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HomeMy WebLinkAboutNCC241445_Site Plan or Location Map_20240513 �"• CONSTRUCTION SCHEDULE / �/� �� Ill's'''. I. Obtain all necessary permits and plan approvals.Erosion and Sediment Control i / / y ,Np� (E&SC)permit and a Certificate of Coverage(COC)must be obtained before any land disturbing preferably activities // / \_ 2 .A copy of the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a _____/„." �/ �� - pearmits box, easble dung insection. 1 \.- +aE. 2. Install 1 constructionfirst,n '1 fences, mforcedsMDuceoutletsandwames. / / '� -� �1 A^ �LLNMs q° 3. Finish clearing dgmbb g y necessary h 1 they are started / /� / ���� .._ _. \ -■ ` Ifs �� 40 d. Belli I grading d \ -%�� 9i� \� C , / sft90, 5. Begincontinuewith house activities. / 101 i % .� r _ HIM v 19 6. Find 1 rough filled.g d M1construction.All ked for]days needs m have temporary or pem�enent J / /- _ \ TES ROAD TT �e g�.n - Y HARNE I I V"- ] Install d Ya walks and patios. / -t. - rui ` �\ll tea=^r_ 8. Begin fine grading S5 a10°' COUNTY 9 Final grassing,mulching g a stabilizing of lot In most cases this will involve the installation of sod on the lot ///�ot areas +teneLf ' D ���`-- �� peP p9 The silt fence wJl remain in place until the lot is sodded or gmssrng is stabilized and takes hold / j �j j ^-1 --}_�� -' ygGu-YR I_--=- -�z-- \\ 10. The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete / ��♦♦// 9 ••.� .. ' � = pg` j � V/ �1 the following combined self-inspection f found on the DEMLR website �� _/ �. _" +-•�" '." "' /Ops, �� ` �_ 7•�. -�\ g(''S VVV SITE httpa//www degncgrogaboutTwely m/energy-mineral-andnspectenfont/stall beept on site er program - ,-� ' ',-G�� � � TR� - === !� \� /npdes-construction-program months of complete inspection fonds shall be kept on site and available � � Y,y �- ` _ s.C33 3 ' f inspection at all times.It is recommended a copy be kept in a permits box.Ref:G.S.113A-54.1 through G.S. ' / i .-,,.y00 .............. ..._ �_- / \\ Al ND w" a01 113A-57 Sections I5A NCAC 04A.0101through I5A NCAC 04E.U504 General Permit NCG 010000 NPDES i f • /� 0 l� �_-i „� ���°0�..- \ \� Ut418 1I ip" forConstmetinvwctivities _ ii �i'�o :�� of aa: .� o° ���- g � �\ G ` 14 I1. Self inspections far erosion and sedimentation control memures me to be performed at least once every seven __ / -- j Y ��0 - �\ \\ COv �` calendar days and within 24 hours of every rain event of greater than 1 inch.Any needed repairs shall be - - Ae�.�" / !." ./ {R. .� ..�ypci_ .� J \ p^ O H / made immediately m maintain measures as designed.All ESC measures mall be maintained as specified in i a� , ,' ,'y Tap0. ''O / \-2, % \\� 34 cLLEs R the construction details on this plan A rat gauge shall b installed at the project site for monitoring. •1 ® �' %� / i - \\\ 's aR,f 1Ill 12. Inspection and final acceptance letters Whenthe project complete,the penninees shall contact DEMLR to -/� / 0 / 6 loci-R\ \ 4k' <;22) ° close out the E&SC Plan.After DEMLR'f M1 p tee of the project close out,via inspection report, .I � � � �Yq '�. ,- 7 p9 w � o the pennittee shall visit deq.nc.govMCG01 to submit an electronic Notice of termination(e-NOI).A 8120 ���.. .. ..