The URL can be used to link to this page

Home My WebLink AboutNCC243254_Site Plan or Location Map_20241023 CONSTRUCTION SCHEDULE �� ) A / ( \ � \ \ \ I 1 7 I 1 I.Obransllvecesaary Portnitaaad plan appro I.E dSedrmmt Conuol(E&8C)Pormitavda CemFlcau of Coverage /� �b>' (COC)must be obtained before any land d ti gactivities" w«A copy of Me E&SC permit the COC and a hard copy/ � �� \ � \\ \ N.,,,,y 2.of the plan must be kept on construction en'trancas first,lhin a It kvices,rainfo�ced silt flwrturing inspection. _ ".. j___ \ \ -- \ ) \ \ \\\ \\ \ \ \ I / \ \ / / �, l�l 1, / / H� 3.Regan lot gradingand dexcngaoY vaessary areas on the Iota as they are started. \ \ / ' \ \ \ �- / \ \ \ 1 I I I I N. \ - \/ ' / / ,// // / , / 2. 4,Begin lot grading and excavation activities \ 7 -----"\ ,- / \) 5.Begin«bough with housend house cons activities.. l \ \ / / b.Finish all rough grading and house coazuocfion.All areas not disturbed f«]days needs to have temporary or pemimw[ �nvdwver installed / / ��-� \ I I / // / / ]. all driveways,walks end patios. �` B.Begin fine grading of lot saes / I 9.Final gassing,mulchingd stabilizing of lot.In most cazcs this will involve the installation of sad on the lot.The silt / ( SITE , me ham in in placea sodded o[gr grassing stabilizedak<^nolaess a / - %/ �_\`� \ l I I I I I �/ \� _ / / / ' I I 10.Thecontractor sM1all conduct self-inspections ofine erosionantl sedimentationco trolm end complete Me following J - - -�-��`�/ / / //. I ' combined self-inspection form found on the DEMLR webaim _ �_ _ _ - // / \\\ \ \ I �/ https I/ww Twelve months of fcompleie ins action-mineral-and-land s shall be t on site available for atraMmes.It onsvuction-pr°gum. 401 recommended copyb keit in a Re fits box.Re:G.S.13,54 naavaighG for inspection all t5A robe I •/• v / I ELLIOTRRo� /OagO�OFaOq rxonrndedacopy be keptmapermits box.Ref G.S.IJA-541 t1oou&hG.S.11JA-5]Sections lSA NCAC 04A.0101 / I / / \ \ _ - ```\ xl throughNSA NCAC INE.0504 General Penne NCO 010000 WIPES for Cons...Activities. / \\ \ ► I I I \ •. . � /_ 11.Self-hupations for erosion and iimeatation wntrol measures are m be performM at leazt Dace every sevw calwdm days I ` I I / \\ "` ' , and within2Anigned.evmainevmes shallermanlmeh.AnYedied in the iconstDbe madensonta[elymmaintain J � �� / ---1---„,......' �\ ( I I/ \ '-'1,-- \ I as designed.All ESC measures shall be maintained as specified in[Fe construction detrils on this plan.Arvin ....... / gauge shall be installed at the project site for monimring. /// _ I �� ` r 12.Inspection and final acceptance letters.certnrntt of is compine,the Permiuccx shall conac[DEMLR to clnsc out the . / \- / / / `\\\\ N .___ I I I I I / _ \ \ // \ I 1 EASC Plat.After DEMLR informs the fthe project clove out,via Inspection@on,the penalxcc shall visit \- / i� _\\ \ - I I I I I �- / T I67I :/ 9 "deq.nugovMCG01"to submit en electronic Notice oftmninatlov(e-NO'1).A$120 annual general permit fee will be / � `// charged until the a-NOT has been tilled out / / .\ / GROUND STABILIZATION _ _\\ ��` \ I I \ / SFM� VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS 47/_/, - /N.T.S. 401 DESCRIPTION TIME FRAME //j / /// _ / \\\\\`\ \ \ I I\ .A; I \ I I I r \ �J / I 86 PERIMETER DIKES, 7 DAYS NONE I / IS,hR E�/ IC SJIPPLV �� --/ / \\ \\ \ / IF I I I \\\ / / / SWAG S, DITCHES / / / J - / \ \ \ �/ / I I \ \\ - I /I --� /W)NHIGH QUALITY - )) ;!Ai IIIr \\,,,•,:_______ , .._________ / SLOPES STEEPER 7 DAYS IF SLOPES ARE 1 / 69 I \ �� / I /A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BV THAN 3:1 10 OR LESS IN - -\- r�l I I SEI TF ERdddDEEEE 1 1 \ \ \ �`� / � / / / I I I I I 85 NCGS COMPLETED A4.1`N AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE I I U T \ \\ \ \ �\-/ / I \ / / COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER r/ // / AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 / _ - -� I I ,9,r CONSTRUCTION ` \ / - ( ( II I I I I \ \ / EROSION AND DAYS ARE I I I 7•''.., LIMITS ` \ '' \ \ / SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A I I I 1 \ �/ - NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY ALLOWED _ REMAINDE1t OF I - .5 I \ \ \\ \ �\ I I I �' / INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR -J -I. LpT�B T,b R"EEM.pIN ill WAS O \ I 1 � \ \ - - - - /- 1 1 1 1 I �\ 'Py�\ / APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER IIU U BE \ • DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50.IN 1 PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH ��1 J I I I I I �•� ��\ \ \`\ � I I I I 1 \ \ I I I I \ F9 �63 84 CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE EXCEPT \ Ii WITH SLOPES FOR PERIMETERS 6$ N '\ �- I 11 ` \ \ I I� I / / \\\ I= FLATTER THAN 4:1 AND HOW ZONES) \�./- l I / � I I I I FESILT NCE CC.Cy. I \ \ \ \ \\ �_ i � \ \ _ /IC ..tl,o. J // J I DATE: PAGE: �\ \ �� AO ` C/ O 5 k CTIwN 7\ \ \ \\ \\\\\\\\\ \ / j /�/ �j/ J/ // / / / 82 ' J CONSTRUCTION / S Sock/W SItS k/Wtte NOTE: ,cow---,_ MI e5. '-'- -- �4 - _ _tare Q7„ = =�- 67 ENTRANCE I I \ \ \ _ - - // //NiIS�PR GT IS,IN/P 1l BLli.SUPPL New 111I•�I,OT. . ilmlwAimumimpe_j„i MSusees. LI S \ \` \\ LRE Court Stokes ,2 in.il 1611=I1: , N to the dmired len@ such that logs do of ae�orm �B3- --- / /I }}}+++ \ \ ` A /�WdTEjtSHE (y!S-I APIB�AL OUI ENTS,1p1N /\k Stapes malaj:nowe be installed tpceareo<Im �� /\ / ry // \ \ I�\ '/-/ / / / .REGdR91NG S€NSJTIVE AREA / / \ - sECTION SECTIONMare. eme(si bated of a below �_ �- I I I 7.'j ` \ \ ` ///Vs'A4EjtSyEDS�8S10t!L6 BE F6LLOWEO - Pat areas nouebe° at.edgeof /� /A0'DRAIN� SEAS- ENT U \ \ \` �J T / / / / / 81 y' I �O anM(a)ahwN be slightly uPalompem X ■ //ij/ / / N kee.rn tt anti e e°t e / / I �° �aa,g 6i 65 - s2 inch x 2 inch cross section should be ddven �� I - ( s0 ill ,i1 , Oak or other durable hardwood stakes with a 2 laced at a «cum a Pe.Men \ o I /, 75 / I / \ f I \ ✓ // / urvTRENCT�°i/i Mulch m log t g rid a Min. a <a�naawwnm.:e1<pa M1ry °a I J74 , 7 -L W W vertically plumb,through the center M the silt socklwattle S.kes should be IaoM REDIrvsTAL INSTALLATION ..,,..,,°o.m.m...�.,..o..o,,.�.,,w....,.w,,. MAINTENANCE: ailnwacedbu°ringro"noma.ema. \ / $ � / �° - EmGVI - /I- 1R2ILITY_ �p 1. Ineacspect silt - - - -Inch or greaMmaInfall.Remove - - - _ `/ • • • b 78 �/ 79 / f«uulchoresrea COMPOST SOCK wmAL FLOW RATES as / EASEMENT �` 20'UTILI ESEMENT \ \ / / / 00' a liPMSocks compost spa ` hnuke „te<ted P.ean plwn.t.r „m; (weum)tme nm1 tem".0n�� 2' ame mnat be re a needed to allow for adequate"a irdwgad url / m Drive \ \ � `� / / `� 1%/sheet slwv«y $ PSIIt tSo<k/K.as,nmI I (°es`mI(i�`mI s samtaerenw<Ineat '? sO / \ /• (/�/ / 9s` j� / / / \ r/ • a"Ira be °tee wlte a (/ N \ / //- 20'UTI A EASEME wot le ( 1 (3 I (500 I • diameter or a'upagea.ore �= / /_1- I I20'UTILITY EASEMENT d.°alle R°, ],e n,B m�aure Tea e w` e.ia la,� - -r - L - - - - L - - I___ = r - - rta as ,tt IX 'matt a larger sock...shell b«t T / 1 ` / Rhi Drive °° SILT SOCK/WATTLE FOR PERIMETER AN nceia / TRACT ` cr/ w D c2 (B bean / /m/m) /m/m) /m/m) /m/m) MOM "" D INLET PROTECTION / 1 -zs� �_ / - - 20' TILT EASE'NT / Oil DATE: PAGE: / �254 / / �- \ \ H.. \ 29 28 27 26 5 24 23 22 21 / 2� \ m/ / / / 202 1 14 13 - -80 \ 7 �� 5 u �� a tact / \ 19 � 17 16 4 ll � WI I' ' I5A � , 1 ✓l ✓! A bz \ \ 1 �� 18 -58 � . T R ll da lb HOUSE �@ sous 2 \ \ � / / •A4�Fi " 'OAaWAY 1• riTra Y� Oi a,. s \ /\\\ / / 7 INL cE oFa1RB Notes: THIS PROJ CT IS IN A PUBLIC SUPPLY \ / �- I \ �. " U-1I/25(_ .." /� .