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HomeMy WebLinkAboutNCC233258_Site Plan or Location Map_20231107 CONSTRUCTION SCHEDULE N / // ,--"------ A / I.Obtain all necessary permits and plan approvals.Erosion and Sediment Conaol(ENSC)permit and a Certificate of Coverage �� (CAC)moat be obmined before any land disturbing activities occur.A copy of the E&SCpermir,the COC and a hard copy of we b Iplan must ben.11gr.el kept on site,preferably ins permits ben and einforc d durincinspection. \ \ / / I z.msmets and lCttles. onano-an°Era Brat wen sib ranee:,reinforced sun fence SODDING ` \ \tiers and \ \ 3.Finish lot grind and grubbing any neccssary areas on we I.as they are started 4.Begin or co.ing and ehousetionectction L.„, \ \ V iofr S.Begin or wmiwewitM1M1wse consmrmion activities. /J5 6.Finish all rough gin elks and house mnstruction. / I/'� J.install coin pauoa. �_� \ \ \/�4� �' . 8.Begin fine grading of lib arreeas • gyp. 9.Final grassing,mulching and smbilizing of lot In most cases this will involve we installation of sod on the lot The silt fence willT LEAVE SPACES MO SS \ \ \ \- / oy. 4 t remain we lot is sodded of grassing is stabilized and rakes hold. MSIIIIIINEM 700,02 TUCKING DOWN THE axes MO TRIMS!.PIECES. \ \ \ I �, 10.The contractor:Full candnctself-inspections of we erosion said sedimentation control measures said complete we following \ combined self-inspection form found on the DEMLR website \ \ \ I o Mtp>...demmgavfabo.divisianLenergy-mineral-and-land-resourcesretormwater/srormwarer-pmgramnpdes-constructiomprogram. MIMI e - \ • Y m Twelve months of comp) p f shall be kept on site am available f inspection at an times It is recommendeda / -_ copy be kept inaperm b RIGS.113A 541througJtGS 113A SJ Sections ISANCAC 04A0101 through lSA o \ N L / / I / SITE _ NCAC 04E.0304 Gen - CG010000 NPDES for CanActivities. coawm � \ \ L 11.Self inspections fora d.d' fora control measures rt d ayseven calerrdar days and \ \ ,AO� -- 1kY1 N wi.n 24 hours of very f than M1 Any needed shall he ad' naL 1 maintain measures as \1 IX )/ I 4l� 'd p designed All ESC measuresshall b dspecified' M1 details h'plan.A 'n gauge shall be installed Ai t 0 �� / / / 1\ aPP m we project sire for m -mg. /' } S 1 In pronov and firPele Pm I Whenw project PI M1 perm hall to close out the E&SC - (/s.Plan Azar DEMLR'r w f n m, taamnn rep M1 permit.Shea visit -7 ` 0`�� / -...4„1------ ntleg..gov/MICGOE' submit an electron once of termination(e NOT)A$100 annual general permit fee will...armed Q until was NOT has bean ERMoot j -N0mhjl ANl1WA= 1 1o11NsoN mat ROAD ,, 1 4,.,,,q1N G Itt+ ll� Illrrl," Y T ll »>b I ill ��Su �� GROUND STABILIZATION wIHTHE>aIL T° �.`Ws" MOWN/HEN THE SOS IS MawEB \ 0 tiS / Z \\ SITE AREA STABILIZATION EXCEPTIONS Ma�x APPEARANCE OF GOOD SOD wE / \\\ ,4- N.T.S. / ) VICINITY MAP DESCRIPTION TIME FRAME E. \\ PERIMETER DIKES, 7 DAYS NONE L / / \\\\\\ SWALES, DITCHES >, \ &SLOPES ar<I»v"°�°"`. / \\\\ 7 0 \\\ HIGH QUALITY 7 DAYS NONE non \\ UPS(5 \\ \ �\ WATER ZONES eVE>'ur.°'°'"`"' (HQW) onm.axas„ K"..