�.. ���/// ..t� .............. 0 \\ , 4O p�rc 3$ annual general permit fee will be charged until the e-NOT has been filled out /.�""' '.'.'.y ... ":. ":" "�i:.'\ip0-:p....f.... CJ' i/ eJ '(\\\\ \ a� "p" o ao1 GROUND STABILIZATION .• �-�"� �+��'..'.'.'.'.'.'.'..�................... � � --� � � \ Q VICINITY MAP SITE AREA STABILIZATION / ,r ...'..'.'.'.'.'..'.'.'.'.'..'.'.'.'.'.. r VPE ANDS. - �TOC�1n�r>te meet \ 11 (N,T.S.) EXCEPTIONS e •. DESCRIPTION TIME FRAME . .. .........,. . J E:'.'.°................... ......� �'.'.'.'.'.:.'.'.'.'.':.'.'...'.'.',!� _ liF \ \., PERIMETER DIKES, 7 DAYS NONE 1p� •• I. :.'.'hdj!... -�, .... .. .. / -- \ ,�p,�.....� .40.=.yR`.-.t.�.... /...... .:. :.:. :: ...-.:.:.....;:��:............................> -1�`UTILITY EASEMENT- �5' T____�EME..,_ �O' SWA t S, DITCHES 8 .. L....s � .................... _ .':'/ i .. �� ,(O,- CA2 , \\ &SLOPES �I HIGH QUALITY 7 DAYS NONE v ......lo��R fi ........ ......... f-- .... - / /i \ /1�\ i WATER ZONES ' ........... '',. y.r...... ..... _ / / / \ \ V......�v.. oo y % / •I 59 58 57 \z �� O \� H W �^O=YR....... A SELF-INSPECllON REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SLOPES STEEPER 7 DAYS IF SLOPES ARE .,�'1� / / / 61 ♦ 56 G/ ," '4 Q -. ` \ -- NCGS 113A-54.1•IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR THAN 3:1 10' OR LESS IN J ('"'"'"""J_ "`^_ "'y "' "'" "'"""_""'"""� .' ' / / / [r�~ \ ,Oo__,J \ COMPLETED AS AN EXCEL SPREADSHEET. \ 4 \ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED LENGTH AND ARE I,""""""�"- """""""""""'.:J;'.",","y �- / / ` 55��4�// S-'Fhd �� \ ` NOT STEEPER ) rU4'._.:y'.':.'.'.'.'.':.'.'.'.'.':.'.'.'.'.':......:.............. / / ` A Fry\ EROSION AND ..................... ..........". .":"'.'.- ;/ m ry-4f / tir I \ \ \ SEDIMENTATION CONTROL PLAN ,..D IS KEPT ON THE PROJECT SITE.RULE i5A THAN 2:1, 14 t,":_': / / // Ir. J/ I . / / 5 4 0 �� NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY DAYS ARE ky ""y ul / 47 // e� \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALLOWED �.+ I "" "' _". y APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, SLOPES 3:1 OR 14 DAYS 7 DAYS FOR y ."........'.- "/ ,♦��� 3 / / 44 45 46 / 49 \ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, N \\\ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION FLATTER SLOPES GREATER .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: CA2-- / , o / / 5O �_/// ' �3// __ \\ CONTROL PLAN." THAN 50 IN / / 10'UTILI _EMENT S J ---}g'}2TILIIY FASFMENL Q�j// / ' / // / ��\ --- LENGTH ALL OTHER AREAS 14 DAYS NONE(EXCEPT -' CONSTRUCTION CONSTRUCTION ��,4a / / / / / / WITH SLOPES FOR PERIMETERS "--'� Vega Lane ENTRANCE ENTRANCE Vega Lane 5/ / / e,, FLATTER THAN 4:1 AND HQW ZONES) / - / e _ _ • // - PD / /�/ aII 1 - " T5'oterrEA hrNr---z----- �T 2 13 V e$a L REINFORCED cis F I REINFORCED �TILI BMENT : _ aG 4- / $, / ---1,, DATE: PAGE: ,, y E D F / - S t Sock --�'•- N R J...WATTLE SILT FENCE '1 t,(� /wattle Silt Sook/Wattle -r- \ rl'�_� ; -�TL� /. v FLOW,_ •MIN, be PLO •MI . cecuon `- YL GIouT 40 T 39 / _S$- /� \ / / 0i / / �- 1 erer a3 42 41 _ //-- _i� lea -1 �l:il:- n�J' i yY:TLAN4$ wETlATl4s -f\75]A / / // �'� 1 _�. -11=R5 Iv mm9asL ... .............. ...r.. 1 ` CONSTRUCTION / 37t..t/./� t2 M-n.'I 2--v 2 tz M'n.il 2 x 2" sin such that ass do not aarow / �T _ +�•' '�� -ONSTRUCTION SIL bICE k SiLTFE / ^1 Stakes Stakes 3. $'L seckANaMelsl should.installed parallel - a.,l't� ..................... ..................... ......... ... CI LOGES- v v �IMRS f / SECTION N or 10 feet beyond the roe of .............................. rF-, SECTION '........................................ -/-' tie«aredat.eed9e oft - f the silt '° A",.. 9 undtheendof.e /�JJ<° a. silt nea)aE 26 27 �28 O29 �3p�3132 33 34 35 / et /h��//y/�,I�/�I/IIIIJI , Oak or other durable hardwood stakes WM a 2 �I0�� / ` / 1I I III I 10'i7PICT/ NT �I I of 8 feet if the Me PHeelna4lned 16 «coin na a M n. / i nil r 9 / vegically plumb,through the center ort the silt socklwattle.Stakes should he maximum interval of 4 kw(or a 5 bled=a � 2 (/)))) Ijii:Toot/2 delght of log a 1 at a JmroL,n�:�ni� 25 lli r to StreetIDrvTRENLHEDIrveTALLAnDry Co e Ga / sock/wattle to amconcrete Mocks niee used gabenig ruNe sill mrcevems. / / ISOMETRIC VIEW , (C N;; rk,,v8el.aN.aatwaaklyanaarcar Al / C ENTRENCHED INSTALLATION. MAINTENANCE: COMPOST SOCK N pAL tan.RATE need t den or greater accumulated xa an forutrenchadSockn AreaTaB. pwn,"tsoa< an.n >z•a needed maln,n Pn M a Orr n Diann er ,m) (It)(:n.m)(sue.m) m z bm•oewwawe gee er / ^-- � l . - 12 ( �\ Sheet P W«� f wit Sock/Mk•stn"4.1) i+°aT`mi i�:a`mi (»'") (i°"> (ego) a / ` \ �`..4-=.T J_ J.. WErrat4Ds 24 pg 22� � 20 \\- 1� \ red xp.ov a Ro. T s zzs ... *Wattles until -_ 128_ - 1=8 Reinstall if damaged or&sludge, mmarb sea ns Ls.o win/n 0 -_ ` T___- - -- _ _ „___ \\\ _s___,,.rem/nrwn/nrem/a own/n i4t (zeL (3]4 5EO/m/m) /m/m) /(m/^') /m/m) /^'/m) measure nee been ParmenenWstee'zee / / % - ----t �i/� �� 1�0 _ O_ ____ _ __ __ ___ _ ____ ILT K WATTLE F R PERIMETER AND INLET PR TE TI N � - _ - -.--=--- ---7--' --- •=------. --- ----,-------- - -----•---- ---- -_----:--__-_-GT 2 r--=--_-_ __- ,_-_- ___ __-__ --_ _ _-_- -----) DATE: PAGE: - / _ // /�� �_ �\ --� �- ...1-t--;c--1 ._,4 �� \ s � �� � � INt t II II � � II � � � � I d \ il 174/-,4 )) � � � ))))) ( r t) if i 4 Jl xa ll .... , I .. R sous Q ,r• -RO,a5vsA4�1Fi "n• -OApWAY 1• ':P�Iia�1. Y� H(a,•: -- / ' 1 / • ) C""17INLE�GOFLURB --- ---1 . ` / / /// / v 1�� Notes: 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland boundary and/or around protected trees,providing a radius of at least 1,25 feet for each / // / ./ ) /) LEGE SILT FENCE // /(II/ 11\SILT FENCE OUTLET ®ENEInstall i S f di1 \ \ I I I ,/\\ CONSTRUCTION ENTRANCE septic system.e is doe responsibility impact a septic builder toand repair installation Of Sediment / / ` \\ I / / \� //fl/ \ CURB INLET control measures does not impact the septic system and repair area(s). J I// / I/ ( r I I / dale least one awayfrom Construction Em drain inlets s r drainage per lot. / \ \ / ) ) f ) // \ 5.Waste bins and other areas dedicated for managing building material waste shall be at \ \ \\ \ \ \ / `c // \least 50 fret away from storm drain inlets or.nnot b dttchev unless It can be shown that \ / / no other alternative exists.If this separation cannot be achieved,these areas must be / contained behind Sett Fence. \ \ \ ♦ ` \ \ \ /// / / 6.Inlets downstream of disturbances should be protected:streets should be swept when \ 1 1 1 / /r// sediment from the construction activity is present. Th / /I ` 1irff // ..