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Home My WebLink AboutNCC231492_Site Plan or Location Map_20230517 CONSTRUCTION SCHEDULE P I. Obtain an necessary pe rmits and ten vale.Erosion and Sediment Control / m occur. permit and a&SC p permit, t,Coverage d a ha most be the obtained before any land disturbing activitiesblin ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY .A copy of the E&SC permit,the COC end a hard copy of the plan must be kept on site,preferably N a NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR GROUND STABILIZATION permits box,end accessible during inspection. COMPLETED AS AN EXCEL SPREADSHEET JTAULZATON 2. Install gravel construction enrcancesfirst,then silt fences,reinforced silt fence outlets and wattles. AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED i 3 Finish clearing and grubbing a,necessaryareas on the Iots as they are started. EROSION AND SITE AREA STABILIZATION 4 Begin lot grading and excavation SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A EXCEPTIONS �a'�',•'i. / s Begin oraonbnne with houseactivities. on e DESCRIPTION TIME FRAME 6 Finish all roughadtn and NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY CITY OF gr 8eo INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ^ ��` 7. Install driveways,walks and patios_ ctiv be VASS �. 8 Begin five grading of lot are APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, PERIMETER DIKES, 7 DAYS NONE SWALES, DITCHES 9 Final grassing,mulching andstabilizing" floc In most cases this will involve the installation of sod on the lot DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, &SLOPES ', P grassing stabilizedPRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION °A' '1 The silt fence will remain I I the loot is sodded or and takes hold. HIGH QUALITY 7 DAYS NONE 1CONTROL PLAN." No 1p The contractor shall conduct If' s of the erosion and azthmentation control measures and win late WATERZONES the following combined seer-inspection torn roans on the DEMER website THIS PROJECT IS INA TEHO .' � �p� / nnps/files.ne.gov/naaeglEnergy%zOMineml%zoand 2ALanJ DOR sources/smrmwaterMPDES 20 General Erosion Control Notes THIS WATER ZONE General/20fPm,erms /DEMLB-esw-Monimung-Fomts-Rev-wagnst-g-zol9.pdt.Twelve monms oteomplem SLOPES STEEPER 7 DAYS IF SLOPES ARE -,e ,. inspeceontoms Atoll bekeptonsiteanaavauablerorinspeceonalau times.hisrecommendede copy be Pursuant to G.S.113A(3),provisions for permonent ground c sufficient to 1. Only the areas shown shall be disturbed. AND ALL REQUIREMENTS THAN 3:1 10'OR LESS IN S ' kept in a permits box.