The URL can be used to link to this page

Home My WebLink AboutNCC243518_Site Plan or Location Map_20241114 CONSTRUCTION SCHEDULE //'_ \\ / 1( \\ / \ I.Obtain all necessary permits and Dlan approvals.Erasion and Sediment Convol(E&SC)permit and a Cmlgcab of Covmage/ ` \\ / ` /---. —— — _ \ (COC)must be obtained before any land disturbing activities occur.A copy of the MSC permit the COC and a hard copy of the \ \ / — °eo Plan must be kept on site.Preferably in epemii.box,and accessible during inspection. // ^� \\ // // ` �_\�� ' \ / \ gip° 2.Install gravel constrnctioaentrances Brat Men silt fences,reinforced silt fence / / / N. //I .� ` / ' p outlets arid areas . Paned. , \ \\\ \\\ / \\ / \ / / i \—J ,y S.Finish clearing d grubbing any necessary arc on lots as are ned. / \ \ 1c 44.Begin lotgradiggand excavation / \ .�(( Cf h house construction activities. \ \\\ /N / / / / cGp i4'0 6.Finish all rough grading and house concoction.All areas not disturbed for]Jaya needs to have temporary of pemianeift \ / / S 0d groundcovm installed. \ / \ \ / / / f ].Instal driveways,walks and patios. / / O O f B.Final fire din of ng a \ / 9.Fi el as mulching and stabilizing of lot.In most cases this will involve Me installation of sod on Me lot The silt fence will SITE ,„�- � ai 8 g � � / � l i i �R, CS remain in place until Me lot is sodded or grassing is stabilized and takes hold. / / t STftFfr-T of Nr,10.E]v 10.The contractor shall conduct mlf-inspections of the erosion and sedimentation control measures and complete die following ` ( \ 4N4M SCAM° T.• a0� combined self-inspection fore found on the DEMLR website \\ \ ‘ / l \ / 7 SM.v4040 Sk 1 hops//www.degregov/abontldivisions/enerm-mineral-rod-lead-resourcesreormwetrestormwatempmgraMnpdescmutmetion-program. / / / .LUMBER Twelve M f PI inspection shall be kept - d availablef inspection alltimes.I dad \\\ \ ` \ I ° copy be kept in p b :G.S. 3A through541 G.$113A 57$ - 5 NCAC g 5 \\\� r\ \ \ J , ( 1 ? NCAC 04 0 00 S f \\ Q° BRIDGE II.Slf p 4 J d 1 b preformed LJ d J \ • 1 t'�pP F. within 24h f<vc f M 1'inch.Any addregain Mall be J immediately ... as \\\\ I \� /��\ \\ \ / _� 1` ` 9 designed.All ESC me shall be ma mini edspecifiedth construction this Plen A rain gauge shall be installed \� ! \ / ` — rere chw a h formonitoring. \ ` // ` \ 1 12.Ins ndfinal« letters.WhenM complete,M es shall contact MGM I of Me E&SC �FfT Plan.After OUP.informs Me perminee of Me project close out,via inspection repott,Me permicee shall visa \ \ �1*�/ �-\ \ ) I ��--- \ —J N. .S 1kF040 3 "decpc.govMCCAI"to submit an electronic Notice of temsination(e-NOT).A$120 annual general permit fee will be charged �`—_ ``�� \ �\ \ N .Sg,2,' o • until Me e-NOT has been filled out �\ \\\ \ �_ _`-�� \\ --- — _� \ � --r''' \ GROUND STABILIZATION i _� \\ \^ /�� °( / `�\ \ VICINITY MAP DEITE SCRPTEON STIMBILIRAMOEN ��\`V� \ \ J --�/ ///N�_�----_�\\�� -- EXCEPTIONS / r \ / N.T.S. PERIMETER DIKES, 7 DAYS NONE // ! I I \ ---� Il ��------ 1�6i— �/ /� �— ��-_ — �� —SWALES. DITCHES J I f' -----,� \ /�/ / /� �\— � ```\_— —�\ \\ HIGH SLOPES I QUALTY 7 DAYS NONE � .. / / / \-� '`\�\\\ r\ 2 \\� / / -—— �� \\ L. WATER ZONES / / / / r A A� \V ( N / �- A / / �/ �1 1 �� ----�� (HOW) ( i / / A .\ ayo/ 1 v ` -- — ,______ / \ / / / 1 �/�_�--_i SLOPES STEEPER 7 DAYS IF SLOPES ARE /// / 1 \\ \�\ \ \ / / / _—_— ( ( \ i — — — A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10'OR LESS IN / / / / I \\ 1 \\\\ \ / / / ` /i r^ \\' /— ` \ — NCGS 113A-54.1-IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE / / \\ \ �/ \ / `�—_ \ \ �// \ �� /�/� ��\ \ -- COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER / / l \\ \ / / \ \= \ ' -/ t/ i —` \ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 / / 1 /\ \\ �� y` ^ry2 / // --- ..../ \\ \\ EROSION AND / _µ$ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A DALLOW DE //// ' \\ \\\\\ \ \\\\\ .