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HomeMy WebLinkAboutNCC241416_Site Plan or Location Map_20240508 CONSTRUCTION SCHEDULE I :I I L q, I.Obtain all necessary Permltr and M.aPPmvals.Erosion and Sediment Covvol(E@SC)Permit and a Cenlfi<ateaC Coverage cop (COC)must be obtained before any land disturbing activities occur_A copy of die e&SC permit,Me CAC and a hard copy :.,,,,qO� pftne plan mustbekept on site,preferably in epemri6 box,end accessibledwng inspection. / v�-.02.hum118mvel controcton entrances fim4 Men ails fevws,rernfined siltfw � � `tLR4A'G 11 _ outlets and wattles. \ SR-j R. 3.FinisM1 cicanng and grabbing any�ceasary areas on Ne lots as they are smrted. \ \ J4.Begin lot grading and excavation tivities \/\5.Begin m cominue wish House<onstmetion activities. 6.Finish all rough grading and house construction.All areas not disturbed for J days needs to have temporary or permanentN \ /0 9 groundcover MANI.. �2>g ti =� ^ J.Install driveways,walks and patios. \ �^ B.Begin fine grading of lot areas \ (e� S.Final grassing,mulching and stabilizing of lot.In most cases this will involve the installation of sod on the lot.The silt \ \ rn f // ) 4 SITE fence will main inplacetrntll M1e lot is dddor grassingiastabilized d takes hold. \ \ \ m \ 10,The contractor shall conduct selRimpxvons of the erosion and sedimentation control measures and complete the following combined self-inspection form found on Me DEMLR webs. \ / `�` I,I 6'REYtROnp nttPS l/xvcovsv.deq.na8ov/abootldivisions/energy-mineral-and-Iona-resoorces/smrmwaterhmrmwamr-ProgreMrrPdescomtruction-mo8ram. \ \ ) D 1 1( y,, \ 1w Twelve months of complete inspection forms shAl be kept on site and available for inspection at all times.It is recommended / / i1 F `' �I p a copy he kept in a permits box.Ref.OS.113A-34.I through G.S.113A-ST Sections ISA NCAC 04A.mo1 mono isA ,_ \ \ \ 2 "max rpoA10 §` 1 NCAC 04Eo3g4 General rem@ NCO 010000 NPDES for Construction Activities. / ) TR II.Self-inspections for erosion and sedimentation control measures are to be performed at least once every seven calendar daystr. V 6 r R6BR 4,1: end within 24 hours ornery min event of greater tM1anlinch.Any needed repairs shall be made immediately to maintain \ \ \ 3 5 SR.t yERO45 , 'Ayp measures as designed.All ESC measures shall be maintained as specified in the construction details on Mis plan.Arain 12q \ L� p 4 3 yo0, gauge shell be installed a[NeProlect site for monitoring. ` ` \ t� \ f / 240 12.Inspection and final accept.ce letters.When the Project is complete,Me permnees shall contact DEMLR to close out Me \ \ i P m O EffiSC Plan.After DEMLR informs Me permitterof0e project clone out,via inspection report,the Permittee shall visit \ / �gl 'u.,� 4L "da9.ncgovMCG01"to submit an electronic Notice oftermmation(a-NO'f).A$120 annual general permit fee will be N \ \ r \ r / J SR;roA'q,q � "� � ` paged until NO h been STABILIZATION \ \ : `� \ \\ Alabaman Court \ J / _ / 6 ) ` ��� BRYA�T 1 ° ct �Dev ay ROAD d`F -I', Q,' SITE AREA STABILIZATION EXCEPTIONS \ \ ` \ ��/ I i J \ W _ 10'UTILITY EASEMENT (4Ro VICINITY MAP DESCRIPTION TIME FRAME ` - o�\ r/ Ire�I� (N.T.S.) PERIMETER DIKES, 7 DAYS NONE 'b \I I I \ ) SWALES, DITCHES ' 8c SLOPES I \N \ \ \1 \ •^• CONS RUCTION / HIGH QUALITY 7 DAYS NONE \ g\ I I ENT NCE I J WATER ZONES / 1 (HOW) \ \-� �_ - 1o'UTILITY EASEMENT \ / 1 SLOPES STEEPER 7 DAYS IF SLOPES ARE \ \ \ ` \ ) SILT FENCE / A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10'OR LESS IN / 1 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 \ \ \ \ \ \ / / 15 /� 1- \ \ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 \ Lotplan I EROSION AND DAYS ARE \ \ \ ` 1 \ / E w / \ \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED \ 1 \ WATTLE S I NCAC 046.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY \ ` s w INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR ; �.� CONSTRUCTION APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER \ \ \ • "a�' \ LIMITS /i. 1O g \ I DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50.IN • $ �\ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH - SILT FENC :s 5 \ I CONTROL PLAN." ` \ \ \ I /� OUR :I / ,. ALL OTHER AREAS 14 DAYS NONE(EXCEPT ,\ J WITH SLOPES FOR PERIMETERS \\ \ \ ' ( \ / `ar. w LE / \ \ I ry FLATTER THAN 4:1 AND HOW ZONES) \ \ \ DATE: PAGE: --1.-) "I I / \ \` / S S /W Silt 5 k/Wattle rn /1 FL _. 3.�I M So �I - - section 1 ,�•. I ) I / � �65. Il,gj I \ Stokes ,2 Minal -11=LL5 M recta oi 1 / ' s xas" metaf1 \ / 14 / /and a minimum SECTION SECTION eeSiieeoo<�a�l�:q oak / LDt Plan ` Pat areas edge land disturbance.The ends of the \ J / ` CONSTRUCTION ''Ill <O able(s)shun)returned slightly upslompem ilt /\ / / / / / -\ ��Plan /1 LIMITS °fie e'5oc Metal.g g one acne of< I / / \ re / ` / o„Fri ' p I p 1 4. Oak or other durable hardwood etakes with a 2 d Mulch w Dam of 8 feet if.sinaocar.attl< pia interval ♦j ( 13 U �;` 2 N. UN TRENCHED INSTALATION g E.trNTRENCHED INSTALLATION. Ee : s �conc,maples aree usedall onmaximum i@rval Ma e�eemetriled behind we rect �� } m / / Plan l Z `1 'I 0 "v --1- N Toot/2 height of to at each,mM to hold it in F ar9reaterree eltlaRemwe runoff events. / / .