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Home My WebLink AboutNCC242547_Site Plan or Location Map_20240822 - ‘ /" \ \ � \ \ I I \\ \\� // J ) ) ► II ' / / / / / - , CONSTRUCTION SCHEDULE I I.Obtain all necessary permits and plan approvals.Erosion and Sediment Control(E&8C)permit and a Certificate of Coverage �b>' (COC)must be obtained before any land disturbing activities occur.A copy of Me E&SC permit,the COC aid a hard copy-� /-� ` � � / 1 / of Me plan mus[be kept on site,preferably in epermits box,and accessible during inspection. \\� I \ `\ \ I I/ \ \\ / / / /�l/ 1 l/ / / / / 2.hump gravel corislmctien enrcances first,lhvn:inn'',ra�nfr�ced siltf ca \ \ I I \ / / / / / 1111111 p Qattara and wattles. / \ 3.FiviaM1 clearing and'grubbing any necessary areas on the lots as they are sinned.60 Begin 6.DNA lorgrading uv ugand adinghouse excavation activities L A �� j// ��s.Begin with CH / 6.DNA A rough grading and house construction.All areas not disturbed for]days needs to have temporary or permanent \ �uvdwver N.A. \ ]. mil driveways,walks and patios. �� -� / / // 8.Begin fine grading of.aura • \ \ I I I (/I// THIS PROJECT IS INAP LIC SUPPLY 9.Final grassing,mulching Tilot.In most carte this will involve me installation of and on the lot.The sin \ _` / 2 I I / / / I I / / WqT RSHED(WS-V)AND AL REQUIREMENTS SITE , colt min place until lot is dried or grassingixxtabil udaratakes hold. \\ \ \ \/ I I / / / ( REGARDING SENSI VEAREA /6� 10.The contractor shall conduct Self-Inspections of theerosionand sedimentation control messures and complete lM1e following _ - I I I / \ I I 7;:i combined self-inapeerion form found on die DEMLR webaim _ WATERSHEDS SHOULD BE FOLLOWED ' napsayrtvw.deu.nc.8ovlabouddivisien.energy'-mineral-and-land-resomceskslormwateasmmiwareaprogramaNdesconstmction-program. \\\\ \ \ I ' Pl* 1 401 Twelve copyb keit in a per forms box.shall ed kepi n site and available for inspection 15A Iris \\ - I I I I I I �\ / �/ /x / rt / ELL OT FAROAO rOSq&? Q0i recommended copy be kept P b Ref G.S. 3.ftuou&h G.S. J 5]S S NCAC 04A.0101 \ ` \ / 88 ik 5NCAC04 O50 General NCO WOES for C .M II.SIf f d 1 1 bprformd I van calendar days \ IL') I / ` 'I I \/ I I I I I I I / �- �\ \Q__ , -/ 7 �- 87I / / oVp 12.I a dfinalaz I era Wn to I to h ll DEMLR to EffiSC Plan.After DEMLR informs Ne permmee of the pr ct close out,via ins ecLon report,the permit,.shall visit / T Q+"deq.nugovMCG01"tu submit en eltthovlc Notice oftmnmanov(e-NO'1).A$120 annual general peltnit feewlll be \ ` \ \ // / / �,' Hr charged til the e-NO been lied out \Ni.‘'. , \\ \ I I I I I I \ A\ • ////// // ' / / \�\y GROUND STABILIZATION \ \`\ \ \ .. . \ RI I IIIr \\\ j / // \ \ NlI / /// / ' / �2VICINITY MAP SITE AREA STABILIZATIONEXCEPTIONS -� I / � / N..3.6. 7:, °rnN.T.S. 401 DESCRIPTION TIME FRAME )\\\\\ \ I I I I \ \ / / ' / °z\ PERIMETER DIKES, 7 DAYS NONE �� ` / I II ` \V / / / ` / / cwSWALES, DITCHES I \ \ J ( / l �J \\ 'o I 8c SLOPES 1 (/ (2y HIGH QUALITY 7 DAYS NONE \I\1 \ \ \ -� \-/ / I I I i I I r \\\\ \// ////I J l / / / \\ �A WATER ZONES `\ I /1 \\ J I I \ \ ✓ \ I I I I ( \ SLOPES(HOW) 7 DAYS IF SLOPES ARE \ / � I I I I ( I \ \ / \ I \ THAN 3:1 10'OR LESS IN \ • A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY \ \ \ \��` �/ // / // / / / / I I I I I \�� 85 I I I 1 \NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE `\ \\ S,ANMALTERD TI AN EXCEL SPREADSHEET. TOT S2:1,14 \ \`_ \�\-� - - - - / / / I I I I I I I L / / I I \ ' \ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 I( ( I - EROSION AND 1 I - SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE i5A DAYS ARE \ \ \ \ \\ j I I / I I ALLOWED /7/\ NCAC 04B.013E NGEE THAT....DOCUMENTATION SHALL N ACCOMPLISHED BY \ \ \ \ 1 1 I oil / \ I \ ROIVG AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 1 \ \ \\'' / I I I I I I I -\ �\ / I \ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. FLATTER SLOPES GREATER \ ,� r- DATING AND SIGNING AN INSPECTION REPORT THAT LOTS EACH MEASURE, THAN 50.IN I \\ \7 \\ \ \\ - - - - I 1 \ \ \ I I \ Gtl, i I 4 \ \PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH \ I� Z •I \ CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT �� \`\ I ` I �syF, 83 84 WITH SLOPES FOR PERIMETERS \ FLATTER THAN 4:1 AND HOW ZONES) \\ ` \ Ti\ ) I I 1 1 ` 1 I I I I I / \\\ I \ \ \ �� vVN \ \\ \ \ // � � ///I J� J 82 \ � � r e -I � 5 H DATE: PAGE: 7\ \ \ \\\ \ / / / / // / // 4 -I E `s' j Silt Soak/wattle Silt SOCk/Wattle N \ \ \ \\ \ \ - / New 3.MI D1•1!! 'rro manr use in sin soclacrwantes. \ \ \ \ / ////// j Kirk Cow i I 12 mill -- '- i Mn II-_ mdero \ \ - - /// / REINFORCED O 0 Y stnkea '�I 2 2� length Iv \ 1 \ / /// / �TRS P DO(WSIV)AND ALL REQUI PP Er1,S, « SILT FENCE r�6 ,,.� tyro SECTION SECTION Stakes 1 1 I obelow 7S\ \ \ \ - / / / /// / // // / / R-.•RDING SENSITIVE AR OUTLET /'y / stalled parallel M M I WATER EDS SHOULD BE FOL OWED �� ;7'�1, / m m. permm / / s^^H� 4 anle(c)co-an g around the ens otme I \ \ - _/ / // / / /(( / WA E ,1 / Ma* <p / / 81/ / / �D other durable hardwood stakes wia a 2 inch.:2 inch cross sedan should be driven 1 / r I80 �v Trench mesinaow@tor plxealnabincn laced at a I / / I / I\ / \c SILT :'y/� I --- maximum / / / / vertically plumb,through the center.the silt or Corn g na a Min mum interval / / / \ I I \ NCE\ / �'oN/ ��urvTRENCToei/i heighht of loq at s. pelarNSTALLATION. socksavaes are osed on aen rea )74 / \\ I / 7 / / / ` ,/ d IsoMEtwc INSTALLATIOND ENTm: v" m...u®.ra o.rvresw,..aa c nieega used bce nedhre mNmrcevema. 75 , \ $ \rFLpse -/- 7L-t; CON6TRUBTIw vlEw I.NTEMwhold Insp.silt caJwanle at least wreekh and after \ / / ITS ']�, / P co Mu.or ampoat /--- COMPOST SOCK wmAL FLOW RATES riAa m as needed to allow for adegu.flow. 20'UTILI E eSEMENT / for umrencnea Socks Peagn wanoebr )aT s(wo.gym)(lisso.m)(Coe.m) m 2 aura muaLce rePmceartaeBBee or \ \ ��\\/ / / / CONSTRUCTION /� I __ _/\//L1) / ENTRANCE //�� Sheet Fl Wrey �Silltt So,/ML<�arAz) (�eam) (z I (,,r,aOS (3 ) (Soo, a. a on.r a 9regmea sill vnma \'S� \ 2yo \ / \ / \ / "(0 �� -1 / \ C Z� /\ , �l *awe xtppaascaie ]. N. .. 7 x. 5 larger mae.shall be inspecteduntil lam 20'UTIyf'EASEME Ca/ / ma a ina in "V211na /4 no.Wea ma \ tiT �dP Are. 4. Reinstall it SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION - - /H1� L___ -- _ _ 252 ` �Z� / _ _ - 20. TILITV EASE NT / \ fir'8A\ / / DATE: PAGE: �254 / \- q\ CONSTRUC N -/ / 21 \ \ I / / 262 _ 260.......... \\\ \ ENTRANCE TI• - �� •B "c" D E F "c" H•• \� 23 22 2� w 16 \15� 14 1� CONSTRUCTION SILT _ ¶ I. ✓< ! IC q p ✓! q q / 19 y/ / ( 17 I / / LIMITS *Eq q CONSTRUCTION �62 / t- r6 4 ✓! ✓/ 4r 1ti 18 J � 11 �� LIMITS �� 1i�R 4 ii-. -r 1--, LI 1 r_LI LI . ._1 i W 4 .HOUSE!ALAI �. = 111 I HODS Z / / \ WATTLE _ p/� zeo INLET i-eOCE OF cuRB -oAnwAv r. •N�RbSu nT ..7�IFi 7-58 /- / // Note e g 1 Ifn needed,Tree Protection fencing should be along the buffer zone,wetland / •�- _ �� 5 REINFORCED \� boundary and/or around protected trees,provitl n9 a radius of at least 1.25 feet for each 7 �/ - N SILT FENCE LEGEND Inch of trunk diameter. urn` _ OUTLET 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on TR S PROJECT IS IN A PUBLIC SUPPLY / DIRECTIONFLOW @ schematic/diagram and field adjusted.if necessary,for placement et low points.If lots are � 6 WADE SHED(WS-IV)AND ALL REQUIREMENTS contiguous and have tlMerent land owners or builders,each lot should have individual Sitt 248 -.