>aa.x.. - -. L. \ \\ �(P \\ r a-msar�>nw;„noon PaPaoe° N/ \ SLOPES STEEPER 7 DAYS IF SLOPES ARE �1 \ \\ 40 \\ A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10'OR LESS IN L 1 I \ 055, `� \\\\ 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE I \\ 'rG \ COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER General Erosion Control Notes / /^� I `� \\ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 \ \ �{r•�' \ �- EROSION AND DAYS ARE 1.Only the areas shown shall be disturbed. I \ \\ \\ \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 2.All disturbed areas shall be grassed and \ I I \\ 7 \\ NCAC 04B.0131 STATES MEAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY mulched ass n as possible and maintained \ \ I \\ \ 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. \ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER \ \ \ \ \\ \ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50.IN \\ \ ` \\ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH ) I I 1 \ \\ CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT) \ II I I \ I I 1 \ ..---1 E\ WITH SLOPES FOR PERIMETERS 1 FLATTER THAN 4:1 AND HOW ZONES eROOKSTOME PARTNERS,LLC 11 I ) ) I 1 DB 1436,PG 864 (FUTURE DEVELOPMENT) ) 11 I \'\ \ DATE: -PAGE: / / / / \ /' ' / to ' ' / tt NOT DATE: PAGE: (\. use in silt socks°mettles. / Flow-z� MIrea MI -n //II. =.rr rot /• 2 SI 2 pint _ '� St 'takes s. 1 1 \ Y JSECTDN SECTON ftat areas ho Sin sts lU located below fiea me U 3 mum of 10 feet beyond the toe of a l'a' �� �� I ✓A �/ 2� V '1'- / \ 95land dIsturbenCe.ntelss)shoua bet of the Silt ed segghM:roe to ¶ H f ( 1 � 00**111*6 - Lot •.' ,� \ENTRANCETION °"kar' R s•w^a'' WIt maltreats.)going anal an a q q ly CI 4 .ROUSE II II :1:re I HODS 110 A'1:2 vertically plumb,through the center of the slIt o nu II \ 1 /// te/ AInch x 2 inch cross serape should he driven 0 \ S�� /CONS RUCTION \ / T mL_ � � � 6J _ LI J � J (,,N;\c O. -Ro. AY -Ro NAY -ROAD'wAY -auRbWnv -Rs.. AY -Ito AY -RDA.;,nv / 1 \ • \ 74 LIMITS TreeOret 1{rII LEOGEOFcuBB \ ,/or Col groundn4 Min. mestso ble(ie.weamch '`UR Notes: \ 0°�/2`n y s. possible when CURB 1.If needed,Tree Protection fendng should be installed along the butter zone,wetland \ 1 / /1 - umRErvcn6D INSTALLATIONpavement)shall be used ameaam boundary and/or around protected trees,providing a radius of at least 1.25 feet for each 1 / \\ '\ �5 ,.�o..,v<.uo.,wr„o,..v.®.m�..o.,ow..au...°n...,v. hold it place a a runoff events. LEGEND inch of trunk diameter. \\ \ \".,, \ISOMETRIC VIEW 2.Install Silt Fence on the low eleveoon sides of each lot.Install Silt Fence outlets shown on I \ 41k/ \ ///I.M °m" N FENCE - aehemSilt Fence o she fold aduslen,if necessary,for placement at low points.Iflots are \ 73 \ \ BROOKSTONE PARTNERS,LLC ontiguous and have different land owners or builders.each lot should have individual SiltJC De 1436.PG 056 _mulch or Compostmp ant a«IxI9 now RAaa SILTFences. \ 6 90 C a%/ PB ORE D]'E EPLOPM rar Unlrenenee sea �•ts c^zmkT s(wogym)(sogym)faungym) ohm) 2. awe iotabe replaceandaggetl or ENTRPIJ IY 3.Install required Silt Fence within l0 feet of property line to ensure there is no conflict with \ \ \ \. \ \ f y (Fu ENi) R�In. CONSTRUCTION EVE septic system.Ira the responsibility of the builder to ensure the'mstellreren of aemrnenl 72 / l Shea Flow-� PTO Be tseek N. P P � control measures does not impact the septic system and repair area(:). \ \ \ \ \ \ O