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Home My WebLink AboutNCC231009_Site Plan or Location Map_20230414 era \ \ 1 \ \ \ \ \ R ENGINEERS - — ^- \ \Q \ \ 1 — ( P,?s "aglO • \ 'V/ \ \ \ ROADSIDE 1 \ \ \ :MOD ^" PLANNERS QQR \\ \ DITCH \ \ °°oryF mop SURVEYORS _ \ FCO\ Q\ �\rcH \ \ 1 I \ \ �— _ — `°M MOORMAN, KIZER & REITZEL, INC. \ �4/1), �\ \ CO \ \ I j \ \ \ — _is Msa zttt 5 �;N \ - ROADSIDE \ \ \ \ Lp :� oF, fq A SELF INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY •• DITCH ^•, + \ 7 DAY GROUND COVE- ) / \ `S�i.°4Fq NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR \ \ \ \ IN DITCH WHERE PIPES ` \ ) — '2 O4O \ HAVE BEEN INSTALLED \ o ee COMPLETED AS AN EXCEL SPREADSHEET. • \\ \ \ (TYPICAL ALL LOTS) I / / \ \ /ft ` SITE AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED OT• \ \ \ I (F EROSION AND \ \ \"O �\ \ \ / / / / \\ \ Ow SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A + \ , _ • MN,y NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY ."T1� \ THIS PROJECT IS IN UBLIC SUPPLY INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE DRIVEWAY <' t";�., \ `?2 WATERSHED oO�R v PIPE IN DITCH '1 \ (WS-III-P)AND L REQUIREMENTS \ L F APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, 1 \ _ ar \ 1 1 I I / \ \ — 2T' DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, /��' .t�, REGARDING SENSI IVE AREA 1 I ` PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION \ \ CONSTRUCTION ,'� CONSTRUCTION / �\ WA HEDS SHOULD EFOLLOWED \ o CONTROL PLAN." 1 \ LIMITS \ ENTRANCE \ \ ( - NE b 3s /°°� \\ \ ( \ C \ \ OAD Pit B +/, DRIVEWAY \�\ \ 1 \ \ sn-zaM cswoop ROAD ® THIS PROJECT IS IN A PUBLIC SUPPLY I PIPE IN DITCH+ �\ \ —� — N sk-zWs WATERSHED(WS-III-P)AND ALL REQUIREMENTSif \ \ m REGARDINGSENSITIVEAREA \ \ CONSTRUCTION \\\\\ � 370 / • \ \ \\ \ \ WATERSHEDS SHOULD BE FOLLOWED \ ENTRANCE ," __ 4,0 CONSTRUCTION SCHEDULE \�\ SILT FENCE • \ /74, \ 360 fib/ ) ) 1 _ — — I. Obtain all necessary permits and plea approvals.Erosion and Sediment Control (ryP) .• DRIVEWAY \ r/[�AV GROUND COVER IN DIT WHER \ \ \ PIPES HAVE BEE NSTALLED 1 (E&3C)permit and a Certificate of Coverage(WC)must be obtained before any lend disturbing activities \ e \ +�7 \ // PIPE IN DITCH\\\ (L (TYPICAL ALL LO ) _� occur.A copy d the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a _ CONSTRUCTION \ I I permits box,and accessible daring inspection. \ \`?J^(j \ \ ENTRANCE \ �\ ��/ / / — 2. Install gavel construction entrances first,then silt fences,reinforced silt fence outlets and wattles \ \ 3. Finish clearing and grubbing any necessary yeas on the lots as they are caned. \ � 2 \ \ (.:e P/ 4. Begin lotgmding and ex REINFORGEP - WATTLE , , SILT FENCE \ +�� / " \ �� \ 5. Begin or continue with hand hours`onstnction.es. OUTLET \ /n + ••,"/• \\ \ �� / / W 6. Finish all rough grading and house construction. r �w 7. Install driveways,walls and patios. a�'D. \ / �/ - - / �\\ �\ CO \ tar N 8. Beginf egrading oflat areas \ O°- \ SILTFENCE \ (jj , \ S \/\ 0, 9. Final grassing,mulching and stabilizing of lot.In most cases this will involve the installation of sod on the lot. \ /�'' P. / ,,••DRIVEWAY \ .3 ,b,/ The silt fence will remain in place until the lot is sodded or grassing is stabilized and tikes hold. \ tS �G��, \\ +/ \ (ry ) //� '✓// c PIPE IN DIT H\\ \ �\\ �`/J / \ \ \\ \ 10. The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete / `SILT FENCE CONSTRUCTI the fallowing combined self-inspection f found on the DEMLR website t1 (TYP.) ENTRANCE �\ �� hoes://tiles.nc.gov/vcdeq/Eaterg%20Mineml%20and^/^201and%20Resomces/Sto,mwatedNPDES%20 O \ \ �'., y/�� + \ \ Oj General%20Permits/DEMLR-CSW-Monitoring-Fonns-Rev-August-8-2019.pdf.Twelve months of complete v.