— — \\\ \ J/// / \ _ ` /i/ \\\`` NCAC 04B.0131 STATES THAT-,..DOCUMENTATION SHALL BE ACCOMPLISHED BY / INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / / / ',Op\\ \ \_ / /// N �- _ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER / / ---\ \ \ r\ \ ',5 \/ 1 \_ -/ // — _—_ \ DATING AND SIGNING AN INSPECTOR REPORT THAT LISTS EACH MEASURE, THAN 50 IN 'S_-- —� --'S PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH / \ I N \ J \ CONTROL PLAN." \N\ ALL OTHER AREAS 14 DAYS NONE(EXCEPT / \ \ \ \9 -- — a4,- _, \ WITH SLOPES FOR PERIMETERS / l ) \afQ \CC\kk\ ...mg-. J FLATTER THAN 4:1 AND HOW ZONES) �\ \ S •/,,\ MI DATE: PAGE: / �- l\ \ef�\ i `N N N\ ya CONSTRUCTION LIMITS Silt Sock/Wattle NMd/W / �\ N\ ,> \ \ \\\ /Elan �l «e 40, 0l5`*� m a FL. MIm 1. OMer materials providing equivalent protection \ / -Il II .11= swited for / � N\ \ rain e 1x MI .._".�' 2 Mn ,licit: Ira comtoo \ \ / \Q \ \ 7 // \ �I 5 es 'I sinker 11 °veaael \ ,_ -- \ N „L0T Plan / TEMPOPRARY \ SECTION SECTIONgra per-Sn Mwmtegtlocated below \of 10 feet beyond the.of a • // / "E. COL-DE 1 (mamas shog be located et Me 8 / / <o ,,,M1m.' II RO ante+- rending oin9 around and erg \ \ \ \ r—\tot Plan _ III , Inch x 2inch cross '— \\\ \ o 1 Wen Verkally Ia.et911 --�\ ITC• �L maximum interval i i �.> \• AT Wood Mulch or Com at Ty,oglan4'Min of 8 feet Ina eata«M.am placed.a4mm \\ ` _ —— / 14'4 \henT/ CONSTRUCTION I / DNTREND Eo/2 height of Ing S. In the event stoking Is not possIblem shall bet:seg..e e o • P 9LIMITS ISOMETRIC INSTALLATIONEw W CHED„�_„wE� �� w� seeldwere to ugnmplacegin,mnaraven..the sllt \ o ,an oa � MAINTENANCE: .4 / O".1. inspect sin screws.at least weekly are after ,... 10 C f mMpa m«IrIDaLaowaA,rs as -- ---�---� ��_ �,--� :�'• �� \\ \ ror ulw.ileh<naa s«fee neeak to allow for adequate Arerraa DeMy.DI°m.t.o(z'T (goo:ml,,,,v ,1(Soo:ml a(T<n 3' atae m«t,ro..a aea9aa ec N — / PIPES HAVE BEEN INSTALLED 7 DAY GROUND COVER IN DITCH WHERE DRIVEWAY S. „RN, \ \ Lot E tan / SnemnWv �SiNtSock,MLIrn4NS 1�esrmlt(xxermj I5Yo I`Yo 'rmroi a \ PIPE IN DITCH db • \ ) 11 �\ r Wntl< (,Fm1 (ream) from aedltabm ew<adeM mom' oI ';n min p°;n 'm;:tt ' damaged4. Reinstall if �dislodged.ant:,n. \\� EN NCE _ —ma COMMON ACCESS y\ afar Vm/m1 I gate /m1 I /m, Ism/m1 m' °�a....nit,.... SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION /I \� \\\\� �2 y#—— a' \ \ DATE: PAGE: ( — /) \\ \ \�S�\ \ /C LIMITS M 1 3 \\�I\sw \'b\ �..A,. .C" .D. .E,� .F.F�.® ..G.. ��H.. I ^ \ \ �a\ -. \1 \ 1 —-, III — \4Fi 4HODS St 4 --) \ I / \ \� � �rs �� —_-- \ 14 I O � ! \ E . i \ I LEGEND Notes: — —-- \ \\ `\ 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland /-` — I \ \ \ I \ \\ FLOW DIRECTION g= boundary and/or around protected trees providing a radius of at least 1.25 feet for each _ inch ll trunkFence on the \ ---.-I \ \ \ \ \ SILT FENCE 2 Install Silt Fence on the low elevation sides of each lot Install S R Fence outlets shown on . / —— \ DIVERSION°RCN T�TD— schemet'dtl agram and field adjusted,f necessary,for placement at low points.If lots are i N_ ——__ _ - _ \\ \ \ \ contiguous and have different land owners or builders,each lot should have individual Sik WADDLE/SILT SOCKS Fences. L SILT FENCE OUTLET ® ensure there is no conflict with — \ Setbool \ \`\ \ \3.Install required Silt Fence within 10 feet of property line to S \ CONSTRUCTION ENTRAN septic system.It is the responsibility of the builder to ensure the Installation of sediment �eOt \ \ \ control measures does not impact the septic system and repair