Mq 'lit Sock/xLeywm(axj nas 000 rmj(uermj „nor rr.roi t`„o S. e CURB INLET q.At Construction Entrance/Exit to be installed I[ \\- .0,) Wattle (oa m) foes m) (ono m) - per o. y W.A.. „y...n'. s damaged shall be insacted dunttii�Mm 5.Waste bins and other areas dedicated for managing building material waste shall be at \ \\ , -� O Z e o• ]n%n rem/ tm%x m/ am%a socks/wattles and the area above me least 50 feet away from stone drain inlets or drainage ditches unless it can be shown that \ ReInstall (sin (rat (Rea rem/ (o]a disturbance a16u� rib mb'I'a• no other alternative exists.If this separation cannot be achieved,these areas must be ` \ \ 1 \ / Treoa a x I/m/m) I/m/m) I/m/m) l/m/m) /W. a measure lee npermane ye i.w contained behind Silt Fence. \ \b 1000tWillPH100 j \SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6.InletsdownstreamoonsVubancesshouldbeprotected;streetsshouldbesweptwhen � \ IL______ sediment from the construction activity is present. N ..\NC-En vironmen lot.jpeg ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \ \ \ \ \ \\ \ provided on additional sheets.Erosion and sediment control details are not drawn to scale. 7 \ TYPICAL LOT LAYOUT WITH CURB AND GUTTER DATE: •. M - cane Fence\�-Filter Fabric PAGE: ----------------- \ \ \\ I.\(S00 \ , ax.standard N.wire amel Pon O'Dea.Extra staabW mom rare Wire Fence PI Writ Beckfill trench DATE: PAGE: \ \ \ \ wrek � d Compact Ct `� .�lhoroughlY Steel Post j I///� BROOKa�ONEV IAGE / • t t 4 /� 1 Up&ape / I \ MASTERASSpCIAN ANC\ ` \\ \ 'BO 1 O2 Pwee`e� vt, a IT / '\ I `\ \ ` DN \ \ I .Ili \ DB41]3 PG BO\ 8 \ tCX ` .»boa •�in. P°tea � -I \ \\ \ \ 81 =ear ! \\� Conetruction: 1 Fabric Qv A^mo<, \ '111.---''-------Th \\ \\\\ \ \7 \ 82 1. .netruct the m`�above°M Rasa SECTION w / 0P \\ `\ \ \ \ 84 1 2.Enrcre that Mesediment of�later suf.to strength o ono olioe (Higher "�`.� may impound volumes aaumaentro....lure cut t pram ) 1 \ \\ \ / 3 G the filter fabric homecmanwuam cutro the e gm I .� I acurel..ma Meraom only at a support postI \ \ l\ 4.Support standardstrength Oxerkbnc bymawre mesh lasmrre Y to the force eM - � Melntenence. / , 6 ion ` \ ,/ aw>mesh>awa ebKamaf amnabF.»I» aw repairs inInlediately. 4'✓ t• " \ \\ I I I \\\ 83 \ 5 whenwide mesh supdp�anknce is used,spaceposuld t a mave exlmum of a i t apart Supports nsile Strength.oula be drivena required tear,decompose, / _� - y e \ / securely into Me a minimum of 24 inches. or became ineffective,replace it proent deposits as m•ap yy 'yam -A \\ I\ \ \r Sl� fasten the .rfabraa y w>tewr>arpa ga]pLe»aadhawamnmam of appad ten8.Extra strew.fater fandc with Mot post spacing does not require a wire in.h support.nce.Securely sile for Take Meundermining need q e .s-\� \\ 1 \ 1 \ 65 ` A� Y uupss7. bpe from Men. e harden approximately none:wide and Smmea p along Prow Imam posts and 0,Remove all fencing materials and unstable serer).deposits Construction: Maintenance: ` ,� \ \ ��,4111011. \/� ` il •O. 8.Mary 12 inch.of fabric and aide of the trench. and bring Pm area to grade and stabilize it lime cons.g 1.Clear the entrance and exit area of all vegetation.roots,and other objectionable 1.Per NCG-01 inspect et least once a week and after each 1 inch or ' \ 1 \ Boll pieced over...fah.and compact.Thorough companion of the 03.11 is drainage area has be properly stabilized. material end properly grade it. greater rainfall;make any required repairs immediately. \ ` I I 63 / \ 56 sumacs c 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 \ 1 10. 