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HomeMy WebLinkAboutNCC233598_Site Plan or Location Map_20231228 % - CONSTRUCTION SCHEDULE �� /\ \/ I.Obtain MI necessary pewits and plan approvals Erosion and Sediment Conwl(E&SC)permit and a Certificate of Coverage I'II4 ° �p��°� I / -4- -• II ' C O' )must be'WI"'before ant land distwbmge .Acopy of III'''''SC pewit.the'IC and a hard copy of We •re"' S rJ ` plan must be kept on site,preferably m a pemnin MAIM accessible airing...tie. ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY Ry 7 �poAo / 2.Install gravel and wadswedon entrances first,men zeta renew,reinforced siRfnce 'CGS 113A-54.1MS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR o "c µOP outlets avd wanes. COMPLETED AS AN EXCEL SPREADSHEET. 'b n ,t01°C moo. �- 3,Finish cleatingand rubbing any necessary areas on the lots as they are staaed, AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED R x _ Gj, „ 4.Begin lot grading endexcevariou activities EROSION AND yvzz ° 6 • - Q \i ---1 SBegworcwtivue with house construction activities. SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A b '��Tr / OJ- 47 1 6.Finish all rough grading and house concoction. 'CAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY 9 ].Install driveways,walks end patios. o ` Y. pain INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE •.� ,0 \ ? 'tiny -/ ` B.Begin tine grading of lot areas APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, ' °' / \ Zi / 9.Fina'grmm1g.mumM1ing and smbiliaing or lot.in most cases mis willmwlve the instillation oesoa on meloi.ThesHt fence will DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE: / remain m place until too lot is sodded or grassing is stabilized and takes hold. PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION . SITE T✓ III/ ) \ (`�i 1 ID.The contractor shall conduct selFivsPeed'rs'rme erosion and a'imrntatlw control measures and complete the foll'wivg CONTROL PLAN.' f A combined self-inspection form mood on me OEM.websia ° R .() nips://xww.debm.gov/ab°ut/divisi"its energr-mineral-and-land-raze°tires/stomiwaterrstormwater-preognMnpdes-concoction-program. 0 4 RO '•'w0 III / 53 4 /^� Twelve mon.of complete inspection formsshall be kept on site and available for inspection at all times.It u recommended pA T° \ 75 (?� / \ <'PYbe kept in aPewitsbox, ef:G.5.113A-54.1 thr'ugM1 G.S.113A-3]Sections lSA'CAC 04A.0101 iM1rough l3A /) NC C04E • rmi IOOW NPDES fir Cnstrpcti'nA- g rr'o / Ilsl inapec r • and. . conwl mwamea arembep r u I monw every seven wlenear aaya and SODDING 'b ." / 'n'zan r• '• eve f non rn<n.nor ne"repa nlrb a immee atelvta ma nmrnmwsarsn O R'x MI6. s de fined All l:SC• shallb - ''"specified in Ns.conlruc- de'I mis plan Araiv gauge shsll be installed L 0' R�'�/sNc , �4� / / / // / I at We Prolcu sitc'or monitoring. �� :SOO In ES-FEWER. ABpR 11 1 12.Inspection and tool acceptance letters.When Me pmlec,is complete,,M1e permitees sM1all contact DEMLR m close'urns.F&SC • ■ V Plan.After OE l0 informs me pewntee of the project close out,via inspection report,me pewiteeshall visit 54, 49 �/ ^aeq.nc.govNe:001',o submit an eleetronic Notice ofmwination(e-NOT).Ag100 annual general permit-MOW.be thong' ���'�� / \ 1 \nit Imo e-1:01'M1ua been filled out exos nxo TaaaMms metOES es. V�� / `\ e toro I .(��tie'� / \ fl 5� \ T'coitEEEE xroe'aaa'.idd yK ARAByk ROAD SR-IPoa ,,,'''W / "`ZC' �( n / ( - ooze •61 � �_ rl� ) CA , I � WATER�_,.:, Mow'w�� ell' IF ,g t? O ; �ydillll' o �.� \sz ��� (P ajdll. 