area(s). \ Y`—___ Sb \ \ \ E 4.At least one Construction Entrance/Exit is to be installed per lot 1706 \ \\ I \ 5.Waste bins and other areas dediceted for managing building material waste shall be at least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that \\ \\ \ \ \ I 1 1 no other alternative exists.If this separation cannot be achieved,these areas must be ———-- \ ` \ 4/` contained behind Silt Fence. \ \ 6,Inlets downstream of disturbances should be protected;streets should be swept when ) \ sediment f the construction activity's present. \ � ].Details f Silt Fence,Silt Fence Outlets Construction Entrances end other measures are ,.' \ \ \\\— ) \ \\ \ (\ I \ provided additional sheets Erosion and sediment control details are not drawn to ZY J L scat TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES // r — \ \\ \ \ ) I I DATE: PAGE: / \ c.\ \\ \\\ \\\ // /J // .,� PAGE 1 of 2 Ail TOTAL DISTURBED ACREAGE: 3.08 ACRES �oaa /r�90l MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT EROSION CONTROL PLAN "7r7r7r a LOTS 6 — 11 , r1 a/a/s/..? 40. \ - - awn. a0 General-All measures will be inspected and corrections made after runoff producing rainfalls or at least once a 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 y _ e ° `w p p 9 p r any y y JACKSON ESTATES r r r r r r r r-r r 'im,<n relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover, /i`.BS.Pr i`li^l Ar47.i7i7i7i`r`r`r`r`x-x-� Gravel Construction Entrance-The gravel pad should remain in l 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 imp sediment and clean it out as necessary. Immediately remove all r , r r_t;,.ir r r r K-2 2 2 2 2 �:=I` a T�`I-`I`I`r`r`rY`I`I`I-`I_ objectionable materials spilled,washed,or tracked onto public roadways. FOR / s Mm. r r-r r i r r r r r r _ •� ' ,,,, ,,,r",,V r7r p y repairs should be made immediate) Damaged or decomposed fabric should be replaced>; r.r-_.r r r-.r-.r-_.r_�,. Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.An y. g p p promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure d kic-A6 avv-taw .t�'.• 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.re to not undermine the fence during cleanout operations. A&G RESIDENTIAL, L L C 4__'1=60Imo'-6 .a° 4t_ ",.0Rg011r N Asti 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 ' 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. TOWN OF LUMBER BRIDGE ROBESON COUNTY Construction: Maintenance: 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.Any bare areas should be SCALE: V=100' SEPTEMBER 2024 1.Clear the entrance anti exit area of all vegetation,turns,end other objectionable 1.Per NCG-01 inspect at least once a week and after each l inch or 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. material and properly grade it. greater rainfall:make any required repairs immediately. GRAPHIC SCALE 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 smooth it. from leaving the construction site.This may require periodic 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 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or d s� subject m seepage or high water table. tracked onto public roadways. 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 care to avoid underminingthe fence during Ieenout.Remove and replace stone as necessary g c p ryas it becomes clogged with sediment.Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET ) CONSTRUCTION ENTRANCE/EXIT 1 inch = 100 ft. MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE#F-0106 LAST SAVED:9/4/2024 TOG PM LAST PLOTTED:9/e/POPe 11:57 AM PLOTTED BY.Dennis Gilbert nln000t:G\STAFF\DENNIS\DENNIS WORK FILES\PROJECTS\EC NEW PROJECT\EC-EMPTY TOO-JACKSON ESTATES\JACKSONESTEC-LOTS6-1IZINC