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Home My WebLink AboutNCC233681_Site Plan or Location Map_20231213 . 7 /, / / G CONSTRUCTION SCHEDULE 1` \ I O� NFSliti I.Obtain all accessary pamtib end plan approvals.Erosion end Sediment Conlrol(E&SC)permit and a CO....of Coverage \ \ I \ \ \ / I I I I / _ ,„,,, aHO,`g2] ,,Cp (Coe)must be obtained before any land disturbing activities occur.A copy of the E&SC permit,Me COC and a hard copy of the ) I / 56 6SF4- d 3.B6in ustbekept on site,PrMesablYa aPeWaa box,and accessible during msPation. \ \ \ / / I I I I H / I / PO 2.Inst.gravel wns.ction entrances fitsl,then silt fences,reinforced silt fence SODDING / tit oral¢eau wenles. \ SITE nHeanng ana®bbagairne ens emar reatai a. 4 Begin lot grading and excavation aWvitia /,f 6.Finish all g graor continue ding d Wet h house construction activities. �� / I I I \ \ \ \ \ ].Install.veways,walksd E.`• MASONS TROWEL!SAN/NOV 9.Final grassing,mulching dstabilizing of I In most cases this will involve the installation of sod on the lot The silt knee will oRz remain in place until me lot is sodded or grassing is stabilized and takes bold. M�� axos,NDrwMMxaaacas. 4f¢6 436 / / I I 1 1 �� i ZP UN/OA'CHURCH THURLOw LA026 ROAD IO.The contractor shall conductself-inspections of meerosion end sedimentation control measures and complete mef°Ilowing I \ \ �� / I combined self-inspection foam found on the DEMLR website III ill e / \ SR r805 ROAD hops:/Iwww.deq.ne govabouUdivisions/energy-mineral-end-Iana-resourcWstoimwater/stormwater-program/npdes-construction-program. la is MATCHED coraaecnY. / \ \ \\ \ // / / / / I I 1 �� \ o / Twelve months of comp) P f shall be keptd available[ P II' It is recotmnendeda :1- copy be kept m a perm box. f:MS. 3 4.through O.S. 3 S C C.00 through 13A \ m NCAC09E 0504 General P NCO 010000 NPDH9[ C A // \\ \ \ N / / / / / / l �� 1 11.S If spec f d d' I b performed l ery calendar days d ir within.b f very - of greater m 1inch,AnY needed rep shall', ad immediately - - / / / / designed.project All ESC hzllb ed '!d th do'1 m' Ian.A hall be' Iled • ^./` / \ h _ 12.IEla d final cep eletters.Whentheproject out, the P shall DEMLR I theMSC tl I� / \ \ \ / // / / / / / \ \ .---- ----sm....-............____ _________ ___2.....______....„.... \- py '� PI AfterDEMLR'f m pe Ira project 1 inspection report,theP 'nee shall itir \ "deq g MCG01 b 1 Notice oCarmtnatton(e NOfT.Ag1011 annual general permit be charged NINl77f!lAIfNl,NNl NlN / q� P�' unto me e-NOT has been filled out I I,�� S'LNIN�l�N III K \ / / \394/ - �" �� GROUND STABILIZATION WI.il.SOIL ac ENE WATERVia NMowre // \ -'� :DAY / / / / � � _ - - - - Oqf 9O ulosooxeo.wATFawsu max¢a) / / - aOgd SITE AREA STABILIZATION rox�APPEARANCE OF GOOD SOD / 1 \ \ /1:-/// / / / / /VICINITY MAP ��/j DESCRIPTION TIME FRAME EXCEPTIONS CN.T.S. 7 ,/ / PERIMETER DIKES, 7 DAYS NONE \ / 406THIS PROJECT IS IN A PUBLIC SUPPLY SWALES, DITCHES ., / ////;__--- = 42 / / /&SLOPES /WATERSHED(WS-III)AND ALL REQUIREMENTS HIGH QUALITY 7 DAYS NONE a,r�».-, am„a ' ___------__- \ N'1�' /REGARDING SENSITIVE AREA WATER ZONES °'r°'a,»e" /,a= �- G UND COVER INCH WHERE/ / WATERSHEDS SHOULD BE FOLLOWED (HOW) aaattaHa.a er..,eaama,* �// PIPES AVE BEEN INST LLED SLOPES STEEPER 7 DAYS IF SLOPES ARE I N,if �J � THAN STEEPER 10IJ!? a ES HAVE BEEN INSSTALLED�/Pursuant to G.S.113A(3),provisions for permanent ground cover � //�/ I • p� / / /sufficient to restrain erosion must be accomplished for all ROADSIDE ^ / DRIVEWA \`A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY disturbed areas within 14 working days or 60 calendar days \ / \ I I DITCH a�� `'ern' .