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Home My WebLink AboutNCC242165_Site Plan or Location Map_20240718 CONSTRUCTION SCHEDULE 7 ,�0� \ 9 wOy I.Obaw all necessarya Ian approvals.Erosion and Sediment Control MS and a Certificate of Coverage \ L ,/ /perms and P PPmva tE C)permit, %a \ \\Z planmmoatbe,minte,proreanyland permitinbx,andcewwr.Acagy iof npection. chit Ne COC ands M1aN copy of tM1c `(S plan must be keptonsim,preferably inapennits box,and accessible during inspection. \i" /2.Install gravel mnmuctioa entrances first,then sill fences,reinforced silt pence outlets and wattles.and SODDING �0�� \ 1.Pictish clearing and grabbing any necessary areas on the I.as they are started 4.Begin lot grading and excavation activid. iofr S.Begin or wmiwawitM1M1wsa construction wtivities. , ` �y / / \J5 6.Finish all rough grading and house construction.All areas not disturbed for 7 days needs m nave temporary err per anent �� LEAVESPACESAND / \ 1`'''''?,.93g%undcover insmlled. MMal ' / \AY'4 7. n driveways,walks and patios. \\ \ gyp. 8.Begin fine grading of lot areasOn / \ \ oy. 4 t 9.Final grassing,mulching and sabilroing of lot Inmost cases.is will involve the installation of sod on the lot.The silt fence will M�� axosexorwMrnma vrcccs. { \ \ // 1Il\ 3, mplace until the lot is padded or grassing is stabilized and rakes hold T \ Q 10.The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete the following Z / / \\ `\\ 1 • sea combined self-inspection f toad the DETER b o / \\\o e hops://w '.deg .B /ho t/L s/ 1 d d / water ProBam/rrPdes corrsmrcnoa-progam. L / \ - Twelve Na f pl p f shall be keg davailablef inspection at all times It is recommended aCORRECTLY i.. `y \\ copy be kept permitsb :G.S. J 5.throughGS II3A57 Sections 15A NCAC 04A0101 through I5A �� / `\\ `\ SITE - NCAC 04E05040 1 E3f C A \\ \\ 44$. mow wissN DIE sOD IS y \\�ANCEOFGD I I\ `\ \ I \ \\ \ I N.T.S. PERIMETER DIKES, 7 DAYS NONE ` SWALES. DITCHES s, I I I \ ....2.4, \` l �/ 116 &SLOPES ""°"` V V` V 7 \ HIGH QUALITY 7 DAYS NONE nnrao I I \ WATER ZONES eves.ar.ow rape. I I I \ \ V \ \ (HOW) onaana.a re"..soma.. \ I I \ \ \ \ ' ' \ SLOPES STEEPER 7 DAYS IF SLOPES ARE ' ".`k�'w;,;°aooa shah°° I \ / \ \\ THAN 3:1 10'OR LESS IN ' ) / I \ 115 f A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY 1 6 NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE CieYleYO Erosion Control Notes \\ COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER I AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 1.Only the areas shown shall be disturbed. ///// / I ` \ �/ \//94 \ EROSION AND DAYS ARE \ 1111116‘ 10.0 SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 2.All disturbed areas shall be grassed and Z;;o NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY mulched ass n as possible and maintained INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR until pemanent cover Is established. `C \ ,,gyp \ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER / // I \ / U 113 DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN I ',� I \ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH / \ O9 93 \ \ 120 CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT I ( 1 11\ -NI, ' \ WITH SLOPES FOR PERIMETERS / \ ti \ FLATTER THAN 4:1 AND HOW ZONES) / 11.1 Ilik. OKSTOI \ , 'Cl' 74 Øo \ T DATE: \ / /L -I5 5Watt -IS S tt T DATE: r� (FUrURE ee Orwr--�� _ e II..._._ II�I.. against erosive velocities may be substituted far roa h 9: I, Other materials providing equivalent protection /\ \ \ \ Na \ tz^Mna- Ti. - I '-- II_.II; z. prat \ l" ■I 2 2 t ran' 2„ 2 ..A.. ..B.. ..C.. "D. .E.. ..F. "G. .H.. 09 \ Stokes stakes 3. me(sla aim \ \ \ \ 73 \\ Z6 90 t/ SECTION SECTIOtlrater=uN a"be° wa^et(U'e�a o ld u % I I ;71 10 feet beyond the toe of a IMM- e \\ land Ww;m%is�wmaa °ugnre^p�ioNpero 4 ti '� �` '7 • • \ \ \ \ \ \ 00/V \a'"wv' RB•=^a'' me(al° ° sects the if 4 ll ei ll .HOUSE 1. HOUS in• A':11 H 108 \I � � I, I II �D \ 1 v\ iv I.a°' _ a L_RuAy _Ra° J 1.