(GS 113A-54.1(e),t5A Ncwco4e.o131,NCGot PooneSections A ands) restrain erosionmust be accomplished for all disturbed areas within14 REGARDING SENSITIVE AREA LENGTH AND ARE „II,mat'' u. Self-inspections esoaionanaaedimentatim,eocOeIts measuresperformed atleaatoncee� Orkin de so calendar days(whichever is shorter)followingcompletion 2.Temporary ground stabilization is required within 7 days on all p every seven r days ys(w co p WATERSHEDS SHOULD NOT STEEPER calendar days and within 24 hours of every rain event of greater than I inch.Any needed repairs shall be of construction. areas. BE FOLLOWED THAN 2:1, 14 5a made immediately to maintain measures as designed.All ESC measures shall be maintained as specified in DAYS ARE the eottor ction details on this plan.A rain gauge shall be installed at the project site for monitoring. 12. Inspection and final acceptevea letters.When the project is complete,the permineea shall contact OP,ncpo m ALLOWED m , thepoetth000000ilO"dntlereEl.NEAHrsthe�ermitmeottheproje00ftoeoat,viailo-NOi).A$lO, SLOPES 3:1 OR 14 DAYS 7 DAYS FOR the permintt shell visit"deq.ne.govMC001"msubmit en eleetroniO Notioe ofterminafion(e-NOT).A$100 FLATTER SLOPES GREATER annual I fee will be charged until the e-NNOT has been filled out. \ \ THAN 50'IN VICINITY MAP °a g`" permit g , ) OPEN SPACE vv A(NOT TO SCALE) / �� / \\ GTH �— AREA#$ I I) \ \ \ ,y+, ALL OTHER AREAS 14 DAYS NONE(EXCEPT , / \ N ` WITH SLOPES FOR PERIMETERS / I ,\ I \ \\ FLATTER THAN 4:1 AND HQW ZONES) I \ \ :iii"-- I\ r 1 \ \ ( \ I 1 THIS PROJECT IS IN A 1 \ ` HIGH-QUALITY WA Tfi[2 ZONE AO'i I \ (DRAINAGE ACCESS \ \ AND ALL REQUIREMEELTS vC• ( I " \� & \ \\,,,,..EGARDING SENSITIVE ARF�A DATE: PAGE: lT\ "i�� \ \ / \ \ /` EASEMENI\MAINTENANCE \ WATERSHEDS SHOULD \ e "'\ \ \ I \ \ �./\ \ BE FOLLOWED r IF n9 L ji �, I I ., 1 I C ✓ I \ \ �� eve\\/\ \ \ 7 SODDING t S ill I� I � � 1 a �� 55 \ads V A V 6 LAY SOD IN A STAGGERED qif 4 II 1, I I ,ws .aR I _. I — / // 1 \ \ \ ` \ \ 67 1 Cr• RKREMI.Blrce TIE STRIPS iiGlinge AGAINST EACH cecelEP. ':: R` ll I JH 1l I I z a. DRAINAGE CCESS / / 53 \ .. ——i \ 65 ce LEAVE SPACES AND DO NOT OvERLAR A SHARPENED -HU 1• Y 11U NAV H -HU AY HU NAY -HU WAY -HO AV / MAINTENANCE I \ "EO.OFwm Notes: u / FASEI�ENT \ \ \ \ \\ \ \ // aim CURB INLET 1 If needed Tree Protection fencing should be Installed along the buffer zone wetland \ \ \ \ \ \ '� I / REC a 111 boundary and/or around protected trees providing a radius of et least 1.25 feet for each o /I \ \ THIS PRO`y�CT IS IN A IEHU:Aol DALITY 62\ 0� / LEGEND inch of trunk diameter. Min / '•r �� / 2 Install Silt Fence on the low elevation sides IN each lot Install Silt Fence outlets shown on ro q / �� 0 \ WATER ZONES AND ALL EMENTS ot\Ci \ 1 FLOW ry schematiNd agram and field adjusted f necessary,for placement at low po nts If lots are / S \ 1 REGARn,ING SENSIREA ( Q r \ / / - -� cons guous and have d fferent land owners or builders each lot should have ind vidual SIt '�2 eel W.NTERSHED�SHOULDLLOWED \ SILT FENCE Fence Z SILT FENCE OUTLET ® 3 Install required Silt Fence wdh' 10 feet f property l t m conflict Wth 'may�``• \ \ \/ 3 ENTRANCECONSTRUCTION septic system.It s the responsibility f thebuilder t thef sediment 1�� I '\ o1 4 \ \ CURB INLET = Cant.measures does not p thesepticsystem tl p (). 