The URL can be used to link to this page

Home My WebLink About66279D - Aqua{ ,QN ILI ?LAMA / L�l DREDGE & FILL 3ENERAL PERMIT Previous permit # A B 4ew ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued -ized by the State of North Carolina, Department of Environment and Natural Resources :oastal Resources Commission in an area of environmental concern pursuant to 15A NCAC /bee Rules attached. ,Qy'f7�, (.l� t Name /l, U4 //�� I'i A Project Location: County %sv (? 2 6-161'K e iola vj �'ni.� Street Address/ State Road/ Lot #(s) State SIC ZIP2757/ �� a f (11) 03 -6 l bs E-Mail • ( 60 t t*� 1Subdivision _,....- ed Agent A Per ///Q City Wd+' i AAA ZIP ❑ CW ❑ EW W195A S ❑ PTS Phone # (1rD ) 46f6-`Wq River Basin ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A Adj. Wtr. Body �f f PiP �/Ifs at i ❑ PWS: f % Closest Maj. Wtr. Body �/• e yes / 0 PNA yes / no Projecct/Activity D;kec'f/;iY a / 6/snomw Z2 /*1 S 1 (Scale: ck) length itform(s) IV Platform(s) ngth tuber i/ Riprap length distance offshore x distance offshon cannel Ac yarVds ■■--�-■ se/ Boatlift ■ Adozing .. ,/ F, ! :O. K I■1 "' ■■ ig permit may be required by: Wil �0,. 7Yf�L�%DnS�f Local Planning jurisdiction) T J ❑ See note on back regarding River Basin rt u iwcv iv v iafcv io �. maio wnau ucu�n uic 1%15/20�2016 Backwaer Marine Construction Inc vvnuem rwafffa Irene Hoffman NMI %AUZOnS CanK BB &T 4uUZ 2231 54uu.uu $200.00 UV H61169U 1 GP 66265D 1/15/2016 1/19/2016 Allied Marine Contractors LLC Russel and Cynthia Davis B of A 8092 $200.00 GP 64728D 1/20/2016 1/21/2016 Kathi and Steven Todd same Wells Fargo 6917 $400.00 major fee, 421 6th Sim 1/20/2016 1/21/2016 Southern Coast marketing LLC Surf City Crab, INC Coming Federal Credit Union 1046 $100.00 mod fee, MP 108-14 1/20/2016 1/21/2016 Armand and Phyllis Daniel Ben Barker (Holmes, Sherrill, Miller, Griffin) TD Bank 5341 $100.00 renewal fee, MP 10-03 1/20/2016 1/21/2016 Pippin Marine Construction LLC 1/21/2016 1/21/2016 Land Management Group Inc 1/21/2016 F and S Marine Contractors Inc 1/22/2016 MONTCO 1/2212016 JRW/RDW Inc David and Suzanne Price Wells Fargo 3634 $200.00 GP 66266D Steve Malone First Bank 46275 $100.00 mod fee, MP 37-07 Robert Gibbons PNC Bank 5117 $100.00 renewal fee, MP 7-09 Charles Tilson Woodforest National Bank 2117 $400.00 GP 66251D Ron Sinclair First Bank 1140 $200.00 GP 66250D 1/22/2016 F and S Marine Contractors Inc Joel Killion PNC Bank 5118 $250.00 major fee, 250 1/22/2016 Maritech LLC Maritech, LLC B of A 2136 $400.00 GP 66252D 1/25/2016 Atlantic Coast Industrial, LLC same BB &T 7568 $200.00 GP 66278D 1/25/2016 Aqua North Carolina Inc same BB &T 1882 $400.00 GP 66279D NC Division of Coastal Mgt. Habitat impact Computer Sheet Applicant: f�Gt� ��r�%L, C'a r��/►-r Permit #. 