Loading...
HomeMy WebLinkAboutNCC242637_Site Plan or Location Map_20240828 CONSTRUCTION SCHEDULE \\ - `� / / / N. ill I.Obtain all necessary pewits and plan approvals.Erosion and Sediment Covtrol(E@SC)permit and a Certificate of Coverage - \ / / / / // \ \ (COL)must be obtained before any lend disnnhing activities occur.A copy of the MSC permit,the COC and a hard copy of the / / / / / / P0� plan artier be kept on site.Preferably inepermits box,end accessible during inspection. / / / / \ it . �qc}',005 2.moron g<nva construction entrances first,man silt rm<ea,r<mrort<a our fence J / / / / / / \ \ --\ GP P' user and wattles. / / / / / / / 0 0 L c'j, S.Finish clearing and grvbbing any necessary areas on the lots as they are started. �' / - / / / - / / \ \ \ RO • 4.Begin lot grading and excavation activities �� / / / / � / \ fl\ sR� I20AD , S.Be®n or continue with house construction activities. i� /o. /�� - �� / /�- // / \ 6.Finish all roughcgrading and house construction.All areas not disturbed for 7 days needs to have temporary or permanent Jgroundcov / - / /- / / \ \ /i� 0' ROCNFIS4 ROAD 7.Install driveeinstalled. ay elwalka and Patios. '/�// ' -- _ _///-/// /// \ \\D` - -- r "'� \N. CPMDEN 03 - B.Begin fine grading oflo[areas ' / ,..7,-- � _ ..../... / ----�- \ _ r�I `� , 9.Pine)gassing,mulching end stabilizing of lot Inmost cases this will involve me installation of and on the lot The silt fence will // - / i i i i--=_ �/ \\ \ ^ ii Ilk LJtJ v� H IO.li iPr Th hell oed If p fen d dwemm�on control measures end complete mefollovnng ROAD combed If' P f found mDEMLR b' / /-/' //� / - -.7--/ ��-----� \ hnps:/Iwww deq. g /bo Ud / I J I J s/rmwwatcr/srowwatu proBmMnpdes conswction program. _ \ a ���,• Twelve mouths ofcompleteinspecdon forms shall be kept on site and available for irMpenim et all times.It is recommrndeda /////////'/// �/ 1 a� �� copy be kept in a permits box,R.CS,113A-54.1 through G.S.II3A-5]Sections ISA NCAC 04A.0101 through ISA / / / /- / .- �\ y. NCAC 04E.0504 General Permit NCO 010000 NPDES far Construction Activities. / / / // i / \ AND. Itself-inspmtionefor erosion and aedimemationwnwlmmsurca are mbeperfowedatkast once every a<vmwlmdazdays and , / ......... I \ __ Yates Ranch Road r within 24 hours of very min event of greater than I...Any needed repairs shall M made immediately to maintain measures as / / / // / \\ Amino designed All ESC measures shall be maimaned.specified in the construction details on this plan.A min gauge shall be installed / / e'/ // / ) at the project site for monitoring. / - �Q deq nc nand final acceptance letters.W<ofinep%ewinadon(c-NOT cues shall close out E@BC /// / / /0 U.l.pecn n Project is complete,the Perm / / SITE pD Plan After DEMLR nsubmitforms the fterminationt close out,(lams on report,the general shall permit fee / / .govMCA01"to submit an<Irottonic Notice of termination )ASI20 mnuel generalperml[fre will be charged _ -_ �� tili 'Li mitt me o-NOT has been filled out / 111 GROUND STABILIZATION // /�/ 0Ill E--] 0 cr 132 123 / 27 zs SITE AREA STABILIZATION / / �\� \� / \ VICINITY MAP DESCRIPTION TIME FRAME EXCEPTIONS / / \/ / - ( ( J N.T.S. -(I ' PERIMETER DIKES, 7 DAYS NONE A/ / 1 Andalusian Drive II