4 Atl least one Construction E t /E t' binstalledp t. , J q�� s Waste bins and other areas dedicated rmanagingbuilding t tshallbea[ ( <(� \ corviMUGnory > ,Op, 5 /)\\ I 1 7 .4. II V least 50 feat away from eta d 'Its drainage ditches less t can be shown that / 47 �(p 5 / - qC� ——— / �/5/) WATER- ESTABLISHED-IN gce no other alternative exists.If this separation cannot be achieved,these areas must be r C q .G w.tx s^g as sooucnsrRe soo s" emowxn contained behind Slit Fence ) % Lot Plan °G �' I H sso L. a uo. o HIGH 12a2. 8 Inlets downstream of disturbances should be protected;streets should be swept when / c f, _ "G" 4s� •O/ / • I 159/:,@� g G,f\rr APPEARANCE OF GOOD SOD sediment from Me construction activity Is present ` \ �/"...11rc.� \ Lot Plan ''q, / \ \NC-Env'ron mcntolpeg TDetalsfor Silt Fence Silt Fence Outlets Construction Entrances and other measures are �" Fy+ provided on additional sheets.Erosion and sediment control details are not drawn to scale. \ ` 46 Fi'e �' /-' olr t r� ' ' / \ Ii I I III'( ------ TYPICAL LOT LAYOUT WITH CURB AND GUTTER \ \ \ `\` \) REIry I �02.° WATTLE,' I Lot Plan \\ I 4��III �OV�II I III II s r AnL Ron cap • • / .. Pews \ \\ - \ THIS PROJECT ZONE IS ALLA HIGH UALIINTSo 44ILirWce I I \, OM 1 I I Lot 1PlPlan /'' \ m x w. REO .H. / \ � 11 \ m "C'REGARDING SENSITIVE AREA �I \ Lpt Plan /-- \ ---- \ WATERSHEDS SHOULD BE FOLLOWED / .,{ 12 1"H" I / \ DATE: PAGE: ` \\ \ / \ OPEN PACE trCj°`C '11,2 Lot Plan / \\ \\ Filler Fabric -A \ 42 • \ 1 +Y H / \ \ ARE #1 / tiC of Ian —Standard Shangth w;e Backfill trench \ \ / / / / 40 {\a`\ Lot Plan \ / / / - \ 4 Max.Bare strength W.eithomwire fence Wire Fence / ' and Compact / (''Q 4'i. 'l�j ��H�� // / // \ \ thoroughly / OrC/ 1/ 919. MAINTENANC0O RLOT CONSTRUCTION m leaving the...ion site I I steel oast y '0 / / / \ / I I \ 'zs / I 'P6// eel 1} �paepe I \.i / // \N /// '16 / ;'3z'1 / — ,,. PWre ties I te-za• } /�-— I yip, _,yg 7 //l)RAINAG&ACCESS N\ I I \ 17 \\/ / THIS I 'I / / ,/i Icencetately remove all objectionable materials -�.. public washed.or tracked onto ce e.y / / MAINTENANCE > I 1 ,.t .V.1W'-HIS PROf)1ECT IS IN A HIGH-0U LITV pose qe a weekend aftereach rainfall event.Any repairs should be made immediately. deposits I - I e�nn / I / / EASEMENT / \1.5 ,./ TER ZO SAND ALL REQUIRE E e downed forward along the / 1 / /' / ( / • REGAFIDING SEJISITIVE AR' ( ' possible. c. I / I / / �\ , 19 \`� / 'TERSHEFS SHOULD BE F• .(WED I Sedates-The sod should be properly mainloinealo mcere that Me grass take holds in the areas being secured,The sod should.watered as necessary Filter Fabric / ( 7 / ' \ I \ 'l' I I I / I a a fed a.a.ea g rag a ea a,e,when aD RaRBnE SECTION w \ 2 °I I ( i serly.Any bore tep in x'we�renoe. ".,,m..=.a,al.,a.,.a".a.,.�.,H .,,..®,m.rlmP"mawtrm.,aw.a, ( l � 1 ;,� \ \ pA I I I \ � � �" ,=,marn=„r.mmhm,am.as nealed to insure perl areas manent grass,tn=aagermaffig temporary , elan=used wn�In`� .—n,eawa�w _____ growing season permits the use of a permanent grces I ng rainfall.insure Mat Mey are operating as designed and Mat Mere w,.,,e"," ,w a.aw.baa ,..aaa», .".