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HomeMy WebLinkAboutNCC231881_Site Plan or Location Map_20230619 `14)® 59 CONSTRUCTION SCHEDULE ))) I 1�cFl. �e��"L 1. Obtain all n TIO lemurs and plan approvals Erosion and Sediment Contrpl /f I C 1 rs s _p sA- Obtain lancet and a Certificate of Coverage(COC)must be Sediment Co before any land dienubing activities ) 1 1 coo ci S I TE pkpeooD q F tic.A copy of the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a No rdv ,p 9 permits box,anonacuction eduring i fir *r_______,. 4. eMe _ p4po 2. 1 all gm el a atructi e 8 S tM1m silt Pmces reinforced silt fnca outlets and wattles.sTaEEr �� 3. Pettishclearingand grubbingany necessary areas on the lots as[hey are amrted. / /4. Beginlotgradingand excavationactivities ' /RI"°T SITE °" � 5. continue /� IIo ii 6. Einrsh all rougM1&.tiding and house conawction. l ,.� T. install driveways,walks and patios. / J\ p a. Begin lira gradmulch log areas \ I ID stabilizing 'Ienv Iv M1 in II I $ µo 9. Teal, ival greasing,mulching and stab g of la.In most cases this w11 involve the sta anon of sod on AlMe IOL N S tt° The silt fence will remain in place until the lot is sodded or grassing is stabilized and lakes hold. -\ \ \ I / / I ROCHFraHR 10. The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete sR t112OAo the following combined self-inspection form found os the DEMLR website __ _ \ ) 1/ / fropsl/fi's'.nc.gov/nedeq/it,d%20Mmerat%20avd%20Laud%20Resoumes/StonnweterMPDHS%20 \ \ \\ �\ /\ I ® Gesprat%20Per s shall e kR-CSW-Moni available for ReveAugustt all times. f.Twelve months a complete \\�� -- / j / -\J _"IMP' inspection forms shall be kept on site end available for inspection at all times.it is recommended a copy be I rppowo kept in'a permits bpx.(GS 113A-54.1(e),ISA NCAC 04B.0131,NCG01 Pen Bi Sections A and A) \\ eAMsat°ro ,y Il. Self-inspectionsfor emsiov esd sedimenmtion control measures ereto be performed a[least once every seven \ \\ �= \/ �� I g calendar days and wirnin 24 Hours of every min event of greater than 1 inch.Any needed repairs shall be / /l S made immediately to maimain measures as designed.All ESC measures shall be maintained as specified in k\\� / the pamao-a on details on this plan.Amin geuge shell be ims[alled et the project site for moNtoring. �� -�� ` ^\\ \/ _ �j �� \ 12. Inspection and final acceptance letters.When the project is complete,the lecminees shall contact DEMER to ', close out the E&SC Plan.After DEMLR infom,sthepertninee of the project close out,via inspection report, / / \ `� \ � \ \ \ __ the permittee shall visit"deq.nc.goviNCGOI"M submit an electronic Notice of termination(e-NOT).AS100 \ \ \\ tit, Ina annual general permit fee will be charged until the e-NOT has been filled out / \ \))) \ \ \ \ \ - \ i GROUND STABILIZATION \ �\ \ � ) ))) �Ann SITE AREA STABILIZATION VICINITY MAP ` DESCRIPTION TIME FRAME EXCEPTIONS \ / \ / / / _ /\ (N.T.S.) PERIMETER DIKES, 7 DAYS NONE /// I\ ----\ SWALES, DITCHES // / / /(((/ \ \ 1\ Sc SLOPES HIGH QUALITY 7 DAYS NONE / /Z \ / I7(( WATER ZONES -�\\� \ (HOW) \/ --\\ �\ A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SLOPES STEEPER 7 DAYS IF SLOPES ARE / \/ / I ��\�� " r-rr \ .� �\ - , 2---------149111111 ..,_ THAN 3:1 10'OR LESS IN \ \\� \-- �/ -� ��NCGS 113A-54.1'IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE I/I/I --.N. _ANCOMPLETED AS AN EXCEL ALTERNATIVE 5 TO MAKEREADSHEET.NOTTATIONS ON THE COPY OF THE APPROVED THANS2:1, 14 / / �, I // / / \ Thl\ 1 \�_ _ \ / EROSION AND DAYS ARE / / // / I \ ^ �V7/ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED �- \ \\ ___/"-------- \ \ / \ NCAC 046.