\NC-Environmenlel.jpeq T.Details for Gilt Fence,Silt Fence Outlets,ConstructLAYOUT Entrances GUTTnd ER other measures are ( \ / \ \ \ \ \ \ 1 , I I ` / / \ J / �/ /� //// 1 I// �� provided on additional sheets.Erosion and sediment control details are not drawn to scale. J I l 1 1 ------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER DATE: PAGE: z PAGE of ,. ° MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 0.92 ACRES oaa �yyy{ LOT EROSION CONTROL PLAN Q� General-All measures will be inspected and corrections made after runoff producing rainfalls or at least once a week minimum.The builder will insure that the construction activities on an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates measures will be p p g p r any y y LOTS 41 & 42 .O�♦�' 1-'1•''i•''i•''i�''i� s0&w.o, 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. '~~~~~~~ �rerCOLLIER GATE �+.•+y+y+y+y+y+y+•y+.ez•:�. 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 /-...-�WP -al 1,e- -al�•�•lPalVO�•.ly, objectionable materials spilled,washed,or tracked onto public roadways. �' _ ~7�� �4,��4,4,4,ti 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.An sediment deposits that build u against the fence should be removed and disposed of/ _ Mn p y. y p p g p properly to insure ESTATES �y" 1�Y•''i�''ii''i•'77'"i���•''��-. 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. i0f 10 ii 01141� FOR •+�� :`•1i1i1i1,t.„. "410, \gc 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 / - - ? �44` 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. A&G RESIDENTIAL, L L C -••- 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 CARVERS CREEK TOWNSHIP CU MB E RLAN D COUNTY Construction: Maintenance: repaired,and reseeded as soon as possible.If the time of year does not permit the establishment ofa 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 1 Inch or SCALE: 1"=120' AP R I L 2024 material and properly grade tt. 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 GRAPHIC SCALE 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 sediment shall be deposited within the project in such a waythat the sediment is not subject to erosion bwind or water. smooth It. from leaving the construction site.This may require periodic l 120 0 60 120 240 480 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone, • 4,Use geonextile fabres in order to improve stability of the foundation in locations 3.Immediately 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 11 11 subject to 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 ) m 1 fit CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.25305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE BF-0106 LAST SAVED:3/25/2024 7:20 AM LAST PLOTTED:3/25/2024 7:49 AM PLOTTED SW Dennis Gilbert FILENAME:G\CURRENT JOBS\A&G RESIDENTIAL LLC\23-2655-10 COLLIER GATE-EC\PLANS\COWER EC-LOTS41&42.DWG