� ^" // 3 / / \_ �\ O/ /) \ \ inspection forme shall be kept on site and available for inspection at all times.it is recommendedawpy be \ \ WAS,TLE + \ �h .....---- kept in a permits box.(GS 113A-54.1(e),ISA NCAC 04B.0131,NC001 Pan Ill Sections A and B) \ II. Self-inspections for erosion and sedimentation control measures are to be performed at least once every seven \ \ \REINFORCED2'?J \ / //" / / \+ \ z / \ calendar days and within 24 hours of every ran event of greater than I inch.Any needed repairs shall be SILT FENCE . 4.'''.' (h.Ca / A� `J�tL/T FENCE / \ made immediately to maintain measures as designed.All ESC measures shall be maintained as specified in \OUTLET '% J N _ / RYp,) / �.- \ \ \ 3Q the construction details on this plan.A min gauge shall be irealled at the project site P monitoring. / / '\ 12. Inspection and final acceptance letters.When the project is complete,the permittees shall contact DEMLR to \ ,. }// /// \ ROADSIDE close out the MSC Plan Afler DEMLR informs the peemiuee of the protect close out via inspection report, / / �\ \ \ DITCH \ permittee shall visit'deq.nc gov/NCGOI"to submit an elxuomc Notice of termination(e NOI)A$100 O \ \ \ 4 anal- the \\ \ / easel general permit fee will be charged until the e-NOT has been tilled out. r \ / tie / ROADSIDE �\ T `� / \ \ 1 I O \ \ �x \ / / DITCH \ �Q O� f • �NS TIO CONSTRUCTION3 \ �� S S / S t 5 / tt eiiii S (/e WATT LIMITS/ \ _. to ow _ providing equivalent protection A \ \ \ / / / / \� O rj -11.- substituted far use in sin socks or wattles. I ^, LE Y (917 II I II:71 cemppst • THIS PROJECT IS IN A PUBLIC SUPPLY \ V"? / �Co CP 11 p\\ n tz Mm.'i P-- 2:-' ,z Ma.�i desiredlengthsuchthatnaaeroan. I `.i WATERSHED(WS III P)AND ALL REQUIREMENTS �i e } / R �C7� \ 2 ea Stakes 1 i / + / O i -- � yJ �` 'O REGARDING SENSITIVE AREA / P. / _ /1 A L.� SECTION SECTION and a 'ma,nomreeeaemnatMtaaora \ WATERSHEDS SHOULD BE FOLLOWED 358 V,g?n tar/WATTLE / l \ slope.Silt 11 below t flat areas should be located Mlle edge°f THIr"PROJECT IS INAPUBLIC SUPPLY / CJ ,tonwane(s)n Ogg'unary.land disturbanu,The ends ofte sin / REINFORCED [; f. WATERSHED(WS-III-P)AND ALL REQUIREMENTS / Ol. OP' t s,Mar. do a e SILT FENCE "?S. / REGARDING SENSITIVE AREA / �� \ a. sill Weal WOinch x 2 Inch cross section wm stakes / / —_ �� OUTLET / "?Ce�,.e l WATERSHEDS SHOULD BE FOLLOW�FD' \ O en ilt sock/wattie.Stakes should be placed at avertically plumb,through the center of the aa REINFORCED / ('� inertmaximum interval of 4 feet or / • SILT FENCE / / �l.( 'IV`, maximum in a 4e OUTL� Wood Mulch°r iota ground n4 Min es,n s°ruwame,s pieces In ea„cat I 7'''' S� .�r`� \ not possible e.vihen UNTRE;ai E waT�usnOn ��u^°..�..� ,°.�«p ,.. ,: n hold it in p during behind he, silt // / / / / / ill` I ISOME MAJNTENANCE �e Arta aap�raaxlNim�HawaARE — — ........ _ _ — — ------- Mulch / \\ �2M2�FF� 0 / / / '' Ni‘.? OQ O� man �p gym; (;�nnml 40.,t)„.o.) Tnz z. AYaWemustb„eplacedfclggedor ( c / 8 tar usheetFMx ii Silt S°ck/uLength(a1 u°auto)(szarm) ('iFe ml (Fe al IS I ktaob re. e // ..