( PIPE IN DIH 402 ' -- NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR ALLOWED (whichever is Shorter)following completion of construction. o� - #j -�� ' -�� -2 COMPLETED AS AN EXCEL SPREADSHEET. �'0. DRIVEWAY - /�. --_-- --o=- SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ I �, --- --- AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED PIPE IN DITCH 406 -__% EROSION AND FLATTER SLOPES GREATER \ \ \ j _____-- ------- --- _-__-- SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 50.IN General Erosion Control Notes - Gongs\TT$UCTION =___- _-__---- NCAC 04B.0131 STATES THAT.._DOCUMENTATION SHALL BE ACCOMPLISHED BY LENGTHENTRANSE ,:%/� ` ___-_ 1 Only the areas shown shall be disturbed. INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALL OTHER AREAS 14 DAYS NONE(EXCEPT 2 Temporary ground stabilization is required within 7 days on all \ \ -=�- 141128022222a APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, \ SILTFPNCE CONSTRUC ON•./ - - __=r-- WITH SLOPES FOR PERIMETERS areas. I \ -_- _----- -- DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, FLATTER THAN 4:1ZONES) \ (TVP.) NTRANCE ROADSIDE PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION AND HOW ZONES) ' ' J / \ \\ N �CH / / I CONTROL PLAN.' \ \ `/ DATE: PAGE: \ v DATE. PAGE: -- Sin Sock/wane Silt Sock/Wattle NOTE: LT FENCE I I Flow Area sal Area ,. oar providing protection •A" 'B' "C' "D" "E' 'F" "G" "H' \ //,/ Ryp) / STRUC N Cl - cab TI cred a may be subs..for _ _ ,./ \ _�-� \ \ NLIMITSTIO I =ndll Z '.II.-R: z. dormNaln compost '6� I�� bT} n 1 \ 121 �I~6tnkea �I Stokes x g installed parallel�aa. n u ti u �. I I e e t \ \ \ \ �/ �, �� \ �� _ SECTION SECTION heflat areas should be 10O.aled gre'e�.e of mlow 1f Hous��q�� ll Hous .LI .HOBS�JJ Iyy HOPS G I Hous Hous ILL :111 Hous I \ \ \1 \ / / \ \ \ \ / land disturbance.The ends..silt 40 A'4er.. 40 a'MR'. sock/wattle11 N Ets�T I L. ro... N IITrp I. IJ •_PJ T _�I L y 1 i.�J Tor-a� / 1 �NSTRUC�fION :/ :O / �� \ \ \ / / r inch x 2 inch cross section...I be driven 4- sift 1durableI ■ �o->-r / 1 \LIMITS .`� :� / 3/ \ \ \ - I W W LEGEND Notes: / / I T'/ ' / / a2 \ \ \ I(/ sock/wattle.Stakes should.placed ate 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland /11: -/ v / \ _)) I ., roaArnorn interval of 4 feet or a maxim.in..] boundary and/or around protected trees,providing a radius of at least 1.25 feat for each of 8 feel Me silt aock/wafile is placed in a 4 or Com s Inch inch oft k diameter. / / / ,_/ / / 9. \ \ --) To of/2 Mulch of log t g rid a Mn. a. In I.event staking Is not possible(ie.when SILT FENCE E CEcnoN _ 2.Install SiltF thelow elevation sides of each lot.Install Silt Fence outlets ShOwn On fKKMMM�� ) I I l urvTRErveHEINSTALLATION 1 T�T� uhematiGd'agram and Feld adjusted(necessary for placement at low points.If lots are / / I / z'/' / \ \ \ �i 1 ,.,.=.,c..o.m,..or..a4n.orcm.n.r,m.ss.as.n.w r:. concrete "� contiguous and have different land owners or builders each lot should have individualSilt / .... 3�� \ I I ISOMETRIC VIEW -- sock/wattle roaninp onarerite. ® Fences '' /� \ - 3.Install required Silt Fence within 10 feet tof he line to ensure there is no 1 sediment with / \ t.MAINTENANCE, sit sock/wanb at least weekly and alter ``z / ` \ // each 1 inch or gr.er rai.all.Remo. CONSTRUCTION ENTRAN septic system.It is the responsibility of the builder to ensure the installation of setliment / I I :+/ // / \ \ \ / 1 Mulch or omp SOCK Ixmu now RATES as control measures does not impact the septic system and repair area(s). 