99...) J o� \ \ WIHTHESOLACHIEVE Fliiki TA.° Noo `.TMTER t e'tat THE MOWER VI�Po� ESTABLISHED-in 2-3 sAs1160 ■ �� / COROLL SOO MET OF GOOD SOD No 1 e 57 � \ .VICINITY MAP ICIsEciars-ea miss sums. an / I�11 N.T.S. //\ ,e� / A l� oI��� ���� ����� os ma�o \ cos ae,a,n oaAss <. DATE: PAGE: 4% / / /, �l CONSTRUCTION /\ � aaewna °enEeomu.T �2T / • \ e.P / \\ \ slur / tii / f + �. 4 MIN. .� FENCE r / / % / �� �Plan \ p / \\ 45p � itIIIIIIII1111111111111111 �f zA \ E a� �� \\r \ t C. / / / 1]6 / \\\ Lot Plan/ \ �� / ��� Lot4P41a \\\ /, / DATE: PAGE: E j / \ f \./ MDSTaEAT F ASD ETHETD / / \ 3 \\ \ • V. A / STEEL FENCE POST ' -- N....65 . / / • \\/ / / 43 h \.\ /CONSTRUCTION THE wnsHEDs E T / / / \ Lot Plan 0�/ �/ Lot Plan �� / i� // LIMITS 1 �/ "A" "B" "C' "D" "E F "G" WIRE FENCE Z V RDwAREGLD R BDrvTVIEW �eDR �% 7i I/ "PII\ \ / i ¶ 1 ' '1 1 = 1 ", , 1 ' % % I \ P" /y t/ 42 7/ / I fi �°r'•✓ / Lot Plan // •\ R iR ll ou J6 Hous HousE'S Hous HousEFILTER 0.67WASHED STONE I _ I� °N rvrRENON �66 / / / / \ / n / ♦ �I _ ��.I Nrosa'IN.ire CLOWN TRENC.1 FILTER FABRIC. _ / CONSTRUCTIuN yE/ / \ I I JL I _TEEL FGR // 1 LIMITS ipe / // I'm I, L,1 L. L# `.�I aAv L' J .o v L•aoA.".•�, ON GROUNDNOTES: zoo / / I /•,,;:(y \\ %% \ CONSTRUCTION J Av 0 Av ao Av - Av I HaNware clo h antl g oval shoultl ova ay Ne silt fence at least 12 �i / n \ /♦ LIMITS ..r u� tit -ROADWAY o I'I.a I fees' _/ J °/ 34 \ \%%/ 41 '/\ L A LEDGE DF PIP. Notes: 2.Stone utters should be placed on low elevation areas of silt fence % Lot Plan / \ / INLET / Lot PI / \ 1.If needed,Tree Protection fencing should be installed aloft the buffer zone,wetland BURY WIRE FENCE AND I\\`\ and based on Feld conditions. / \ / 9 s 9 UNr MAINTENANCE / / \ F / (��,\ G // / LEGEND boundary and/or around protected trees,providing a radius of at least 1.25 feet for each OF 1.Per NCG-01,Inspecloutlet at lest onceaweek and after eachllnch or �� i5: /% \\, / \ inch of trunk diameter. HARDWARE CLOTH mLrER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immetliately. / �A\ 35 / A G� 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on 2.Freshen stone when sediment accumulation exceeds 6 inches. �i2 Lot Plan •( \ /4r N E= schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are 3.Keep mesh free of debris to provide adequate flow. / �_ / "TO\// /E� V 40 / 24 contiguous and have different land owners or builders,each lot should have individual Silt sEcnox VIEW 4.Remove sediment when hag of stone Donal is covered _ �� ::F::/yet' \ oft \ Lot Plan / 25 SILT FENCE Fstalln 5.Replace stone as needed to facilitate de-watering / YS /y / \ ''?./. / SILT FENCE otnLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there Is no conflict with „\NC-Envirpu Heu ul.lpey / 6,�\ LPG • r CONSTRUCTION ENTHAxce septic system.It Is the responsibility of the builder to ensure the lnstellatlon Of Wdiment JSILT FENCE OUTLET - J / Z /eP tP 4 / 1 tso CURB LET � COMPOImeasures does.impact the septicsystem and repair area(s). L_ ------ - - / \/D.O / 36 / \ �., / 4.At least one Construction Entrance/Exit is to be Installed per lot. CONSTRUCTION / Lot Plan // \.y/ 5.Waste bins and other areas dedicated for managing building material waste shall be at LIMITS \ tow 23 least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that /� / ,/ "F" // , . no other alternative exists.If this separation cannot be achieved,these areas must be contained behind Silt Fence. ` O\ /�/ � 6,Inlets downstream of disturbances should be protected:streets should be swept when sediment from the construction activity is Consent. s\, / Lo?P al //�_1Etxs w6 ..