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HomeMy WebLinkAboutNCC242222_Site Plan or Location Map_20240723 _ _ SODDING A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS a r'a n EXCEL4.I"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BV HAND OR COMPLETED AS AN DATE: PAGE: ma010 w_ SPREADSHEET. DATE: SILT PAGE: (k,EaTA V AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED EROSION AND General Erosion Control Notes - _ - 4M,N. - - m PATTERN.surtnrE STRIPS SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A NCAC 04B. .-.. rsxnv nee usr EA. � /SR Ety. 0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BV INITIALING AND DATING 1.Only the areas shown shall be d slurbed. / / -. skews Tame,is A HANDY 'gcOy Exms.wm rn uu xavECEs EACH MEASURE OR PRACTICE SHOWN ONACOPV OF THE APPROVED EROSION AND 2.Alldetulbed areas shall be grassed and 1 III I I I r III I ftl, W SEDIMENTATION CONTROL PLAN OR BV COMPLETING.DATING AND SIGNING AN INSPECTION mulched as soon as possible and maintained . - REPORT THAT LISTS EACH MEASURE,PRACTICE OR DEVICE SHOWN ON THE APPROVED until pemanent covers established. L y• SITE'GEE; f eorcxso cuivER v. EROSION AND SEDIMENTATION CONTROL PLAN.' �O�a //fa y Ia zi • ' �crfEaol�ro•lv• e� THE was oBO • • • I'w • �� DA]AwaA �' QJ /� . 1 1 '°nrw �.. Persuent to G.S.113A(3), provisions for permanent ground cover sufficient to restein sT L �� '> � '>:�� "case P It ROGER-0R1's // erosion HARDWARE CLOTH r oNE FRONT /I ��� ► �.v x Lva+BpPO / must be accomplished for all disturbed areas within 14 working days or 90 calendar days \ �- ._ �; 8mMNONRo^° • C M (whichever is shorter) following completion of construction. WIRE FENCE �� �..=��"�-- 3�� ,ys�� '�„7�' , 1,�.; »'1;„�111111 fl WASHED sroNE _ CLOTH IN TRENCH / Mn. y° fllvmm{ col s,11 BRODND N POST SET MAX.oSOLIDR u o� AND HARDWARE / �, i i it i fi p w.rEnre.°Fm of 'i i 50 NOTES: e�dd'` aousoo uNsoarec o asxEouo.wnrEn wsu Esoos �' wrxrxEamt°r^°rr a°�`arXEO°' Hexlrr. EN�,a THIS PROJECT IS IN A PUBLIC SUPPLY ° .1 Hardware cloth and gravel should overlaythesltfenceatleast12 2. Coo 0oregme s , r x APPEARANCE OF GOOD SOD Vag Inches. 'pVENU / 2.Stone outlets shouts be placed on low elevation areas of sift fence �°°,,,o - WATERSHED (WS-IV)AND ALL REQUIREMENTS l CArrf'°^' Maintenance: \\\ end based 1,field conditions.outlet at 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-Of inspect at least once a week and after each 1 inch or \ MAINTENANCE material and properly grade it. greater rainfall;make any required repairs immediately. IIII BI� Per NCG-01,inspect outlet at lest onceaweekanda ereach1inchen 2.Place the gravel ro the specific grade and dimensions shown on he plans,and 2.Maintain the gravel pad inacondition to prevent mud or sediment VICINITY MA- e;a� (IV'I'III III IIll �II�I wxenx. REGARDING SENSITIVE AREA HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.COMplotsanyrequiredrepairsimmediately. N.T.S. -- I'%II 0 lull u�4 I II I�J II amooln it. rrom Iaamng the Conawm°n ane.Tnia mar regnia periomC nrro,amwx °re°° WATERSHEDS SHOULD BE FOLLOWED 2.Fresh enshfewhensedmentvide adequate flow. snches. 3 Provide drainage to carry water to a sediment trap or other suitable outlet toptlressng with 2inch stone 3 Keep mesh free of debris to provide adequate flow. 4 Use geotext le fabrics in Diner to improve stability of the foundation n locations 3 Immediately remove all objectionable materials spilled,washed or .• y� OX ace SECTION vl.w 4.Remove sediment when half of stone outlets covered. subject to seepage or high water table tracked Dora public roadways. -f �! ,av_ *x ..WC£n jp°g 5.Replace stone as needed to facilitate de-watering. SILT FENCE OUTLET CONSTRUCTION ENTRANCE/EXIT CONSTRUCTION SCHEDULE - _ - - 1 Obtain 11 permitsd I approvals. d Seth C 1(EffiSC)pammmt and a Certificate of Coverage \ / (COL)m b obtained before land disturbing activitiesA [h BffiSCPormit the COC and a nerd copy of thYy e / \ \ / / must b p preferably p - b d bl d-g peon. \\/O \ N outlets P / 2I B a fence d I 3.Finish cl g and grubbing Y dry wNClots as they are started i /-\ '_ \ DATEI-_/ ��5.Begin or continue with house constmction activities. 