66 2 Qom/ %J Date: Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found in your Habitat code sheet. t Habitat name DISTURB TYPE Choose One TOTAL Sq. Ft. (Applied for. Disturbance total includes any anticipated restoration or temp impacts) (IN (Ant# dis Exc re art imp! Dredge ❑ Fill ❑ Both ❑ Other f4 1 GDredge ❑ Fill ❑ Both ❑ Other ❑ it") Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other 171 1 Sq. Ft. Ipated final urbance. lodes any storation I/or temp lei a /(06. TOTAL Feet for. FAnAL Fee (Anticipated final (Applied Disturbance disturbance• total includes Excludes any any anticipated restoration and/or restoration or , temp impact N.C. DIVISION OF COASTAL MANAGEMENT AGENT AUTHORIZATION FORM Date NDlllyO►A"61- 3(), x5 Name of Property Owner Applying for Permit: Mailing Address: 202- Muckenoti CQul -- CA-0 l\1(2- Zg51 I certify that I have authorized (agent) E✓Isr qL /F-05 Cffirdfhk2 to act on my ( V c behalf, for the purpose of applying for and obtaining all C MA Permits necessary to install or construct (activity) WaIl✓f oe- md-e ned-6 &,ezk at (my property located at) of 6l RiW k6kd New AN"Ver This certification is valid thru (date) A/BV,Q.WjkP,- 'L of f, 211� Property Owider Signature Date ate items 1, 2, and 3. Also complete f Restricted Delivery is desired. lur name and address on the reverse we can return the card to you. this card to the back of the mailpiece, le front if space permits. ddressed to: MV.- o�;swold !tolh, NC--28412 D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes umber 7011 0110 0001 1460 1323 from service label) i811, February 2004 Domestic Return Receipt 102595-02-M-1540 U.S. Postal Service CERTIFIED MAIL RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usns cnm WILMINVOR N 1S L c3 WILMINUON NC 284 2 I f_ t Postage Certified Fee $ f �� Postage �$Z Certified Fee $ Return Receipt Fee idorsement Required) � 4 )HereReturn Receipt Fee S(� OO (Endorsement Required) co C Here p restricted Delivery Fee �O N Restricted c/ i OD ?01 idorsement Required) CO Delivery Fee C3 (Endorsement Required) O total Postage &Fees 12/15 L5 T1:3otal Postage & Fees 12/1 yr 2015� $ _ — \ .... Blue -Atlantic-Management-. rest, Apt No.; PO Box No. 5129 Oleander Dr. Suite 101 ----------------------------------------------------------------- ry,srare,z�P+a Wilmington, NC 28403 ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. r..q kzienr to ra Mr_ Raymond Griswold ------- ------ O treet.Apt.No.; -- - • ---•------------------------•r'- PO Box No. 9313 River Road City, State, ZIP+4 Wilmington, NC 2g412 A. Signature X ❑ Agent �' VL ❑ Addressee B. Received by (Printed Name) C. Dat��of D li ry kebe- .fC A _ UCt I h ', I,) / Z// 7 Z, 1. Article Addressed to: D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: 0 No ECS CAR ®L I N A S , L L P "Setting the Standard for Sexy Geotechnical • Construction Materials • Environmental • Facilities t: R`:r„`.r.7 nginc fingFirmI December 29, 2015 Mr. Robb Mairs NCDEQ Division of Coastal Management 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Reference: CAMA General Permit Submission Subaqueous Utility Line Crossing River Road Wilmington, New Hanover County, North Carolina ECS Project Number: 22-23279 Dear Mr. Mairs: ECS is pleased to provide the Coastal Area Management Act (CAMA) General Permit Application on the behalf of AquaNC for a Subaqueous Utility Line Crossing for the purposes of the installation of a new 8- inch High Density Polyethylene (HDPE) Pipeline for potable water transmission. The utility line crossing will be located along River Road in Wilmington, New Hanover County, North Carolina. This water main