\NC-Environmenlal.peq ].sediment from the Fence,onsir Fence Outlets,Construction Entrances and other measures are 5 .is. 'F' 0.FJ' �ccE,11,E 1,TE'+�s2/2020 provided on additional sheets.Erosion and sediment control details are not drawn to scale. / S \ I TYPICAL LOT LAYOUT WITH CURB AND GUTTER m / AGE \ / 22 DATE: PAGE: x\✓/ O� _� DATE: PAGE: SIR S k/Wattle Silt S k/Wattle n: 6CO STRUCTION `/ Rower__ �44III�� MIm Area to W 1. Orher materials providing Pmfe suntmtedhr, N LIMITS (\/ / ,MI - .II.. j II ""I.. loll.11. equivalenteamenun 21 rode \ 1 / SECTION Stakes ...InSECTOR Stakes2 3arid a minimum of 10 feet I wwma„1^Igmcat ae�Iw, / 27 y A3 ��, Q 1, �T�iT'�I i� a a graded Sin ed at GROUND STABILIZATION Rai wane"fie SITE AREA STABILIZATION I �j 0 a< U tameas'gmyaF.apem EXCEPTIONS GF' Q'O around..end afro. DESCRIPTION TIME FRAME ^�?°' o b 'to sox' �° e.M,,. Prevent sec...). _--. \ /om" o .o\ ♦I I••• a0.6,. a OakPERIMETER DIKES, 7 DAYS NONE --'\ V / 19 \ es' 410000.0.0.0Z..... '°w+ ` IWII. 'n SWALES,DITCHES ) m Cam Np `J a 4N, � / / ^/ i1••1111.11•• " ,pp &SLOPES / k-.t m I HIGH DUALITY 7 DAYS NONE /••••••••••••••• Ififf.re Wood Mulch or tom Trensn n a " WATER ZONES nil :•. • _ .. ••o•••I I ar a I•• ground 4 Mtn. �i�i�i�ig To I/O Wight of log st a. n - lie. (HOW) :. t6 -- 1 UNTRENCHED INSTALLATION ENTRENCHED INSTALLATION. socks/wattles are used onpavement) ------socl..e to hold ------n place during runoff eve.. _ �7 eP-- , •�``I1 r e. • ISOMETRICVEW MA NrE THAN 3:1 10'OR LESS IN / F 41 ?y4 ' 1. after LENGTH AND ARE �/ LPG / / n'i""e ry�o Bros s«x N nu rLow RATES, as NOT STEEPER ' PP -• -- ••- - ' PS THAN 2:1, 14 •?� ryG0 \ b: tar unae°enea s°aka PmeH' '»m,"rma«ratzooT lee Nml lisp BRA rS,�m> �s^t z. ante maatnaravlaeaenuoggeaec DAYS ARE - was- conaweu : Men,tenan'e: m m sii ALLOWED 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NGG-01 inspect at least onceaweek antl after each 1 inch or Sheet Frown salt oak/MI.»Z(zzi i rmi ivarmi ,`'o ref« rr:.Po, a SLOPES 3:1 OR 14 DAYS 7 DAYS FOR yT material and propeny grade k. greater ramfal¢make any regmrea repairs immeaiatery. Wed,Area fwottla (doe,°°,nl (see nil (ado nil - FLATTER SLOPES GREATER 2.Place the gravel to the specifle grade and dimensions shown on the plans,and 2.Meiniain the gravel pad in a condition m proven(mud or sediment 0. Reinstall it damaged or dislodged � \ smooth it. from leaving the construction site.This may require periodic in�ouynr au% rjn rem%fit ytm%n km%n g00%n s' Sib until.,1 THAN 50" N J 3.Provide drainage to carry water to a sediment trap or other sukable outlet. topdressing with 2 inch stone. or:: (,e (,ee (2. (j]4 eMumamneasaawmDeiebana the as above the LENGTH �__ �_ _� 4.Use geoteMile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or /m/m) /m/m) /m/m) /m/m) /m/m) measure has been permanently stabilized. subject to seepage or high water table. tracked onto public roadways. ALL OTHER AREAS 14 DAYS NONE(EXCEPT SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION WITH SLOPES FOR PERIMETERS I CONSTRUCTION ENTRANCE/EXIT L FLATTER THAN 4:1 AND HOW ZONES) DATE: Wve Fence Filter Fabric PAGE: areal Post 8''Max.ahndar Strength f.lc.Mth sire fence e 1 MM..E.strong.hbn<wi.aut.re fen Wire Fence Wire B'ckfill tren cand h 11 � PAGE 1 of 2 Compact a z. All drat Erosion Control Notes thoroug r 1 „„ Only the areas shown shall be disturbed. N\ az1 \ TOTAL DISTURBED ACREAGE: 5.34 ACRES Steel Post r Gene Pleat<an ' 1} rowed areas shell be