SWALES, DITCHES IN. J / Di / / &SLOPES I / \ // / ma no / / HIGH QUALITY 7 DAYS NONE / \ :_ D / / , WATER ZONES v I / (HOW) filliii I SLOPES STEEPER 7 DAYS IF SLOPES ARE ---n �_ A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10 OR LESS IN NCGS 113A-54.1•IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE \\ 149 I I 151 52/ �0 imil__so.23CINATURA"" -IIII n F--'1 n EJ / COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER 11011011P149 150AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 I I /' 152154 155 156 2 158 /EROSION AND `]� I 157 / /SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE i5A DALLOW DE ' \ / �NCAC 046.0131 STATES THAT•...DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR I - 7)INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THEAPPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. FLATTER SLOPES GREATER - IIa NC w<TUaAL EASEMENr- .� 11 DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 5D'IN I / --' --- QIII' , 10 PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH 146 I• I --- e _ \BOCONTROL PLAN." I / -aALL OTHER AREAS 14 DAYS NONE(EXCEPT ( 143 I' I 142 --- ---- BPNeNATU-"ASEVSEMENT �� WITH SLOPES FOR PERIMETERSEijJ --141 140 T °"iBOG[ENT 30'NC NA URA �� FLATTER THAN 4:1 AND HOW ZONES) I1 134 cAS BASBMBNT I: I --133_ b \ 12$ 32// 21-- / 1 127 r DATE: PAGE: I / -- VD 11 S Sock/W Silt k/Wtte \ �/ oa ster \ / \ I / dg 1. •, 3.MI D,I, .I N \ \ R d Pony Lan: 1� I / il 20 Q I . = 1 1 ,r _x netting...NM. 7„ \ I 56 // 1111 ,I ( / /- t, I, Mln.�l Mini 2 z u to gthsuchthatogsdo.defom �\ 5h / / ' PO P o \I Stokes stakes nwanle(s)ahounhenstaad �n 167 SECTION SECTION minimum so.'I w:Pet Si a ated WI toe of. `� N\ / 168 170 A I ITrI / 1 I s Fs EEN4XME ep flat areas should be Ro <o land disturbance.TM °a ureW pales to �7Z2..4,\ ; / Jt2 o�El n °" " to"/ I I I I W 43 I 42 3a 13 - "" ",M°" runoff 0 and the end a at Plan N E sit / / / / I I I CONS, i 1 I ti 1 4. Oak or other durable hardwood stakes WM a 2 inch x 2 inch cross section should be Minn ,.....__- - - 55 N. / //l/ j 1 1 1 1 I /gI „D„ I LIMITS ,_ M (I) kil vertically plumb,through the center or the silt soalwatte.Stakes snot..placed at a maximum interval(AO feet or a \ \ \\ ;\ \ a 166 164 1 T / 45 / /�/ // / / / _ 8' /Lot Phan I «cam at g nd 4 Mn of 8 feet if the d sock/wattle pNmaximum d In interval - -- \ o PI / // / / / / / / / 44"/ G" d .e uNTRENCT�oi/i Mulch or log s. used n :el=tie�ry ----- \\ \ \ \ \\ 4 / ENis.:mloN / // / / / / / / 5 I =` I INSTALLATIONNED m...�.,..o°.o .. ,, a' aa�tldgro"�aroma `\ 74,\\\\\\ \ �� �x a 7 "I % //�REA yND / / / / / // / 41 0 DNLi NON 14 I a / I ISOMaDaeVIEW d""mbw re N. ♦ \ \ \ \ 4b / / / / / / / 3 ='T e.afEN I ' 2 MAINTENANCE:<o aLarLa,t klyan40041 �� �\ . plan / / bo E9 Ear ea1. ch,IhChOrgr.aterrainfall.Remo.. \\ `� Purekred Circle // / / / / / / �" / - coed RUCTION Ni"\.. / / MIMI or Soc. COMPOST«x NaALrgWRAEa \\ \\ \\\\\\\ \\ 53 iro �\ ENrRA�E>z Air/ /// / �/ / / / y for unLrenmad a Ta s. o<xa�a'�.�, �m s,an.`m)(It):m>(sue",m) m� gad n, \ \ \\\\ \ ' \ \ 47 // /coNsxaucT(oN / / / / // / �/ / 40 . e Al5 I / / SheetFnw� gProMMd o. �\ \ 5� AJe• �/Arc \ \ :� / / //LIM / / 17s tsd<k/k°mh r 1 i mi ixxa`mi ea coo tFN raw a `-- � \ \ \ \\ \ \ °'4tyq: �' I- TE \48` �\ // �/ �� / _/ / /w«kA1a wotte (»m) a�°m) (eca art 1 \ VA A v A I,` � � // / / / / / / /�peaeD°, n o mgd °g \ \ \ �_ _ 51 E0i4-9_'C ..