will provide redundancy and interconnection for two existing AquaNC systems in the area. The water main will be installed along the west and north sides of River Road within the existing Right of Way, utilizing directional drill methods in the area of CAMA jurisdiction and will be installed a minimum of five feet below the bed of Telfairs Creek. River Road and the proposed location of the water main crosses over Telfairs Creek requiring the proposed project to cross underneath coastal wetlands and public trust waters. Adjacent Property Owner information and forms were submitted to the adjacent owners on December 4, 2015 via certified mail. As of the date of this submission, ECS has not received a response from the adjacent owners commenting on the project and therefore consider their lack of comment to be considered a "no objection" to the proposed project. The subaqueous easement request was submitted to the North Carolina State Property Office on December 3, 2015 and will be provided once approval is received. The Council of State will meet on January 5, 2016 for approval of the easement. If there are any other questions or comments regarding this report, please feel free to contact us (910) 686-9114 or at aperillo@ecslimited.com. Respectfully, ECS CAROLINAS, LLP Attachments: Agent Authorization Form Location Map Plan and profile view drawings of the proposed water main Certified Mail Receipts Permit Fee Check $400 SURNEIT • ♦ O t' ��f Vex - - sm AO r PILGRIM CH 17. t— p.olp rowras 11 ' SITE RS Is ! 11 River Road b ; 50 URO- c:::sif .. , 0 s'• ;o 2,009 LEGEND:dL Approximate Site Boundary �,� t / to Map Unit Symbol Map Unit Name Kr eu 1\) Kr Borrow pits Pm Le bva Ly Pm Dorovan soils DO Kureb sand. 1 to 8 percent PLY PM To LY slopes Kr Le Lakeland sand. 1 to 8 percent ` LY slopes Le K y Mu Leon sand Pm Rimini sand, 1 to percent Le Mu L Bn slopes Tidal marsh �— DO 61LY - -- Water � LY � Mu Wakulla sand, 1 to 8 percent w' Kr slopes � :-GEND: Mu � fY Mu j �� Approximate Site Boundary / Wa Le ■ • ■ • ■ . Proposed water main location f DO Le V/ Le / Kr To 6e Ly Le LY Kr o / Rm Via ty DO Lr t Ji t� f LiP Kf rip ` r M" Se Breef e Mu V~ \. US COAST GUAPD � �' Rn' Nh \\\ -Y % I( Kr 6c e r DO LY * LeLe Le r' �5 t P`- Le `\ / • Pm Wa k - Nh y//GOP - - Kr Kr \� Le KrKr � Wa Nh 1, - - - F3h Le ` _ i 6r n�Le ...�I La Mu Le Kr -- 1 + LL \ Kr TM' Kr TM Le * - CUB YY / Rm' Kr �� a Le fie �i V Nh f �J SNOWS Rm Mu TM T " 1 Rm Kr t / Ii� . . . . . . . . . . . OF ... • .... �•_• • ZO • • . . . . . . • • . . • • • . . • . • . ♦ . • • • . . • s . ..`SUNNY POINT'?` /•;;:::::':'::..... ;ARMY TERMINAL/ ;;;;;;;;;;' .; . INE X / ' ' ' • ' + • • SOUNDSIDE DR ZONE X • s ZONE X • •/ /CYPRESSrISLANDDR . ••�' is* 2 2 O'k ZONE X LL • • ��• 2 4 PRIVATE RD / �` • UO LEGEND L1 SPFCW FLOOD HAZARD AREAS (SM&I SkA / • • ZONE X • • S�n� rC' ] • • ' r. l EA L"MTKO •Y THr \ % A'.U. CHAHCI FLOC • f , PR I VA , x •...N wn< F••abrya{.,... gem. J...�....� .. u,. w�< am.. • � • • ' • ' • •• Idv.d xA..^u � � •�M..,n' bd[Fmbx�tlJ.. 1%�a1.•n[<1 �/ [ , J 4.d •Wrd W� Z.i,.r,..