>.....naan. \ General on Control Notes 1 \ 21/ '19 I I Fys• I I I \ / ceveeeneim. erms exceedIg.,.thr cach ht.andshRceplaced hi locations.will not interfere with home constmcgon acticeties. • ded lot area ,m_m.mae„a=i.i.. , rmm,a�.m, a.w.m.wa " eM Mm tr a md,e n h l #s / ll mt.,um=orated into mesa N arm wa w .rase. / 22/ / / I \ Iy \ \ / „ e ,P=.oe..,.a.e�r..w..,.,a, wu,. sane""r„ soma dens not mp.acere m. a.a �a""," ms.s,a,Pam.m entree. .e..mssm.,e..P.Hsca.„..—..am.wa,..,,,,—ne.u.a,a,. w c ..m,me \ - a.e.m",n=a,.cn. wPerr,mar,a. \ / / cu we,swa„mowe,nn„mm.leecer. reel nwsrP.,w.am,e.ae-,me®munre.,,wuwobnee / / THIS PROJECTS INA / �'I II 1 \ \JJrainfalls,ot a,e..ton«pe<w« builder t construction dictates.measures will be relocated ,o.ws"wmnn r.acm=.,,ru a.H. J i HIGH-QUALITY ZONE ,•.�� 23/ I / \ \ I 1 I construction activities on an I"', control measures.If / AND ALL RE UIREMENTS �J / / / / ` ue uw,os w,ro-o \� / REGARDING SENSITIVE AREA I / \ \ IWattles ,. al Mr sedimcntaiion runoff is eliminated as much a,possible,Silt fences and gmel construction entrances will.males shall.inspected after sipificam rainfall events.Rills or gullies upslope of the wattle and any undercutting is to he repaUed.Sediment intained as suggested / WATERSHEDS SHOULD / I / ) \ I I iWl �\ / / BE FOLLOWED 0/ / / i \ I I ,aarn,ara.wnbe'aag \NC-En�ronmenlcl,peg �� \ / 1 A / / \ \ / 'Sty/ / H I SILT FENCE / pressure ro the f= replace,an=a Decease, / / I nn,tuaane= a .rP 4kt ft7_ op_01 ItPlilr, I I I l 30 DATE: PAGE: / i 29 / /,/ , / eels _1 ` 0000E �/ PAGE 1 of 2 + • I` I1I11I I1 11111111 II11111_I /� Ir2jC // .� LOT EROSION CONTROL PLAN rl /' // 4.0 TOTAL DISTURBED ACREAGE: 1,47 ACRES ifTNE WASHED STO ( OPEN SPAE j S�� / O E „apWIREWRE ` RGNTaIBW ��'e\ AREA# AQRU�/o // // //,S° LOTS 7-14, 59 & 60 BURT WIRE FENCE,FILTER /' �� / / / THIS PROJECT IS IN WINDER STATION FILTER OF ,°�' / / HIGH-QUALITY WATER ZONE WASHED Silo o al CLOTH IN TRENCH Ge�lfe /...../ // l / AND ALL REQUIREMENTS s / / REGARDING SENSITIVE AREA 2'FILTER FABRIC ON n/ `s/ / WATERSHEDS SHOULD FOR �sas� ,.Hardware cleM and gravel should GROUND aaaeenhamreeartreea. GaenmDalavaaona,aaaerainren=aamrlay Me silt fence at least 12 inches. i / // BE FOLLOWED aaR wI�FBrvaEANDHARDW aLoTH '� E sp.out04' 2.Smne outlets.should be letatkannceaweekandaftereach,inc General Erosion Control Notes DREAM FINDERS HOMES, LLC FILTER FABRIC IN TRENCH9,Keep mean free of F a e°requiredout "n repairsa.immediately. // / areas, IN THE CI T' OF VASS 6,Remove sedmentwhen hallo!S.Re°ace stone as needed tofacilneedawatanng. / // McNEILL TOWNSHIP MOORE COUNTY, N.C. ..\C-Environmental.jpeg BBaTIarvalBW ( // N / SCALE: 1"= 100' APRIL 2023 „ SILT FENCE OUTLET GRAPHIC SCALE IN FEET ENGINEERS NE D —too o too 200 300 Coo PLANNERS I SURVEYORS MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C. MOORM AN,KIZER & REITZEL,IN C. PHONE (910) 484-5191 FAX(910) 484-0388 License #: F-0106