__ v / ..1 ' \ �� I age a°N in in ,aria min in h«atid �w \ \ \ \ \ \ \ �r - - ",","",IT' . / / / / / / c sTRUCTION °ca+ o„ �tae i:at c3]. measure hex bean permanent/stabilized. \ \ \ \ \ \\ 'v / / // / / / / / / // s I /m/ml /moot /m/m) /m/m) /moot \ N \ - -o --,RE'LT / / / / / / / 7 SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION J^ N e --- O i� 1 / / / / / / / / / 39 / \ • L_- 1 \ \ \ \ \� • • REMPO IRCeEO -�// / / / / / / / / / / \8 ns DATE: PAGE: -\` �� \\��\� ` ARF�a \ � AfiO��---- ��• - 1 / / / 1 / / / / / - utnlTs \\ \ �T \ \ �I/�/ / / Lot / Tau I 1 :N \ \ // / I / (A.. ..BCDEFGH.i ( " i ' i N 1G M Ian // / \ \ 1 • U U �� �� N. ----_� ▪ \ 1I I 11 \ \ \ \S \ \\� / /1s \ I ( l I I 1 1, 1 \ \ I)Mt A. It 0NOUSE 1 I �� I �0o ��. 1 - NOus 05 �\ \ I ( \ / '--\\ \ i- �i/ ��� \ \\ \ 1\ \ `\1\\\`\\\ \\ \ \\ \\ l \\ \\ \\ \ _ 'I ( 1 V -- \ v \ v v v v v \ V v v �v j \v LOORs INLETvv�� OF CURS o -OAwAy ,.'•;v�rts1. o, 9��ttr, \ \ \ I / / /- \ \ \,/ / -- /i i% \ \ \ \ \ \ \ \ \\ \ \ \ \ \ -- \ \ 1 \ \ I \ LEDGE Nmea; \ \ \ \\ / 1 \ ��\� \ \ \ \ \ \\\ \ \ \\ \ \ \\ \ ♦\ \ \ \ \ 0,...) 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland \ \ ` \ _✓ / 1 I I \ -/ / __ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` _ 1,\- 3 ( I \\ boundary and/or around protected trees,providing radius of at least 1.25 feet for each �\\�\ \ \ \ / / / \ // �- \\\ \ \ \\ \ \ \ \\ \\\\\ \\\\ \ \\ j,-�\ c��\\ J I I I / LEGEND inch of trunk diameter. \ \ - \ \ \ \ _ ------1--::-.::::,.. \ 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ \\\` \ / ( \ / / /^\ \ \\\\ \ \ \ \ \ \ \\ \ \ ♦\ \ \ \ \ ..- \\`\\\ / I I / N @ schematic/diagram and field adjusted.i(necessary,for placement et low points.If lots are \ \ \ \ \ / 1 \ \� / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ / /r \�\ \ \ / 1 / contiguous and have d'Merent lane owners or builders,each lot should have individual sin \ \\\\ \ \ \ \ \ \ \ \ \\ \ \ \ \ ♦ \ \ \ / // \\ __ FLOW DIRECTION I I SILT FENCE -.-._ SILT FENCE D LET Fences \ \ \ I 7 \ \ \ \ \\\ \\ \ \\\ \ \ \ l \ J I I 3 InstallrequiredSltF IN ,Of t fproperty l d s therefilet with \ \ \ \ \ J \ \ \ \ \ / \ \ cONSTFUCTON ENTRANCE septicsystem.Iti h responsibility f the b builder t the- tall ti of sediment \ \ \\ \ I / / \\ \ \ \ \ \ \ \ \ \ \ \ , I/ 1 I �\\\\ \ cues NLEr control d impact n septic systemdP repair () \\\ ��� ���\ \ I `� / \\\�\\\\\\\\;\ \\\ \\\♦ \\ �' l I I _�\ \\\� �_� 1 4 Al least Construction Entrance/Exit is tub installed /\ 1 S Waste bins and other areas dedicated formanaging building material waste shall be at \\ \\ N. \ \\\ \- J \ \ 1 // / \ \ \\\ \\ \ \ \\ \\\ \ \ \ // I / �\\\�-^�'7) • - least 50 feet away from storm drain inlets od g dkeh unless it can be shown that \ \ \ \ \\ \ \ I / I / \ \ \\\ \ \ \ \\ \ \ \\\\ \ \-J I �� 1�� \ _� , no other alternative exists.If the separation cannot be achieved,these areas must be \ \\ \ \ \ \ \ // I / ` contained behind Silt Fence. \ \ \ \ \ \ \\ \ \ \ l ( / / \ \ \ \\ \ \ \ \ \ \`\\\ / 6.Inlets downstream of disturbances should be protected;streets should be swept when \ \ \ \ \ \ \\ \\ ` \� \ \ L I / ) � \N\\♦\\\ \\ \\\\ \\\\\ \ / �� 11 -- `��`\\\� � / -- sediment from the construction Sillclon Outlets, s present. \ \ c - ` \ \ 1 / ..