grassed and ���\s�oD�, / �� LOT EROSION CONTROL PLAN Wire tea 'CIP mulched°s soon°s possible and maintained ` until pemanent cover s established. \ � I\I J \\\/// LOTS 1-3, 34-37 & 40-45 t. ts�g mn� d GRACELAND Construction: i ere Fabric �. � '- PHASE IIA 1.construct to sediment banter of standak strength or extra strengthsynthetic Wenabn<s. CRoss SECTION VIEW -� FOR 2.Ensure that the may irwound sigh°mme�aimntfe°red°se°tsmfthesurn) m°'(Highe„e°�a MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FURR CONSTRUCTION lames of water sufficient m wan failure length wore Wrrierre avoid joints.When joints are securely hate"to SIM clot 3.Construct the filter fabric from a uonyat s MI t upport past colt4feet minimum overlap to the next post a.to bottom Fasten »wrelvmtanent teaaaorta MeuPsxhnd 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 construction activities on an particular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates,measures will be a.rapport as wpvantotlter..ath<.mes Fastnedse ammolse woe tacit r.orthec on Po.-Extend 1pro grain P any Y Y side of the fen. s a maximum of e feet should be amen Inch or at earerepairsi lately, 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. AND DEVELOPMENT INC. around n minimum f24inchespost pound tensile Supports grin 2.or become meahhffecti e,ewmeni fenceptly. e.Leer,decompose. Gravel Construction Entrance-The gravel pad should remain bI a condition to prevent mud or sediment from leaving the construction site.This may require periodic topdressing with 2-inch stone.Agar each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all securely l mertahnowli aroo P st;padngdoes not effuW arena mesh support.ce.securer objectionable materials spilled,washed,or tracked onto public roadways. McLAUCHLIN TOWNSHIP HOKE COUNTY e.Extra • McOter fabric directly to posts.Were or plastic tip ties shoutd have a minimum or so poenetensile stage volume tar that as necessary on me Silt Fence-Sedimenifences 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 = xeate m y inches v e proposed linearoepoetsand a deean.oa<aremav°Is.uneermimrNtoferxea'nng that the removed sediment does not wash back against thefence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations. SCALE:1rr �00' OCTOBER 2023 Ease .a nebarrk maxi mI 4i a. RernoveSodding-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 GRAPHIC SCALE .Place12 Inches offseba<alongue,ehe bottom and side of the trench. and bring theaea m grade eand saullelzeen rtne mntnbubng 100 0 50 100 200 400 soil paced aver the eberhbdc and compact.Thorough compaction of the haamu is 4 drainage area has been properly stabilized. 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. silt oen• mte asnaneahbrlcmace. a. 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 = MI ° repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent gran,then a temporary grassing should be used until the growing season permits the use of a permanent grass. 'sin 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 ( IN FEET ) ..\NC-En virq,rn en tol.Jpeg� SILT FENCE sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 1 inch = 100 ft. JReinforced 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 MOORMAN,KIZER&REITZEL,INC,115 BROADFOOT AVE,FAYETTEVILLE,N.C.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:10/30/2023 12:46 PM LAST PLOTTED:10/30/2023 1:14 PM PLOTTED BY.Dens Gilbert FILENAME:G:\STAFF\DENNIS\DENNIS WORK FILES\PROJECTS\EC NEW PROJECT\GRACEcND EC\GRACELAND EC-LOTS 1-3.34-37&40-45.DWG