0'/� ' \ \ `��or grassing is / `` v j e Twelve months f I f hall b kelp on site andavailable f n at all times.It is recommended a _-- �� \ \ N 34, copy bets lH' perw b .Ref Gs.113A 54.1 tMougM1GS 113A 5]S ISA NCAC 04A 0101 through lSA NCAC Its 0504 G 1 CG 0 Oo00 DES for Consimctio / /X ')\(�X!x n JS R . I no 9 trelwn / ,n ir I.Self-inspections for erosion sedimentationd control measures are to be performed et least once every seven calendar days and withind.hours of very rain vent of8reamaned finch Any ceded repairs shall hemade immediately to \ air ` 1 " designed.All ESC measures Snell be maintained as specified in the construction details on this plan.A in gauge shall bemeasures / \ Fllrer a tic Ne s[the project site for monitoring. / \ strength or extra strength synthetic filter fad..12.Inspecfien end final acceptance levers.When the project is complete,the pemminees shall concoct DEMLR to close out the EffiSC / / \ above rne ground.lHlgher lances CROSS SECTION VIEW Plarm.After DEMLR infanns the pemmittee of the project close Out,vie inspection report,Me permince Snell visit / / / / _ _ _ ` structure) 2.Ensure that the height M the sediment farce does not exceeO c "degac.gavM0G01"m submit an electronic Notice of termination(e-NOT).A$100 annual general permit fee will be charged id Mr may Impound volumes water sufficient to causeauureo the strun until the a-NOT has ban filled Put 3.Construct.filter fabric homawntinuoue roll cmmtM1e kngM of Me bamerwawitljoirl¢.When junta are necessary,securely fasten me glrer cloth only at a support post with 4 feet minimum overlap to the next Post. 4.the Mrsport masher strength ntbttom of elren.hastenMed eeuereym Meent,tesitlemmn Mposts.metExtope 1.Inspects: / / me were mean support to the bottom Dims trenm.Fasten Me wire relr,rornment menfebric an Ns upuow 1.Inspect sediment fences at least onreeweek and a�reecnl MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOTCONSTRUCTION / 1 Nile of Nehnce pom.Wreaphane zip tlea should haveamimmum 60 pound tenalle strength. inch ar Bremer reimall.Make any required repairs immediately. S.When a wire fresh suppodfence is used,space posts a maximum m e feet apart.Supports shot,.he driven 2.Should the hbdc W a sediment fence collapse....decompose, ve.repine it promPtlY Gravel Construction Entrance-The gravel pad should rem ondition to prev mud or sediment from leaving the \ �rgth filter Securely nine°tt rovdead 41ru<d once sin in a c ear a construction site. 7 wwrel ground a minimum of 24 inches. or become This may require periodic topWessing with 2-inch stone.After each rainfall,inspect any scram used to trap sediment and clean it out as necessary. , / \ \ 6.Extras fabric wfth6hotpmt gusto not should have of LB tlfensule e spacing require mesh support Sec fasten Me filter far. m poets Wre or 3.Remo its as necessary to equate Immediate) all objectionable materialsa spilled,washed,or tracked ono public roadway7---s. pkatrcz Dtles 50 porn store near reduce pressure th 2S-- / Immediately j pi pu y / / mm� '� strength. fence undermining the fence dudrg Al \ ] Excavate.trench appmxmmey4inches calla end flinches deep along the proposed tine of the Pints and cearw Silt Fence Sediment fences should be inspected at least once a week and after each rainfall even[Any repairs should he made' ditely. / / / % \ an upsope from th barer. 