter am different du \ m .n.n m ,ta„m „Ram danpmm Rea® Silt%en anReinstall if be Inspected d mess rehaslbee is een,pemaenttl;m;,leed.the I 254 A"SELF-INSPECTION REPORT FOR LAND DISTURBING L SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION ACTIVITY AS REQUIRED BY NCGS 113A-54.1"IS AVAILABLE FOR y r t USE.IT CAN BE COMPLETED BY HAND OR COMPLETED AS AN EXCEL SPREADSHEET.AN ALTERNATIVE IS TO MAKE 285 282 269 266 1` 9aA NOTATIONS ON THE COPY OF THE APPROVED EROSION AND 253 252 SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PAGE 1 of 2 PROJECT SITE.RULE 15A NCAC 048.0131 STATES THAT cp `` "...DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING TOTAL DISTURBED ACREAGE: 0.19 ACRES AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION EROSION CONTROL FOR CONTROL PLAN OR BY COMPLETING,DATING AND SIGNING AN LOT 289 s-TY, .50._ -- INSPECTION REPORT THAT LISTS EACH MEASURE,PRACTICE 284 283 268 267 _ _ _ � _ � OR DEVICE SHOWN ON THE APPROVED EROSION AND _ ..... SEDIMENTATION CONTROL PLAN." B LA K E F I E L D 20'DRAINAGE EASEMENT 40'DRAINAGE EASEMENT - - PHASE 8 / 40'DRAINAGE EASEMENT - MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION /� ``�� :re r ra m �" ' �w w. FOR we.nee,a,aackeda"mp„h,amaawem• reneesnoodbelmeweearroastarosemeta.awarsac„a„rmvent...n,repakeoh�,.mod �50 a y ___ -- __-- -- - - --"'------- _ Da .remove"�exeM sedenent moll retie.ape I n al me Woe. astorage M oeMo.be m:efo. °.�.atfaI ri.� CATES BUILDING, INC. ....- °dgym CEDAR CREEK TOWNSHIP CUMBERLAND COUNTY,N.C. x .• searing-Mooed oho.be properly maa,taa mimeo Margie,.ratio raw m AO area bah wwree.nn ad ohou5bedae adequate ae nausea-y m maaxem adequate MreIn the rew zone.nil eveateamraayofnw.ee./ha:od.,raaMn � re`a»a e':. 1„p quate„owd,,.ndsta.adonNme SCALE:V=60' APRIL 2024 m d Thesod.xwdbexredand rod a,per antrpemom*IIona3. when ecMw.,H,.T°.are,mxnsm.p,ee%ugenemnnn00g%norebeprmm%nvxda,=ae and amee„Mre.,.y ,.me,eae GRAPHIC SCALE IN FEET ca'meenndasemaexaanawaa,mearraaraean,aamarea..aae,.aaa.pemwwtoorsoedr..wxoso,do:'naaea`' e,er �e„',Rena, Persuant to G.5.113A(3),provisions for permanent ground c sufficient to restain a ust 0.44fin"m"w.ofmar.,nom,..n.am.aemm ao pennonvmpretio/ne remn,.,eore.awa should,....Or.pm*g see.nn perm..n.ma so so o so tso too maa be accomplished for all disturbed areas within 14 working days,or 90 Calender days(whichever is arts rra. w,m xepsweane.ormnw.amadam°..wornproepnranrave.w.hw.h or. nwxmownpm.m shorter)following completion of construction, cuss mmnwryarm amuaam.,nn a.n mesa.. MOORMAN,KIZER 8 REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C. .aneaa m.m,w.smang. g.ne,nuwaaanw d.mn.,,rrer.e�mapmpwpmmrenna,rg�a..°u � °ee� ma'e PHONE(910)484.5191 FAX(910)484-0388 FIRM LICENSE F-0106 LAST SAVED:4/10/2024 9:26 AM LAST PLOTTED:4/10/2024 10:16 AM PLOTTED BY,Dennis Gilbert FILENAME:G\CURRENT JOBS\CATES BUILDING INC\16-1E103-01 BUKEFIELD-EC\PLANS\BLAKERELOEC-LOTIB9.DWG