------- 4, , /// ' \\ \\ ��Q� Wattle ,> °nmugb un ,26pm/R dPi3 '33 g4;6 a63° I N e✓' 111 O/ /mt/m) Vm/m) Viz/eV liMo) measure has been permanentlyatamlaea. ° \ \ / Z \ \ \ SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION I DATE: PAGE: DATE: PAGE: DATE: PAGE: r F n Filter Fabric e b 0 / /I�Steel Foot 0M wire fence {Mire Backfll trench Ip�,r� PC G TR '1 4 I v 6M strength ba wire fence Wire Fence and Compact 11 .Il 11 i J Steel Post ihrra,ghly F L L 'I I ,b S .m % I I ✓! ✓( % %i a /.41.0, I k .row .ro. taw ,w. »e. O0 THIS PROJECT IS IN A PUBLIC SUPPLY 1 — 4 I IL '� Oe' y,}�'4� so WATERSHED(WS-III-P)AND ALL REQUIREMENTS p°°°° �j II I ie. 1.. ,_ Jam\` / alai "l "'" REGARDING SENSITIVE AREA PI.,re ties g k a=, n. .AU i,_ L. 11 l,, nY t __' l �� J �. "� e }m.`'`.``'.`'�`.`'�`.``'�.�`'}'.'�v`}�`'� °`°"'°'',... WATERSHEDS SHOULD BE FOLLOWED w 6 - k St AU °FRO AY 1tO V,/ HU AV -HO AVHO WAV -RO AY / A AAA AAAA ♦ I IIr 1-... Notes • " "M. . .: � �1.- z4 [e down aa toward tang ate cn EGEN INLET 1,If needed,Tree Protection fencing should be installed along the buffer zone wetland , M tit OM � � • , boundary and/or around protected trees.providing a radius of at least 1.25 feet for each y./��il� 141 inc lir Filter F°brc 21 hllfsl Fence kdiameter.th saes of each lot.Install Silt Fence outlets shown On 0 T �4.074 p �' CROSS SECTION VEW FLOW DIRECTION h f Id g tlfieldadjusted,(necessary for placementshould low polnis If lots are r' ,enrsa^�n,n^n,wreaneednnM„e`.,,,pi.,xna„nw,np°u,n -. contiguous and have different land owners Cr holders each IV should haveindividual ORSILT FENCE / � 'pP� ;. wag" '^°^...".°. "^ ® A.Install required Silt Fen within 10 feet of property line to ensure dteres o conflict with General Erosion Control Notes m W sex n e ton, ,w p u a ti tie m m.p,.u*r e°,.mp°,..d scam. ENTRANCEseptic system.It is the responsibility of the builder to ensure the installation of sediment m...a hart.,,°,°o°,. ..^,.Po,. ,.a,.,.:°,,,° ,.= CURB INLET = control measures doesnot impact the septic system and repairarea(s). 1.Only the shownshall be disturbed. n°n<°i,vses,nec,n°n,am.em°masra,.°. pwn„mus Os ny ro°w° a ace.Tixcvr.mame 4.At least one ConstructionEntrance/Exit is to be installed per lot. all vegetation,roots,and dinar objectionable na after earn 1 torn greater rainfall, ppropergrarequrepaimme any2. All disturbed A shall be grossed and Wa ste taste bins and other areas dedicated o buildingmatena waste shall be at a n,ma.swa,ai renm,nemm,rebzae mmanaging taw rvelrone specific grace and dimensions shown on the plans.and g mulched asas possible and maintained least a feet awe ate i is If tla se iaefs o Coma b achieved, d,,the it a e be must b mat im am.W.amemwage,.mag,.,.a n,.ti.a Y g until pemanent cover is established.a 0.Rase ix inoes of reed,along.bottom ana wear.tench. uuggh comp.-. omp.-e aem,mpam... to Wre.peann paver n� oothnedpehindSill ence. sseparet'on cannot be ach'evetl these areas suet be , spilled,washed or„ackea°ropub is rmnc and meoeu nwmusn mmpsswna n°mnr cr,a roe earewmmmnm. ncontained behind Sill Fence. ,eery the foundation n locations roadways. 10.Do not attach Alterraene to s"ti^Bti''' - R.Inlets downstream of disturbances should Co protected'streets should be swept whensubseepageg titer Lade. sediment from the construction activity is present. .\NC-En vi ron Men tal.jeep 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are ..\NC-Envnc efts„rui.tpey L provided on additional sheets.Erosion and sediment control details are not drawn to scale. - CONSTRUCTION ENTRANCE/EXIT TYPICAL LOT LAYOUT WITH CURB AND GUTTER ..