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Home My WebLink AboutNCC231306_Site Plan or Location Map_20230503 CONSTRUCTION SCHEDULE / \ 0 I. Obtain all necessary permits and plan approvals.Erosion and Sediment Control (E&SC)permit and a Certificate of Coverage(COG)must be obtained before any land disturbing activities \ \\ o 3'4, 0 0 occur.A copy of the P.&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a / \ \ \ N $P permits box,anaccessibled neinspect en \ �� oo „r x? z. Install gravel construction a fi s mrn autrrneaz,reinforced out fence outlets and waffles. - o r o 4. Begin lot gnodingood excavation necessary areas on the lots as they are started. / \ \ \ w�� ` 4. Begin lot grading and excavation activities \ 1 a 5. Begin or continue with house construction activities. o 6. Finish all rough grading and house / Oil.. s 7. install driveways,walks and patios. conatrucbon. /-- SITE 8. Begin fine grading of lot areas / \\ 40 :' 9. Final grassing,mulching and stabilizing of la.In most cases this will involve the installation of sod on the lot I/ 182 I The silt fence will remain in place until the lot is sodded or grassing is stabilized and takes hold. _ 10. The h hall conduct self inspections of the erosion and sedimentation control measures and complete I � \ RUR1TAry the following combined self-inspection form found o the DEMLR websim ______..../ �/ ti �,''•', STREET http//fl /ncd /E /20Mmeral%20and%20Land%20Resouroes/3 MPDHS%20 �� Gen I/20P -ts/DEMLR CSW MoniWdng Folms Rev August 8 2019 pdf.Twelve months of complete / — \\ 1$ N • (/ \ 18, 1/ the final ils onacceptance ance plan.A rain gaugethe rejecthall i installed complete, h pen f tact D / \ \ / .i 12. Inspection t and final acceptance EM When the projects c pl h project close shall contact t, close out[heE&sCPlen After DEMLR informs tM1e permm of the p jci clo inspection report, I \ / the perm,nee shall visit`degnegoviNCG01'to submit an el Notice of (e-NOT).A$100 RO.y annual general permit fee will be charged until the e-NOT has been filled out. /� e`E c \ \ \ /`/ o GROUND STABILIZATION \ SITE AREA STABILIZATION EXCEPTIONS I \ \ \ DESCRIPTION TIME FRAME \ \ ao \ \ PERIMETER DIKES, 7 DAYS NONE SWALES, DITCHES \ \\I &SLOPES HIGH QUALITY 7 DAYS NONE I I \ WATER ZONES \ , \ (HOW) ‘illitSLOPES STEEPER 7 DAYS IF SLOPES ARE \ _182 \ IMB THAN 3:1 10'OR LESS IN CONSTRUCTION A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY LIMITS \ \ 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 �\ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 `— _Jl EROSION AND DAYS ARE \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED NCAC 04B.0131 STATES MEAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY CONSTRUCTION / INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR LIMITS 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 L tFlan 3 / / PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT I Lot Plan \ WITH SLOPES FOR PERIMETERS / "F" 4 \ 414 FLATTER THAN 4:1 AND HOW ZONES) Lot Plan \\ ( \ — " —-1 - 7 DAY GROUND COVER IN DITCH WHERE \• Lot Plan I DATE. PAGE: P(TPES HAVE BEEN YPICAL CAL ALL LOTS)INSTALLED "F" NitS /wattle Silt Sock/at Wattle FLOW -I -I • be substitutedprotection s --11: _r�tdll "yZ Lo[IPlan I \ \ FL « Om g squire n • m 2 x length _il��Stokes ,z 5 takes s. (and a minimum IN installed parallelpered�lm 188 30'x30' I \ \ _ SECTION SECTIONslope.smsowwnte(µeKKed9aao�a,ew nd the toe of a /--------) I� JOEh 7 \ \ \ EWAV Lot Pla War..should be e)a ESMT \ AO of.e silt rusks))sland ahou"a be timed slightly upslope to30.x 30' p,Me"' <o e,,Me* from a um en o e JOINT silt me(s). $ ]) /' DRIVEWAY \1 a. / 10t*. ) EMT \ I \ I �i�4 II IIIII� jirIch k 2 inch cress sectinn she.,he driven / wR 3OINT \ I \lW W ximuminte I\ — Oarj JOINT 9 I\ V /' DRIVEWAY 1bQ o e.when ] ESMT \ o Plan o,. O \ \ of 8 feet '-- Th UNTRENCTood bah or Comlog s g nd a Min. s eantaocwwant bamah aMy / ��1,1 JOINT O Na % socks/watt are used on x[D Irvs7AL T ,.,s...:ano.m,..o,..mm.msm.�as.. .a ,:. suwa,u µm rolaa^I,be used behind on silt / �� !!� ) DRIVEWAY Lt a T \ \ \ / ESMT eF .2 O \ ISOMETRIC VIEW 1 MAINTENANCE, ENANnsp.E,svcB/wanm a,least weekly and alter / / ,-�- Mulch or ntrenched o COMPOST SOCK INIn : PATES / / . R n \` \ mrusnea Plow Aaa'"Pa"&trt,d a 0:5 s(I')( n",m)(a�:m) a(mro) 2. • amemambeapaa art oee r / m \ \ —� ua.m m sapa soo rem aso teat ,.000 t soo s 7 D''GROUND COVER IN DITCH WHERE \ / PIPES VE BEEN INSTALLED Sat B«k/ Lv,s,n fax) Oes m) (us m] rest - \ \ .-� walk Area wotue foes) (asa m) fsoo ) / (TYPIAL��3}— xpmucnon Is its ,50 00s 00. 