&grGARBIN6SEPIS4TIVEA / SILT FENCE OUTLET ® 3.Install Fencerequired Silt Fence within t o feet of property line to ensure there is no tong.with 77ATERSHEDSSfiOILBE FOIE 256 ENTRANCECONSTRUCTION ENEseptic system.It is the responsibility of the builder to ensure the inslallatoon Msetllmenl \ � -- -= / ,lCrf \_ 2- �� /--- CURB INLET = control measures does not impact the septic system and repair area(sl. / Y �\ \ 256 \ / [7 / 4.W least bins other are Enhance/Exit is tube installed per lot C / / / I I 5.Waste bins and other areas dedicated for managing building material waste shall be at \ / / III`T/IfI. lees[50 feet away from storm drain inlets or drainage dkches unless It can be shown that / /\ // \ \ \ ___D / / no other alternative exists.If the separation cannot be achieved these areas must be / / contend behind Sk Fence ---- -- - - - - 6 Inlets downstream of disturbances should be protected streets should be swept when sediment from the construction activity s present. a...7 .\NC-Envronmenlel)peg T Details for Silt Fence Silt Fence Outlets Construction Entrances and other measures are -- -- / provided on additional sheets.Erosion end sediment control details are not drawn to scale I I I / / / • / ------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER _.... 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: 2.05 ACRES a / LOT EROSION CONTROL PLAN ee 3 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 11 & 80 • s 0,f rn KINGSBURY RIDGE - General-AII measures will be inspected and corrections made after runoff producing rainfalls or at least onceper week minimum.The builder will insure that the construction activities on anyparticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates measures will be - nap P 9 Yt�.i- relocated on the lot to insure that the potential for sad mentation 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'! J J:�. J., J s FOR / •ygjit ',S i 6.....a� 1t l ark_ 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 � ,. � , X objectionable materialsspilled,washed or tracked onto public roadways. A&G RESIDENTIAL, L L C • .,..„.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 / $ •y- oro v 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.�P CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY Sodding-The sod should be propedy 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 N=100' J ULY 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 NCO-Ot inspect at least once a week and after each 1 inch or material and Properly Nede IL 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.Any bare areas should be 2.Place the gravel to the specific grade and dimensions shown on the plena,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 - 5 MEI �h o D 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 order to improve stability of the foundation in locations 3.1mmediately 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/EXIT 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 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.FAVETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE#F-0106 LAST SAVED:7/18/2024 3:53 PM LAST PLOTTED:7/18/2024 3:56 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\A&G RESIDENTIAL The\24-2855-02 KINGSBURTRIDGE-EC\PLANS\KINGSBURTEC-LOT511&ao.DWG