� y fi uenCn man I D'wAY AY -ROA.rrAY \ /,07 \ /Inch x 2 Inch cross sectlon should be driven Al \ \ �� \ ,00 111"diAlik2 or Com a nil 4 MnW g Oak or other durable hardwood stakes MG a 2 vertically plumb,trough the Center Of the Slit ld rrI o 10: a Wood n g 9rou s. possible when '`CURB INLET AV Notes: NAY a \ \ \ \ umRErvcn6D INSTALLATION pavement)heavy 1.If needed,Tree Protection fendng should be installed along the buffer zone,wetland \ \ \ 7� .m• •v wvavrvE�wm�pvw�ya E• ,v boundary and/or around protected trees,providing a radius of at least 1.25 feet for each BROO GE\VI" \ \ 106 \ sock/wattle to hold it place a g runoff event. LEGEND inch of trunk diameter. MASTERASTSQ@CIATI ING ISOMETRIC VIEWMAINTENANCE' 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on 1 \ TRnCT ONEIOFJ \ 0 \ 101 t' °m" N @ schematic/diagram and field adjusted,if necessary,for placement at TPttl \ / 7. 105 Will ) , ( ( m)(ao ) ihCONSTRUCTION /800 \ \ ` \\ \ M O Sheet Flow--... Silt Sock/ comm Slope (taJrmI(usrmI t`M� tr..oni t`„o B a CURB INLET 4.At least one Construction Entrance/Exit is to be installed [ I N \\ \ \ ` �z Wattle m (.,ere m1 map m1 moo m> - �r°' 1y�8 \ ` ' 104 woN A Hpoalle n'. ]. tt tfi zz as sRoman if dammed sect beinspectedog sockrwatfte may need to he eumt'r�am 5.Waste bins and other areas dedicated for managing building material waste shall be at \ \ ` \ / I� g o• %a 9 m%n m%x m%x m%a compete and te area above Ile least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that \ X \ \ (s (tat (rm (zat (a]a 4 disturbance is ng ab'I'a no other alternative exists.If this separation cannot be achieved,these areas must be ' mr.a a B vm/col vm/co) /m/m) /m/m1 vm/rat measure ere npewan.Ye sae \ \ �� \ 103 �' comainetl behind sill Fence. SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6.Inlets downstream of disturbances should be protected;streets should be swept when \\\ ��J /^\\\\\ \\ 67 C� �_____ sediment from the construction activity is present. \ \ \ \ \ \ i ii..\NC-Environmenlol.jpeq ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \ \ \ \ \\ \ \ ( % 62 illill\ 10 / �- provided on additional sheets.Erosion and sediment control details are not drawn to scale. `CvtC1�1 DATE: •s'Me renur wire Fence ..-Filter Fabric PAGE: TYPICAL LOT LAYOUT WITH CURB AND GUTTER \\ \ \ \ \\\\ \ 66\\\ \\\ 84 / / strength PI \ / 50 saes Fon� 6'Max.Earn a tic wiuoutw Wire Fence -4�r tar BodckfCill trench DATE: PAGE: \ \ ��' ....... "era � �/ Fond Compact Up.. \` 1 I I \\ \ \ 83 (� ,gp step PapeC \ r 'Y \ �i t .. . • ea .gin A A Asa �� ` • 53 n Pose or fT 65 P.D.. 14 1 C/` �1 tr»tmnm RP - I ` \\ \ \ 6\ \/ / \ 56 CONSTRUCTION / n ♦eloro \`G[- .• so,trM \ I i \ 1 LIMITS Construction: 1 Filter Fabric 1 0) 4�r foam 1 ' 1 \ \ \ \ __ \ \ / the Ns.aovethe CROSS SECTION w / I I I 1 \ 62 \ •/ 58 57 \ / / / z Construct Ensure pounddv fwatersmaeentto sued/ ex. ,ovens (g , (( \ ' / INwamraulfiaemro uuaefra uretINthe endure) P ( a onstru'+nevolumes,p"from a continuous length of eta ¢ ao.1 ) II I J \ \ I 59 \ securelyte wire mesh supped to the bottom of theelde of Me b strength main b tine meal haen Y st with 4 feet minimum overlap to the next joints n Mal Inspect sediment ineffective,re lean m /I' ••-•w-• 6''n ,• J / I I I, r , \ \ 1 6f3 , I I // , // .Support standard 5.When fence M1 k Imam INe pet epee.S Supports sub be rid fence spa tear,decompose, / Y' Y T yy / // / / I II 2 I ' / / 'mN a me a comes a"y 8. with 13root post spacing does not require a wire mesh support fence.Securely • .tithe fiterf errtdreuv posy r pink zip Iles snood have a minimum of 50 pound tense me for Go neN r Remove