--/ J S �EN Ilea / \ h �a A �� / 'Th i MpkM1wDamp COMPOST SOCK Irv11AL BD.RATES wnm Iated im naedanYee6aaaa v silt Lot Plan K wentrnMeeSnma mk.r a p,a atwAeer m' (It)( a.m)(s�.m) = 2. Mhaw ttenpanor / / 2� ...Ns .2 �R ''♦ \ ( -\ I / Pre sheet Fl work Are. f silt*awe Mt<�gtnm(az) (SeaFmj(imFmj lies l6eeri ti0 a. am nenee<de.Meh^regaree a -.6- / / B_ ` ` O. I ' / (ns m) Gm) (gym) / 1paalle au d. rains ;rt atl;,l atm�a man a wm�ewe:=n / watl< a4 ,4 3 s Reinstall ' ....We�;i 6 • '�"'�'") /m/m) /'"/'") '/'"/'"> '�'"�'") CONSTRUCTION SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION I / I CONSTRUCTION MITS / U I 0. I DATE: PAGE. \ COMMON l AREA ` I \ I-lr I. ll 4C 1/ ✓! b ctI) I \\ J// if R ll nose it Hasa �Th11: 21: ion� ¢2I \ / 1L p/� \ ' 7E LE"EOF Cage Notes: \ IN I \I 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland boundary and/or around protected trees,providing a radius of at least 1,25 feet for each LEGEND Install Silt trunk diameter.on the \ % c 2.nstall Silt Fennce e low elevation sides of each lot.Install Silt Fence outlets shown on ) DIRECTIONFLOW @ schematic/diagram and field adjusted.if necessary,for placement at low points.If lots are contiguous and have dMerent land owners or builders,each lot should have individual Silt \ ` / SILT FENCE OUTLET ® 3.Install SILT FENCE -k-k- requited Silt Fence within 10 feet of property line to ensure there is no confl:0 with / / ENTRANCECONSTRUCTION septic system.It is the responsibility of the builder to ensure the installation Of sediment 1 1 / / CURB INLET = control measures does not impact the septic system and repair area(s). \ I 1 _, 4.At Waste one d other andancate firm managing agingauil nr lot. 1 Il\ / 5.Wastebins andotherarsastl draped buildingformanainag unless material waste shall shown t least 50 fret away from storm drain inlets or coinage dachas unless It can be shown that ` C/,..... ce no other alternative exists.If this separation cannot be achieved,these areas must be Ir/) contained behind Sik Fen . 6.Inlets downstream of disturbances should be protected;streets should be swept when sediment from the construction activity is present. ..\NC-Environm en leHoeg T.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are / J \ provided on additional sheets.Erosion and sediment control details are not drawn to scale. ------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTERI /- 2:312'.` DATE: PAGE: / PAGE 1 of . ° MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 3,37 ACRES oaa �y�yy{ LOT EROSION CONTROL PLAN Q� General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once perweek 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 P P 9 any Y Y J.O��C' /,'Y•''ii'46--.46, 5p Mw.w 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. LOTS 11-15 '~~~~~~~ ro�t FIT FAIRGROUND 264�<yy+y+y+y+y+y+es N yy+y+y'>.�. �°aaa 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 /-. 6:1- •4-14- s41-11::474s 6, objectionable materials spilled,washed,or tracked onto public roadways. �' _ ~Y�� �������ti Silt Fence-Sed merit 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.An sediment deposits that build u against the fence should be removed and disposed of T T / _ Mn p y. y p p g p properly to insure FARMS 1�Y•''i�''ii''i•'77'"i44�•''�-. 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 ne the fence during cleanout operations. 1�L.lIJ i,2 i i6 ,4411 FOR 4+�� ,`�T=i1i1i1i'°' "' 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 / ep'.. 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. B E NJ AM I N STOUT REAL ESTATE SERVICES, INC. -•• 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 AVERASBORO TOWNSHIP HARNETT COUNTY Connection: Maintenance: 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. 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 SCALE:1 tt=60' APRIL 20243 material and properly grade k. greater rainfall;make any required repairs immediately. 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 GRAPHIC SCALE 2.Place the gravel to the specific grade and dimeneione shown on the Mans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. so 0 30 60 120 240 smooth IL 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 geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or Reinforced Silt Fence OutIeI-Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce pressure on the fence/outIet.Take care to avoid undermining the fence during cleanout Remove and replace stone as necessary as it becomes clogged with sediment.Remove MI 11 11 subject to seepage or high water table. tracked onto public roadways, 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 ma so MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE BF-0106 LAST SAVED:5/6/2024 4:50 PM 1A5T PLOTTED:5/7/2024 7:59 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES BOW-2510-2s FAIRGROUND FARMS-EC\PLANS\FAIRGROUND FARMS EC-LOTS 11-15.DeO