\N C-E n vi ton m e n fa I.jpeg Fhh- SILT FENCE PAGE 1 of 2 SODDING THIS PROJECT IS IN HIGH-QUALITY WATER ZONE AND ALL REQUIREMENTS DATE: PAGE: REGARDING SENSITIVEAREA LOT EROSION CONTROL PLAN F O R IL a MIN. FENCE WATERSHEDS SHOULD BE FOLLOWED T /a INCLUDING 7 DAY STABILIZATOION. ONSITE HOMES, LLC MAINTENANCE...EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION "'"' Nur ovEnuF.A sReRPENEo + IIIIIIII IIIIIIII (IIIIIIII• Intmcdatelyremove„,nstruction jectionable maven.shou,washed.or tracked fepfe,ic,ssu TO sediment from°n.sal „taw w°µOiRPeNO%ECES GROUND STABILIZATION TOTAL DISTURBED ACREAGE: 4.35 ACRES Stitrence-Sedimmt fences should be ingected at least once a week and after each rainfall event.Any repairs Amid be made immediately. III illr w °" signorine, SITE AREA STABILIZATION OTC 9 — 4 pr°r"� as ,a,aa,nne, nan,ae,na raarn mi�Norm coPECiL°' DESCRIPTION TIME FRAME EXCEPTIONS LOTS at tall thnes.Take care.not undermine the fence during cleanout operations. ,wa no,a w end r°: PERIMETER DIKES, 7 DAYS NONE AT mosT THE WASHED areas bang secured.The s0a should 1 SWALES,DITCHES HARDWARE WIRE FRONT VIEW Nap p� °type recommendations a �, • •• G SLOPES S H E I LA P E E L E S I N EAT H HIGH QUALITY 7 DAYS NONE tar f` w FE FENCE ro , WATER ZONES FILTER FABRIC,WIRE FENCE. Grassing needed tothe establishment m'o):pems.°gmed asme`, w It Haw) MINOR SUBDIVISION L T - \/ JJIIII I III SLOPES STEEPER 7 DAYS IF SLOPES ARE AND FILTER OF o 'SET MAX 2'APARp DivesionBerms-Diiv,era.nbem.shall :sins° ated weekly or MiereahaamoRiimpmim i ltoinµ that Mey are r wwnas egad and Ma�ry a. sous a uowween meson THAN 3:1 10'OR LESS IN WASHEDST a a H rvTRENaH uolul i Wla, dgl III➢Ik 3'FILTER FABRIC aRapNDi. gra LENGTH AND ARE GREENWOOD TOWNSHIP MOORE COUNTY, N.C. area ON GROUND ,pp ma eaea w, . �,narena woe THE so. ACT AS 600n Lee ASTNEwp,S NIGH ENOWD, NOT STEEPER 1.Hardware clot and gravel should overlay.2.Stone oat.should be a°eiwMe.a eamaeIilt fence Illrs°eaea ro earedsufnr,etytoinna,tulle nerrnremam, place gMecourseofMeconn,n,ne0aarev,ees, THAN 21, 14 SCALE: 1'= 60' FEBRUARY 2023 e°Ice ass on tield commons. APPEARANCE OF GOOD SOD DAYS ARE BURY WIRE FENCE NaH HARM CLOTH NCG-01,inspect ou.tatlest on.s week and after each 1 inch min w m g e p01 gna tar g a ALLOWED GRAPHIC SCALE EHMAINTENANCE a immediately. - s SLOPES 3:1 OR 14 DAYS 7 DAYS FOR so 0 Bo Bg 12o zoo ea Removed FLATTER SLOPES GREATER h - Ell 11 FLMO,FABRIC IN TRENCH deposits """°"ate. THAN 50'IN 4.Remove s.lment when half of stone cutlet Is covered Mat impair the filtration capability of the wattle shall be removed when the udiment reaches onedhird of the wattles 11 a.Replace Owe ase..to facilitate tie-water g ,m,m.,n,naiin w aew,m,a p, ,ahem r naa„e„nnm„an, , meta„ r as n,wamr. g arc es. LENGTH ( IN FEET) SECTION view Reinforced Silt FeneeOullet_Remove sedition deposits as necessary.provIde adequate storage volume for the next ram to reduce `"ws'uen norL" ALL OTHER AREAS 14 DAYS NONE(EXCEPT 1 inch= 60 ft. .ANC-Environmental.]peg uaae ah srsm°„ nameaaon n WITH SLOPES FOR PERIMETERS SILT FENCE OUTLET estabilize,r after joincontributing s .a p y n,hod "r FLATTER THAN 4:1 AND HQW ZONES) MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C. - - - PHONE (910) 484-5191 FAX(910) 484-0388 License #: F-0106 =•o ai sHe Lq P sNFArr, c\t .tsr� r -- =r r a y,z