11 m al Beech 6gerkbnc m existing trees. smooth It. from leaving the construction site.This may require periodic 1 \ 1 1 \ \ / \ \ 1 3.Provide drainage to carry water to a sediment trap or other suitable outlet. ropdressing with 2 inch stone. \ .\NC-EnvirqI� entahjpeg 4.Use geotextlle fabrics In order to Improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or l 1/r \ 57 \ I J m SILT FENCE subject to seepage or high water table. tracked onto public roadways. 1 I I I 1 I • \ 62 _ 56 \ CONSTRUCTION ENTRANCE/EXIT ) I I \ \ \\ \ 59 ( ' DATE: aMIN. FENCE PAGE: / ) ) ) ) ) ) I I , I I \ \ \ \ \ 6p / I PAGE 1 of 2 _I IBtTTOTAL DISTURBED ACREAGE: 0.26 ACRES + 1 LLIIIIIIII.Mini iiiIIIII I < MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT EROSION CONTROL PLAN I - ^_'-: LOT- 93 • General-All 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 D g y BROOKSTONE VILLAGE THE wnsHED sr j �v 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. - 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 STEEL PHASE TWO objectionable materials spilled,washed,or tracked onto public roadways. ................._ FOR 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.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure wIRE FENCE .._...._...._... � Y WIRE FENCE, BaTE 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. CAV I N E S S & CAT E S BUILDING WON sroNE _ STEEL FENCE CLOTH IN TRENCH 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 DEVELOPMENT CO. ]� caouxD INTOAPART clRouxD 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. NOTES: McLAUCHLIN TOWNSHIP HOKE COUNTY 1.Hardware cloth and gravel shouts overlay the silt fence at least 12 �p^re Grassingand Mulching-The area to receive grassingand mulchingshould beproperlyfertilized and limed as necessaryas an initial stepin soil preparation. Once the grassinghas been placed,the area should be maintained as needed to insure that all areas are germinating An bare areas should be eo47ao o°g Scheer p p ySCALE:1"=100' OCTOBER 2023 oa 2.Stone outlets fieldshouldcnd placed on low elevator areas of stet 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. GRAPHIC SCALE and based on bent conditions. 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 BURY WIRE FENCE AND B RV 8.OF UPPER soos 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. HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. 2.Freshen stone when sediment accumulation exceeds 6 inches. 3.Keep mesh free of debris to provide adequate now. 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. ( IN FEET ) q"" IN)pay 5.Replace stone as needed to facilitate de-watering. t inch = 100 fit. rat SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 NC-Envir PHONE(910)484-5191 FAX(910)484-0388 LICENSE BF-0106 LAST SAVED:9/26/2023 9:06 AM LAST PLOTTED:9/26/2023 11:46 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\CANNESS AND CATS'DEVELOPMENT INC\23-2017-01 BROOKSTONE VILLAGE-EC\PLANS\BROOKSTONE EC-LOT 93.050