1\ \ ----- COMPOST 4.At least one Construction Entrance/Exit is to be installed per lot. // \ :�'/ / / \ �_ ) I fun umreitcnea so ilea Dexy�Dlometa c(zoo)n*s(wo.m)(liaso.m)At,,,.m) s(Tso) 2. ame must ba replaceaa o9e r 5.Waste bins and other areas dedicated for managing building material waste shall be at Ica WATTLE .,, / \ ///I I Rre�a To fee t sock rim s adequate needed to ail=for nun,._a fee least 50 feat away from storm drain inlets or drainage ditches unless it can be shown that / / snap F way S t tsock/'nsMmla j (Tin) (usrm] '41 1i oo tee�0et replaced a no other altemat ve exists.If this separation cannot be achieved,these areas must be / `W '.°L coat le (soe m) (ana m) (sDo m) 0. contained behind Silt Fence // //�\ """555 999 / I 1Pro x maiicnn1w T. u. is 22 >0 5 6.Inlets downstream of disturbances should be protected;streets should be swept when / 0 ' W E / S•• / / ` \ _• ift ,mift m�Tt din �n sediment from the construct On act vlly S present // tg .ND / /'w�fi\' a (9e Ito U ( (a e 7 Details for Silt Fence.Silt Fence Outlets Construction Entrances and other measures are ( \ ;'a/ WATTLE En / / //m/ail /m/m) /m/m) /m/m) /m�m) M provided on additional sheets Erosion and sediment control details are not drawn to \ \ `•�- SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION L eF TI E BnTr„,rx;za TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES ( / ` L �nccc \ \ REI ORCED Q"" / ` /I F SILT CE 4 _ R.LT FENCE / \ / //f NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES saner / \ \ -_ 390 .LTFENCE / \ DATE: cove Fence Filter Fabric PAGE: \ eMax.Standard Strength abdawiM wire tens • DATE: PAGE: \ \• 398 •° OUTLET ../.... / - sreelPwt B Mex.Emre a brie wtno°Iwre fen Wire Fence Wire BCckfill trench CONSTRUCTION \ T _ d Compact Pp.. / \\ LIMITS �- 3 O .jg6/ / / \ \ ` / / / w thoroughly ) 9/ Steel Post ,a,/ Plastic Ct or at ,-MiCia n Oda / �Y'S;J / / / • \ / // 30 \ \ - 1 :abrg the trench J�\�4� / �'M- 7. \sfilifil4 \\ \ �� _- / / // \ \ \ \ /_ ____ n Q eon or ______ / // / Filter Fabric r� NCs. \ \ / _/ 1. Construct the rrembarrerof sanaam strength or so-engM syndieec filterabnna lH'gherances CROSS SECTION VIEW /�' \ \ \ \ / / 66 \ / Y P 2.En.re that Mt height°,the sediment fenoe does.exceed 20 rel In t he g 1_ 3.construct.fl ramcifrore a continuous re!!cu fro Meenon oitlre',warts aroMpnts.wbenionb are \ \secure.fasten Mefiller<sM onlyate support peat wiM4feel minimum svee .Me nestpast / `•-•- Mn r i \ \ ~ -� \ / _4.Support standard n9M finer fabric by wire mesh fastened securely to Me upslope side Me pasts Extend Mantenanu: , •.: r l / �� --- the wire mesh support.Me Ml.m of wirere.rcemmt Men fabric an Me upslope 1_ t once a week and after each, sae of Me fence pest Wire or plastic zip nmum 50 pound tensile slrergth inch or greater any required repairs immediately. / 4. 4 5 \ / / s.wnena wire mesh eappadrena.Is used, mom°rarest span sapped°Shedd',.am.n 2.shaaetn - arise collapse,tear,eeaamPaae, N'A"'bT'�7Y rri`"c I securely m.the ground ammlmamm 4- M1 mbeenme' it promptly. -„ -,..,.. - r' ) ) / \ - 6.Enm stren9M flu .securer necessary to provide adequate 1: / (2.------.....,, require rare a minimum 60 p s Remove me next ran and reduce PreMUM On the \sash Mefi.rfe should neveemnmum m50 pound tensile saragev strong.. fence.Take care to evoke undermining ing Construction. Maintenance, / I \ ,....--- 7.Excavate Me berth 41 h E Inches acepewg Me...Mine posy end 1 Clear the entrance and exit area of all vegetation,roots and other objectionable 1 P NCG01 inspect at least once k d fl ach I inch Or / /// e.w the Me creag.ated..an rentcontributingdeposits material and properly grade it. g -fall k yrequired repairs immediately. w.Pe rromM rip feemme o-erian. 4.Removes ten aepaaM I/ ece,2 n<nes and bring area grade s stabilize2Place the Ito ihes Hie d ddimens ohs shown on the d 2.Mt [h eaddom trench Mefiarabnn and compact.Thorough compamonmMe luckfi's drainage area has been properly stabilized. grave pee grade pens and Ih Ipad ru condition tp t mud orperiodic sediment \ circa.snfence performance. smooth it f leaving the construction site Thismay requireper odic / \ C 10.Do not anach niter a.to existing trees. 