4.Remo - et des and unstsDesetl'mem deposits Damaged or decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be dand disposed / / \ n \ I e Pace 12nches drab.along me bottom and side of the trench. and brig Me area to grade and stabilize it after Me conbibldrg ofpropmlyminslue that the removed sediment does not wean back against the fence.Adequate storage volume should be provided for behind Ne fence / / / / �� �� I I 9Ucaolmll eVencn with soil paced overlNOferfatmc and compact.Thorough compaction of Decktl a drainage area has been properly Stabilized a[tall timea.Take care mmtmmdemmine the fence during cleanout operations. / siltkncepeHermence. \ A 10.Do not attach filler hbdc t°existlrg trees. Sodding Thedshouldb properly 'nedminame that the Bass rake holds mthe areas being secured The sod should be al necessary / / / / �/ \ t maintain o run bow -N neand Prevmtammmameyef the aoa The sod anemanmbe mowed mamae,aNeeN could inhibitadequate / / REINFOR' licillr �\\ I ..WG-Envr,n eadolineg SILT FENCE growth astabilizationof the bed.The sad should be limed and fertilized as per soil type recommendations and type of grass recommendations when I / \ Crewing andMmehmg-Thearcatoreceivegrassingandmulchngshouldbeproperlyfenuaeaandlimedasnecessaryasanin'ralstepinmlpreparation. / ( r / / 7 SILTFENHE .� Once the grassing has been placed,the area should be maintained as needed m insure that all areas are germinating properly.Any bare areas should be repaired, / and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent Bass,then a temporary gassing should be used until Me J I / / \ / 6` LE ` \ \ ` \ DATE PAGE growing season permits Me use of a permanent gags7: \ \/ Stlt Sock/Wattle g on Diversion Berms Div b shall be inspected weekly or after each runoff producing flu M N operating as designed and that MereI / / - K'��V ilt \ Z� IH have been no breaches F b B hat not exceed 18 in height,and shall be placed- - -e with home construction 4- ��y �l alir - e equivalent again.erosive velocities may he 'mtedfor _ re OW �I oil- II=I _ II ,:I activities. . . .. use in a socks or wattles. Once the house cons.cti - 1.and lot is read d,then Me berm shall be removed d - uniformly P Ytoreceive so ncomoreted-nto the emdedl ea / / - 1 \ \ 12, �-- Il:�llt “onotd000m and covered immediately 'n a, upropercare snau be taken[insure that the berm are installed accordingthe applicable detail with the berm material /I / / ` \� WATTLE I see'I Stake` 1rsEn�IN sreaa, ired length such thar n compacted aufEciently o insure that the berm remains in place duringthe course oftne construction activites / fa General All measures will be inspected and corrections made aflerrunoffproducing rainfalls or at least once per week minimum The builder will insure that the I / / t', .-- \ , \ areas mandamini graded slope,Sit bevt� Naicular lot do not adversely affect any of the installed erosion control measures.HIMconstruction dictates,meazmes will be relocated / 7... n doe located at eed!of eWresilt ontheloam in remin liep°tteMal for sedimentati°nlunaris eliminated as muchaspossible.Silt fences and gavel cNmaw<r°n entrances will x maintained as suggested / / / CONSTRU IoN to�o �O \ \ \ land disturbance.te(seuld be wm'edsl I.ightly unstops to in the erosion control manual.Sodding,seining end mulching will be maintained to insure proper Bound stabilizing cover. ' / / S 1m going around Me end e / / / ENT' f' � silt SILT FENG� j�. �08 \ a"P chcross�s section re, d Pe driven The Slt o \ ceMer of the silt 111; ll L.--- - ee placed GROUND STABILIZATION _n. L / ONSTRUCTIOU` ' 4? d4 Mnterval ""°"Bak/wattle " �a.m \ of0fee sock/wattle. k�.f,°era �.�°- __ W�Mnlnnnr e rerono ettnh. SITE AREA STABILIZATION aM`.„^^o`° re_. ,`_____.. a 1 •\ ' 1 IsoMErRIc vlEw height E'""Euc°"'�9 n�`°WML01e04r•°°w""""m'",'. 6 on pe EXCEPTIONS '� \ \/ LIMITS I \ 1 possible when DESCRIPTION TIME FRAME 2 nth de need Del`aln�°n PERIMETER DIKES, 7 DAYS NONE 4a ` r I / / / // / \ �0 I \ TION MAINTENANCE do SWALES,DITCHES& Iwo" ere'n� I -- °Ero / / / \ I \ Mu.or Compost \ ' \ \ ` cumulatdsedimunt rainfall,Remove and an and ewer SLOPES I/ Iaavosrsocx uruaow anrEs reamer an deem as HIGH QUALITY 7DAVS NONE ➢R 1111 1ST�I \ \ I«umrelmmea sow nvame mu rc ea or tun WATER ZONES 71 I'I II km, nA 1 \ Preto o.xlnuennm onto tam rim Nmnml arm nil old„ to must be repo aen� (HOW) D"I ;�I _1F .ua .