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / / / c \ \ / INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE FLATTER SLOPES GREATER / // 1 I \ � / \\ \\ �� ` - DATING APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. F� r // /// / / / I I \ \ \\\ \\\ �� - ' ----- DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50 IN IL 4I-61II \ /// PRACTICE L DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH ' •• �/� / �// //// I I I 1 \\\ \I \\\\\\\\\� /\- -----__________ �' ' 16 CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(E%CEPT6 WITH SLOPES FOR PERIMETERS �' / / / / I I)__) \ \ I I I I � � �� ) ) FLATTER THAN 4:1 AND HOW ZONES) I/ / \ \ I �\\ � / /Firgflyy�treet . / I I I -, \� DATE'. Silt Sock/wattle Silt Sock/Wattle pm, PAGE: /� / \ ( (l/ L7,__ 1 I I I I I I I I II \ /, �\ \ �� o„ „ a 11 .. _ - 3 I ...Prniec,: ' age atemaveveloaneemayceaweaakakr O , \ / I I I I \/\�✓// / / \\� L aM « Area be our 9 9u ek p �,rr' ` /�^ 12 -II�P_-TLLjIIZ I'II.-RS 2. nonnry cot 11 / \ I I I _,, .._ _____,------\ \ - 6tokes �l and ould anagaao�aa�� .� /�� , \, I I I I I \\\\\ __- _=-_---- \ akaa Aro„m,�role�inaklke�mn�k SECTION SECTION N beyflat areas should be loCated at ond silt A Ade.N IDDnN / I ` III I \ �� � \-<o e edge of the land• melacelctomanwameacri Meolme .. _: __ / \ IIIII I I �� � \ � i�A,n,*•. (O silt kern g unit en IL / / (/ /1 \11a.Ma,. 4 toelessg ld be driven r jF_ ry�E / '} // / I / l / \ III I I \ \ren ▪ Wervalofp el p ximumir of the real ► v�I::: d �� III I - ‘1/4, stakes with a 2 orCom 4P''- , I I I y rendz e height of o a g na Mr In the event staking la not possible n usrrmvHEDINsTALsTIDN ' .ri M amaal M..eI�oar I'kD viii,,,,, „,..tire, Xe".:, -...... E / I. am t alrer / I 73 6\� ISOMETRIC Mulch Or VIEW a kin SOCK INmu FLOW RATES as Ise mraaea me csock/walde to hold it in place ling mnanar.ms 40 -:.' \ I �� J kil - '"`""neaanN6 AreaTaeaP�t4P; �P aron' (7a 2 �. I ,m o.ao-. nml (�oDm)(so.m)(a amlnm) s. time maae rePlacearcaoggee r \ \ ( ( . ,_ _ ���c��� arm 1asa .ananAtittl �►► wwk r trk a«yth(sas,)a (a ) (uarm) 1.000 ett, Zeta 0 V f 12attest PI w Wat 1a /n` m, ( e m) (oo m, P a a 4. Reinstall if damaged or dislodged. \ Te aceI �II ,1 "mouyne Pot* comic omen ,min apmin :" e• Sift socks/wattl. r •C `�( am1., use czar41 /n/m) I//nil I/m/m) U/m) li/m) niaasaranee Pa an r M. \ \ \ \\ Lu i�\lii`I Nc.ected until kind Nc En ilia°,�rraLjpeg$ILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ \ / \ ` I • �, / 3 \ / \ \\ .� 20 11 8 \ ! \"1T �I PIP srm/ 1 DATE: PAGE: ,�' coNilMg /� / \ I \ \ ' I ,116. � \ '� 11 LIMIT9,T \ .p ^ Lat Via. . \ON I .. , I LIMII9TI. _T- - � pa--.I u ll � �. �tr aIL : \\ or Er E A 3 II PPPIPP;--------- 6/ 25\ \ �� J MAN , \\ �10 0�� 4 E°1 n ¶ liC q R 1r' 1r' `� 4]q ` - Lot Pla 3 �/ \ \ iI ll I G • OZ 68 -• r:. .r.� LOtFlan \ / • �� ■ ¶j l ll L.� L# JEj w• �\kliLls a"1111rL y /717 TP eEcca IPA T \ , r �T a.-,I -T e,-FTR- T L. to \ all \V \ I9T JL, o Ili % , f/ aad - Notes: 8 % , \\ EiL'L] - LEGEND 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland �'i`G DIRECTION boundary and/or around protected trees,providing a adlus of et least 1.25 feet for each �� �'I�1j1 � /� , �� \\ \ // \\ 2li( f 0 �rl,G�. FLOW inch of trunk diameter. SILT FENCE -• 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on 48 -TIYT� schematic/tliagrem and fell adjusted,if necessary,for placement at low points.If lots are 54 EIL WADDLE/SILT SOCKSFentce d h ve tlif [ tl ors or bu Itlers each lot should have'ntlry tlual Stlt I Nel ,\ '78 \ ,\ // / . ' �� �� �� \ \ \ � 7 5 CSILT FENCE ONSTRUCTIONLETRArvce ® a.Instag q dSil Fenc m' mr of property line m ensure there's no conflict r;tb \ 56 55 ���, EX ;�L v A • septic system.It is the responsibility of the builder to ensure the installation of sedimentontrol measures does not impavl the septic system and repair area(s). / EI V 64.At least one Construction EntrancelExit ism be installetl per lot \\1(t4// // / / \ O5.Waste bins and other areas dedicated for managing building material waste shall be a[ ler L�f "least 50 feet away from storm drain inlets or drainage ditches unless k can be shown thatAI 'no other alternative exists.If this