sediment dep.its eined rreeduce pressureProvide ean the �-V "` a / I 7.Excavate the trench strength,n g approximately inch.wide and 8 inches p along proposedline of pass and fence.Take care to avail undermining ncea a hordes 4,Remove all fencing materials and unstable s.m.depos. Construction: Maintenance: \ / / //�� I I I I I I I I / / / / 8. coace2 inches enf fabric rme contributing 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect el least once a week and after each 1 inch or / I\\\ \ \ I I ////I ' oil pie ad over filter fabric and compact.Thorough compaon W the backlillIs drainage area has be properly stabilized. material end properly grade it. greater rainfall;make any required repairs immediately. / / /// /////��'I I I I I°otos to silt vent fence performance, 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 / // // / \ I I I I I I I ' ( / / t0.Do not attach fiber ah.to existing trees. smooth it from leaving the construction site.This may require periodic / I 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. 1 / /I (/ .\NC-Envirgrmental.jpeg SILT FENCE 4.Usegeotextlle fabrics m order to improve stability m the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or /// / // // \ \ / I / I I I I I I I / / ' I I I J subject to seepage or high water table. tracked onto public roadways. 1 CONSTRUCTION ENTRANCE I EXIT /// // \ /// / , / I DATE: PAGE: ./// /.// ,// I / / l I ! I I I I MIx _ISILT FENCE + L .IIIIIIIIvIIIIIIIIvIIIIIIII le:-.`..'.'' MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION PAGE 1 of 2 TOTAL DISTURBED ACREAGE: 0.17 ACRES T LOT EROSION CONTROL PLAN General-All 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 any particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be 3 �v relocated on the lotto 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. LOT 53 THE wnsHED ST t .. - 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 I N s Objectionable materials spilled,washed,or tracked onto public roadways. HARDWARE CLOTHFRONT VIEW 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.An sediment deposits that build u against the fence should be removed and disposed of BROOIISTONE VILLAGE PHASE THREE \ell py. Y P P 9 p properly to insure 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. WASHED STONE _ B 1..-- 2' CLOTH INTRENCH FOR FILTER 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 ]� cner bb INTOsoLmi APART MIN. AND HARDWARE 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. CAT E S BUILDING, INC. NOTES: 1.Hardware cloth and gravel shouldoveriaythesiltfenceatleastl2 MCLAUCHLIN TOWNSHIP HOKE COUNTY re o inches. 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 8yjo,o 2.Stone outlets should be placed on low elevation areas of silt fence 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. and based on field conditions. SCALE:1"=100' JUNE 2024 MAINTENANCE: 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 BURY WIRE FENCE AND B RV 8'OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind Or water. too 0 50 100 200 400 HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event.Complete any required repairs immediately. 2.Freshen stone when sediment accumulation exceeds 6 inches. 11 3.Keep mesh tree of debris to provide adequate flow. 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 SECTION VIEW 4.Remove sediment when half of stone outlet is covered. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. 6.Replace stone as needed to facilitate de-watering. ( IN FEET ) ..\NC-Envirrlen lm.lpey 1 inch = 100 ft. SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE#F-0106 GST SAVED:6/20/2024 4:48 PM LAST PLOTTED:6/24/2024 9:22 AM PLOTTED BY,Dennis Gilbert ncrvvun:G.\CURRENT JOBS\GATES BUILDING I1C\23-1E103-01 BROOKSTONE VILLAGE-EC\PLANS\BR00KSTONEEC-LOT53.DWG