� .a,.s \/ \ \ ` \ SheetFow� Are anet.attle.7 need to be ralared w.a SLOPES STEEPER 7DAVS IF SLOPES ARE 10' Ii sg1_II ""mn"`"w'"e > t.nnntaxl nes,nt nae,nl tea col pes,n tsao,nl 11 1 5..II I-II_II71 I \,p Work wanelarger dlameter or a different THAN 3:1 OR LESS IN LENGTH L IIGI:pI-I II= �..w.+.wno....m. ,�. \ I I ` \ \ o re m caw a.m.rn mat n„v, taeWam zero loom r4mem dislodged, 4 R h fe e ..w..n.a.,.ws....mw / I mse,w,IDawe rswmm newmm ms.gwmn uswmm agw,mn s sit so<ksmank::n ob.inspected until lava AND ARE NOT „e.....a•,... \ \ '°"di t 1 t l t t 1 p 1 ashNanle is comp.una Me area aboseMe STEEPER THAN 2:1, measure kas been permanently 14 DAYS ARE \ \ \ I \ \ \ \ SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION ALLOWED ....... I I \ \ Lug Ch.y. \ \ \ SLOPES 3:1 OR 14 DAYS 7 DAYS FOR I` : �-'. \ 1 Ok . \ FLATTER SLOPES GREATER �1 , �b / \ \ \ \ e �PIV ` THIS PROJECT IS IN A PUBLIC SUPPLY THAN ES IN LENGTH U'1y�� 7 11111I II ti (kit-1P11 II WATERSHED nl1 \ )(C�p` \ \ \ \ WATERSHED (WS-IV)AND ALL REQUIREMENTS ALL OTHER AREAS 14 DAYS NONE(EXCEPT FOR II 11=71 II 1�,, I / I I WITH SLOPES PERIMETERS AND II�~l'.II¶I e, 'i FLATTER THAN 4:1 HQW ZONES) I 1 \I O \R \ N \ REGARDING SENSITIVE AREA \ \ N \ WATERSHEDS SHOULD BE FOLLOWED N DATE: PAGE: 1 \ \ ` \ \ \\ \ A� ✓< ✓< "C" nD.� IrE -F� G. nH. \ \\ `` �ku. ` \ \ ` \ \ \ \\ \ PAGE 1 of 2 -I e= - I 7 1 I e on ' %j \ V \ C4\ II\ \ \ V A A \ LOT EROSION CONTROL PLAN 4 Hous 4 9 it .Hoy. I HOUSE r� 1:1 i N \ • \ \ \ \ \ \ FOR 1040 STAMPER ROAD _R -Ra _ A �.� �_R I py J Y N. \ \ TOTAL DISTURBED ACREAGE:2.62 ACRES p4. D LEpgEOFgDRB D y -ROAD y D _RD _RDA.rAY , "Brea \ \ ) 1 \ 1040 STAMPER ROAD -CURB INLET 1 B boundary tree r around ton fencing should be installed along the buffer zone,etwetlande \ \ boundary and/or around protected trees,providing a radius of atleast 1.25 feet for each \ ` LEGEND Inchofwnknceonth \ / 1 / / / FOR 2.inch o Silt Fence et the low elevation sides of each lot.Install Silt Fence outlets shown on F DIRECTION uheguous and have and field t land ow if necessary,for placement at low points.If lots are \ \ ` \ \ / Low o,RE ,o contiguous and have different lane owners or builders,each lot should have individual Sin Sir FENCE OUTLET -BA Fenallr -- / / / JORDAN W. BROCK a.ratan required sin Fence within tD feet of properly line to ensure there is no wnNm with ENTRANCECONSTRUCTION 1111Mseptic system It is the responsibility of the builder to ensure the Installation of sediment / CURB INLET = control measures does not impact the septic system a.repair area(s). \ / 4.At least one Construction Entrance/Exit is to be installed per lot. CITY OF FAYETTEVILLE CUMBERLAND COUNTY,N.C. 5.Waste bins and other areas dedicated for managing building material waste shall be at ` IN \\ / / /// / least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that SCALE:1"=tip' JUNE 2024 no other alternative exists.If this sepaad°n cannot be achieved,these areas must be tits dos nOrea sin Fence. 4 / / GRAPHIC SCALE R.Inlets downstream of disturbances should be protected;streets should be swept when ` \ \ , / / / I BO 0 30 60 120 240 sediment fromof the construction Fenc activity is present.tru \ 1 / / ..\NGEnvlronmental.IPe9 7.Details for Silt Fence,silt Fence Outlets,Construction Entrances and other measures are provided on additional sheets.Erosion and sediment control details are not dawn to scale. \ / / / / _ ENGINEERS .,=G----� TYPICAL LOT LAYOUT WITH CURB AND GUTTER \ -- _ \ / / PLANNERS inch 6 ) Ira I IFA = so et. ..-- LAST \ filONVIIINIMINIONSINE../ / / / SURVEYORS , MOORMAN,KIZER&REITZEL,INC. 115 FAX AVE. FAYETTEVILLE,N.C. MOORMAN KIZER&REITZEL INC. PHONE(910)4$4-5191 FAX(910)4&4-03&8 License#:F-0106