5 0 4 • d or loop ”....Rate w3//n 7n.g rum/a seta ( - _ aha -IeM �/N pure rune I t/m/m) t/m/m) t/mjm) t/m/m) I/m/m) ....re haalreen Prrnanenay ma... ( \\ \ \ Nc-En ire°,�`reLjpeq SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ \ DATE: PAGE: \° ( l7.—( \ \ 1 1 `0 \ / \ Pry llll liC . IrZ'S I 1 ,R e �� 2q �-- \ • R u 1 Is I lee %j dz \ I �II1 tI I I -rim 4} T w L� L# Te L 3 1 Notes: / 1 1 ^��\• \ / LEGEND 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland \ III / \\ 1 ( /boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \ (�// DIRECTIONFLOW inch of trunk diameter. \ \ I ' \1 / 2.Install Silt Fencethetsides of each lot Install Silt Fenceoutlets shown on I DIVERSION 0,CH -rD-T� schematic/diagramd fieldadjusted,f s o,bury for placement t points.If lots are T once d h differentland or builders,each lotshouldh individual5lt _ \ / WADDLE/SILT SOCKS ® Fence _ \ SILT FENCE OUTLET 3.InseallrequiredS'I F within 10f (property line to en thereconflict with / 1 • I 1 ' I / CONSTRUCT ON FNTRANCF ME septic y It is the p ib'I'y oftd builder e the installationf sediment control measures doesCeti pt y and p O. 7 A 4.At least one Construction tr IE't' binstalledp t �- 5 Waste bins and other,areas Ededicated for managing building ater al waste shall be at ( ) least 50 feet away from storm drain [ drainage dt h s unless It can be shown that / no other alternative exists.If this separation cannot be achieved these areas must be • contained behind Sill Fence I I (I/ \ 5 Inlets downstream of disturbances should be protected;streets should be swept when / sediment from the construction actin ty is present '., ANC-Environmental.)peg 7.Details forStt Fence,Silt Fence Outlets,Construction Entrances and other measures are \ I provided on additional sheets.Erosion and sediment control details are not drawn to scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES \ ) \ / `/ I \ P A GE 1 of 2 DATE: PAGE: TOTAL DISTURBED ACREAGE: 6.74 ACRES LOT EROSION CONTROL PLAN/ LOTS .fir MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION /,: r SQUIRE PROPERTIES, LLC -00 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 censtruction dictates measures will be D p g p r any y y MINOR SUBDIVISION relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and ravel Construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper round stabilizing cover. QJRP ,O\� /:�,� :�,,�� 'Mn.w r P P 9 99 9. 9 9 P P 9 9 / ....1.1.,.R 1?,s0�, q�'/O'r+w„ 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 dr ,"R�S�44441114 0,� objectionable materials spilled,washed,or tracked onto public roadways. FOR .:l0Ktfly s iys` � ,�, 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 N. s,.,. BENJAMIN STOUT REAL ESTATE s that the removed sediment do s 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 Burin cl anent operations. , , -. -. -.=7tft ee 9 e q g p e e 9 e %o 4,• - . '�„, SERVICES, INC. e Sodding-The sod should be properly maintained to insure that the grass take holds in the areas been 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 / Q S h c,S S-A 9 r P Y 9 9 rY 9 D CY 9 -� aa° and stabilization of the root bed.The sod should be limed and fertilized as a soil recommendations andtype of grass recommendations when and if possible. -.v;�� ps,*�° per type 9 s p PARKTON TOWNSHIP ROBESON COUNTY - - sR's 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:1 N=100' MARCH 2023 \ 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 SC ALE I.Clear.°entrance and exit area r all vegetation,roots,and other objecfionable 1.Per NOG.01 inspect at least once a week and after each men or greater rMetal,material and properly grade it. 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 200 am 2.Place Me Met m the specific grade and dimensions shown on the plans,andprevent c s,(mud or sediment from of a sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. - MI I1smooth it construction site This may require D I.Use s&Provide drainage to carry water to a tability ofthe.unda.n in locations roadways.I Immediately remove all objectionable ,eaaa. aoneaonto public 11 Reinforced Silt Fence Outlet Remove sediment deposits as necessary to provide adequate storage volume for the next min 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 moo aagemmaeepaa o,high water me s. a 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 I NC-Envirc,m en till.jueg I inch = 100 ft....\ CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE HF-0106 LAST SAVED:3/23/2023 7:4a AM LAST PLOTTED:3/23/2023 9:15 AM PLOTTED BY.Dennis Gilbert non005n:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-14 SQUIRE PROPER,.LLC-EC\PLANS\SQUIRE PROP EC-LOTS 1-B.DWG