\NC-Envronmen to Hoeg 7.Details for Silt Fence Fence Outlets Construction Entrances and other measures are \ \ \ \\ \ \ \ -- ........ \ --� \,) A 1 / - \\\\\ \ \\ \ \ \ \ \ \ \ / / / / / ` --\ \ \1\\ , provided on additional sheets.Erosion and sediment control details are not drawn to scale \ \ \ \\\;\\` - -\\ \��-_-�\\�-J\ 1 / N \\``\` \ \ \ \ \ \ \ \ / / I I / ��/ \ \ \ a \� -\ TYPICAL LOT LAYOUT WITH CURB AND GUTTER DATE: PAGE: PAGE E 1 of 2 TOTAL DISTURBED ACREAGE: 1.91 ACRES LOT EROSION CONTROL PLAN LOTS 35, 38, 43-47 & 50 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION VALLEY END as / 0 Q' �3 General-All measures will be inspected and corrections made after runoff producingrainfalls or at least once perweek minimum.The builder will insure that the construction activities on anyarticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates measures will be P P Y �r Q J`v. / �'°w 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. PHASE THREE S f ,n .� FOR * ^.'�^�'STD.�, 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.A#er each rainfall,inspect any structure used to tarp sediment and clean it out as necessary. Immediately remove all /40� - i S objectionable materials spilled,washed,or tracked onto public roadways. B E N J A M I N STOUT REAL f i'�gy�!EAB 57: < 'a k R 5:��K.Sn�-.�. 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 insure y' 5 �. 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! e ran - ;tip,'] .i �'!� • Sodding The sod should be properly maintained to insure that the rasa take holds in the areas being secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent Borman of the sod.The sod should not be mowed to close,since this could inhibit adequate growth ESTATE SERVICES, INC. / ` 4,.. R^ a- n P Y 9 9 rY dormancy q c•-tjJT j�l Sp�,l.*`O d 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. ROCKFISH TOWNSHIP CUMBERLAND 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' J U LY 2024 Construction: Maintenance: 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. 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 l inch or GRAPHIC SCALE material and Properly grade E. greater rainfall;make any required repairs immediately. 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 2.Place the gavel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment Ion o 50 100 200 400 smooth k. from leaving the construction site.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. d 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.1mmediately remove all objectionable materials spilled washed or 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 subiectto 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 ) 1 inch = 100 ft. CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE#F-0106 LAST SAVED:7/1/2024 2:18 PM LAST PLOTTED:7/1/2024 2:21 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\24-2510-02 VALLEY END-EC\PLANS\VALLEYEN0EC-LOTS35.38.43-4]&50.DWG