3 Provide drainage to carry water to a sediment trap or other suitable outlet t ptl g with 2 inch stone i ( -- 4 Use geotextle fabrics'n order to improve stability of the foundation in locations 3 Immediately remove all objectionable materials spilled.washedC. \ - - �- ANC Envr rrer WI Jpey subject to seepage orhgh water table tracked onto public roadways / \ \ - SILT FENCE CONSTRUCTION ENTRANCE I EXIT ` \_---- � \ \ N. A DATE: PAGE THIS PROJECT IS IN A PUBLIC SUPPLY \ \ " " - \ \ \ \ - \ \ \ PAGE 1 of 2 WATERSHED(WS-III)AND ALL REQUIREMENTS \ \ \ MIN _i IRICerPNCE REGARDING SENSITIVE AREA - - _ % TOTAL DISTURBED ACREAGE: 4.94 - _ e WATERSHEDS SHOULD BE FOLLOWED ACRES '• i- 11111111.11111111.1II III11 .' LOT EROSION CONTROL PLAN I ---V'. LOTS 1 & 2 THEwAaHEDaT ) MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION JON F. RING MINOR s - General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once per week minimum.The builder will insure that the construction activities on any particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much aspossible.Silt fences andgravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seedingand mulchingwill be maintained to insure properground stabilizingcover. HARDWARE CLOTHFRONT VIEW 99 P P WIRE FENCE SUBDIVISION 'NSW/ 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 FILTER objectionable materials spilled,washed,or tracked onto public roadways. FOR WnscEDSTONE _ FENCEsTEEL D CLOTH IN TRENCH 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 property to insure zST� Lner .rc NOTES: INTO 'Rourvo AND HAaow'nRE 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. O N S I T E HOMES L L C 1.Hardware cloth and gravel should overlay the silt fence at least 12 m inches. 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 dormant of the sod.The sod should not be mowed to close since this could inhibit adequate growth c• `o 2.Stone outlets should be placed on low elevation areas of silt fence root P y g g do ry q Pe y q 9 GREENWOOD TOWNSHIP MOORE COUNTY and stabilization of the bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. SCALE: 1 x-1 00' NOVEM B E R 2023 and based on field conditions. MAINTENANCE: Grassing and Mulching The area to receive grassing and mulching should beproperlyfertilized and limed as necessary s an initial step n soil preparation. Once the grassing has been laced,the area should be maintained as needed to insure that all areas are germinating properly.An bare areas should be GRAPHIC SCALE BURV WIRE FENCE AND B RV 6'OF UPPER E.E OF 1.Per NCG-01,inspect outlet et Teat once a week and after each 1 Inch or 9 9- 9r g g rya p i pr p gr g p germin g pr p y. y HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event Complete any required repairs immediately. 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. too 0 50 log 200 400 2.Freshen stone when sediment accumulation exceeds 6 inches. h = Ell 11 3.Keep mesh free of debris to provide adequate flow. 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 SECTIONviEw 4.Remove sediment when half of stone outlet is covered. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 5.Replace stone as needed to facilitate de-watering. ( IN FEET ) ..\NC-Envir en lot Jpey f inch = 100 ft. dt SILT FENCE OUTLET 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 cam 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:9/13/2023 3:24 PM LAST PLOTTED:11/e/2023 12:35 PM PLOTTED BY.Dennis Gabert FILENAME:G\CURRENT JOBS\ONSITE HOMES\23-2724-09 JON F RING-EC\PLANS\RING MIN SUED EC-LOTS 1 Et 20WG