separation cannot be achieved,these areas must beI ' ' // Allk contained behind of Fence. pro p . ' �- fi.Inlets downstream of disturbances should be tatted,streets should be swept when pediment from the.,Silt Fence Outlets, present. PAGE 1 o f 2 ANC-Environmental.jpeq 7.Details forn a Fence,Silt Fence Outlets,d sediment Entrances and otherenot measures are provided on additional sheets.Erosion and sediment control details are not drawn to scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES TOTAL DISTURBED ACREAGE: 2.57 ACRES DATE. PAGE. LOT EROSION CONTROL PLAN LOT 10 i STONEY POINT MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION SECTION2,PART3 a .. AND 0 General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least onceperweek minimum.The builder will insure that the construction activities on anyarticular lot do not adverselyaffect anyof the installed erosion control measures.If lot construction dictates measures will be 34-36,Q- P P spLOTS 41, 51 & 52 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.Sodden seeding and mulching will be maintained to insure proper round stabilizing cover. �:. `r p p p gSTONEY POINT ........,.R.?.'S�:�, p�04t,e, Gravel Construction Entrance-The gravel pad should remain in a condition to prevent tel 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 ?r' i"R�S�5 � �Ri' �-,� objectionable materials spilled,washed,or tracked ontopublic roadways.\,.I , ,R,. y SECTION 3,PART 2 ���=6!,�y,.,s sys<,s.',s..y`,'.-"y,;�,,,,� � -��,�, 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 FOR / "- that the removed sediment does not wash back against the fence.Adequate storageI should beprovided for behind the fence at tall times.Take care to not undermine the fence duringcleanout operations. r ` , , � gains quaeYDDmeBENJAMIN STOUT REAL ESTATE Q `=Ss: ' • •�c•vep,, 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 mot zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth / - '27-' s' and stabilization of the root bed.The sod should be limed and fertilized as I recommendations and f recommendations when and if possible. =•v� :p. per type PDsei SERVICES, INC. - a7S'4" Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial stepin soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating ROCKFISH TOWNSHIP CU MBERLAN D COUNTY ' p p g g properly.Any bare areas should be 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. SCALE:1'L=120' MAY 2023 constr.,' maintenenee, 1.Clear Me entrance and exit area of al vagataner ratite,and other 1 ,nabs. greaterandafter each or , Wattles-Wattles shall be inspected after significant rainfall events.Rills orgullies u slo a of the wattle and anyundercutting 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 matedal and properly grade it. make any required repairs immediately. p g p p r. P p p P v g GRAPHIC SCALE 2.Place Me vatmine specific grade and dimensions shown on the plans.arid leaving the sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 120 o 60 120 240 aao smooth ft construction site This may require move a1 objectionable mate.spiHstie sediment panic a aP as washed or tracked - MI 11 sediment or other rar�e�i��in'mnone roadways. Reinforced Silt Fence Outlet-Remove sediment deposits as necessaryto provide adequate storage volume for the next min to reducepressure on the fence/outlet.Take care to avoid underminingthe fence duringcleanout.Remove and replace stone as necessaryas it becomes clogged with sediment.Remove all a.e00Oe relepe�loovide drainage to�In ass reel PS 11 P P 9 9 P 99 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 ) ANC-Envirc-rmental.jaeg I inch = 120 ft. CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE t1F-0106 LAST SAVED:5/15/2023 8:4 I AM LAST PLOTTED:6/18/2023 g:36 AM PLOTTED 6Y.Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-17 STONEY POINT-EC\PLANS\STONEY POINT EC-LOTS 10.30-36.41.51 a 52.DWG