(/ / ET 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland WATERSHED( S-IV)AND ALL REQUIREMENTS 0 - -I boundary and/or around protected trees,providing a radius of at least 1,25 feet for each \ REGA DING SENSITIVE AREA S' N �/ -- LEGEND inch of trunk diameter. WATERSH S SHOULD BE FOLLOWED ��` m 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on -TROT,ROJECT IS IN A PUBLIC SUPPLY DIRECTIONFLOW @ schematic/diagram and field adjusted.if necessary,for placement at low points.If lots are 1 WATERSHED(WS-IV)AND ALL REQUIREMENTS contiguous and have tlMerent land owners or builders,each lot should have individual Silt \ \ \ C2-48 -'358 n'�. \\\��2`8= ��GARBWGSENS4AVC--AREA MI' SILT FENCE -r-k- Fences, WA IL-NSHEDS HOUl�BE FOLLOWS 258 SILT FENCE OUTLET 3.Inslall required Silt Fence within 10 feet of property line to ensure there is no conftitl with \ \ \ /// G^ 7,58 ENTRANCECONSTRUCTION septic system.It lathe responsibility of the builder to ensure the installation Msetllment \ \ / / `SL► -� CURB INLET = control measures does not impact the septic system and repair eree(s). 1 \(\ i / 256 \ 4.Al least one Construction Entrance/Exit is to be installed per lot. �, / / 5.Waste bins and other areas dedicated for managing building material waste shall be at \ \ / / / J least 50 fret away from storm drain inlets or drainage dkches unless It can be shown that / \ no other alternative exists.If this separation cannot be achieved,these areas must be _ / / \ contained behind of Fe I \ \Fence. - 6.Inlets downstream of disturbances should be protected;streets should be swept when / \ sediment fromienhe cenSilt Fence Outlets, letty is present I / /',.--__ V ..\NC-Environmenlel.jpeq T.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \l provided on additional sYPIC.Erosion and UT WITH CURB details AND GUTTER not drawn to scale. J ------------ TYPICAL LOT LAYOUT WITH CURB AND GUTTER (7-- t a r I DATE: PAGE: THIS PROJECT IS IN A PUBLIC SUPPLY WATERSHED(WS-IV)AND ALL REQUIREMENTS REGARDING SENSITIVE AREA PAGE 1 of 2 �� WATERSHEDS SHOULD BE FOLLOWED TOTAL DISTURBED ACREAGE: 0.90 ACRES a /igfil LOT EROSION CONTROL PLAN - . MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT 68 9,9 / � w,„, KINGSBURY RIDGE • s - General-AII 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 an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates measures will be °a p P 9 P Y n Y Y t�.�� relocated on the lot to insure that the potential for sad methadon runoff is eliminated as much as possible.Silt fences and gravel construction entrances will be maintained as suggested the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. / . J JJ J:�.., J N. FOR / •ygjit ',S i 6.....,'� 1t/ � 1 ._ Gravel Construction Entrance-The gravel pad should remain n 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 /�,,. � � X objectionable materials spilled,washed or tracked onto public roadways. A&G RESIDENTIAL, L L C sy..,;V-a -�;4, a ,- 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 properly to insure / ='.C� •y- �.*`O 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. ' +__,-��,.�,_-;�_f.� " CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY Sodding-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 SCALE: 1'I= 100' OCTOBER 2024 Construction: Maintenance: 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. GRAPHIC SCALE 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or material and properly grade it. greater rainfall:make any required repairs immediately. 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.My bare areas should be 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment 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. 100 - so 0 0 smooth k. from leaving the construction site.This may require periodic 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. 4.Use geoteAile fabrics in other to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or 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 subject to seepage or high water table. tracked onto public roadways. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. ( IN FEET ) CONSTRUCTION ENTRANCE I EXIT Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the nett 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 h = 100 ft. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE SF-0105 LAST SAVED:10/1/2024 4:25 PM LAST PLOTTED:10/1/2024 4:45 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\Ade RESIDENTIAL LLC\24-2855-02 KINGSBURTRIDGE-EC\PLANS\nlvsseURTEC-LOTSB.DWG