� J •< a\ .r•wJ [A.ne'•n• •... ., dFfF,J-... d.o-•..wd F R i V A? EONff R D: o.. A• ... d...M , «« ��..,..w .,.., y,. X. . x.d New Hanover County C•w• A.d w...M �F.n Frwl r.w. L..., ••• M1.. �" , • • , Unincorporated Areas - � F\CI(xxt'AV ARF.tS M )(AM A! �. • ` A_ •.. �A.Tr..[ n OA...r.. Ma• •eodpi.. rr• 370168. �, .• J.F...d �.. PRIV •.� F. [ • ' - DTNFR iulr)D AREAS �! , ; . • R•E• t Amn� -. _ ..E....[. drM,ti +.. 1w ...nu+ .I IF.d � 0lIEE4 ARIAt / / �_. •MR • Ma•. •.k.m..d F. a u•s k � S Y wJ .fv<e Ib•b. • � • ; / / / • • ROrR • A1.a w .w. F A.d Funk r. V.•M.r•.1, eV pa41. ` a,0 • • / / �)• \• ® [O\SIAI MA-1. MIS kN IS iISTFM "RSA Mil > • • . /// •••�• \ \ OIHLRWLSI 1-11ECIFD AREAS RlP/bl aa LONG . . . /. ••••\ \ \ \ \ oRF.�.... a•A.......,r. �.....,,.�>.•.�•.• s... .m. GERS. • PUTT CTZONE AE \ \ x • .w . ..• •.dP J . . ot \\\ \\\ \\\\ \ a O • � • � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ vrY... nn. �,....... Aw..�. And . LEGEND:Approximate Site Boundary \1 -1-, - - I IA/ Fresnwaler Emergent ■ Fresnwaler ForesteCSShrub ■ Estuarine ana Marine Deepwater Estuarine ana Marine ■ Fresnwaler Pona ■ Lake ■ Rivenne LEGEND: Approximate Site Boundary N IE WETLAND AREA LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE. THE SITE HAS BEEN DELINEATED BY ECS ON 09/16/2015, IE SITE HAS NOT BEEN VERIFIED BY THE USACE OR THE NCDWR; HOWEVER, THE SITE HAS BEEN VERIFIED BY NCDCM. THE SITE F )T BEEN SURVEYED. THIS MAP IS FOR PRELIMINARY PLANNING PURPOSES ONLY. JURISDICTIONAL AREAS ARE SUBJECT TO AGEN :RIFICATION. STATE AND LOCAL BUFFERS MAY BE REQUIRED FOR THIS SITE. LEGEND: State Buffer Requirements: None Approximate Site Boundary Watershed Classification = Class C; Sw, 0 Approximate Location of Potential Wetland Watershed = Cape Fear River Basin Approximate Location of Culvert Nearest Water Body = Telfairs Creek A-1 Approximate Flagging Location Local Buffer Requirements: Potential CAMA buff FLAG NUMBERS/COLOR SCHEME WETLAND/JURISDICTIONAL FLAGS = Stream Flags = 0 Pond Flags = 0 Wetland Flags = 31 Total Flags = 31 WA-1 WB-1 WA-12 WB-19 A�QUA NORTH i.HRvLINA RIVER ROAD WATER MAIN EXTENSI NEW HANOVER COUNTY NORTH CAROLINA DECEMBER 2015 SHEET INDEX TE COBRACtOt $HAIL Np1PY $AWSOV COUuh'. NCDOT, ANO NCCENN UW OIAITY SRTM TNO WFLSS PRDR IC THE soCimm RAO w CO'61MILTd. FOp SWPSOM COINR, COATACI C, lu CAINIOr, wex UT"'. DMRECIM (Yto) .,-0,. 1. THE NNNTIACTOIN SNAIL LAW A CONPIFTP SET OF CONIBM,1 DOCUMENTS AS 0C Al ALL EASEMENTS. THE NCAOOMNTROL T ENCROACHMENT ACREEMRNIER went .'EN NCDOT OM~ PENYITS, IIIULNN SEdAIMAION AH ON CPERYR, AID HCCw.'EN S 11 rFWlr ON THE .DB SITE AL Au — IN, ]. CONSTRUCTON ANO MA1ENul SPEOTICATDNS TAA. COIIOIOI TO $ARSON pIIMR OEPAMNFI.T P MJT6 ST— AND WVr STMICNID SDtCR1G'pls. IATEST MM, A. WIIN. I—CO—W OBTNHED rMOAN NC CNEYAP. ? TATD ON d NOS K SHCWIN FOR REFFRMCE OEY AND LAY NOT REWRESFN' EXACT LLTNOIHS 6. Nl CIXDR9E $IYLL BE 3.M0 PSI SOENOIH (iR GY), 1NEE55 O'1EIMRISE MOUE. T. TOR 1HE CONTRACB RESRONSWE FOR ALL IATDUT WOK RFWND TO NDPRET CTNSINOCT THE NO.RN. W. CONRACTON SNII :ARE MRY EITORf AW W IRONS. YONL'YEHM OTHER RERMAEN! ^OINIS N.0 IIVS TO SPROM O RRLR[Ki AD CONSTRUCTOR SIAXES. TNIOEIMY POHS. MaDAEATi, AN] OTHER PFRMU[M �ONrs a R(RWFx^E DAMAGE (R CESIROIED BY — COVOA M SHALL BE R1➢(ACPO M A RRRSIERED LAND SL'RWYOR AT THE CON'RACTM'S ExPFHSE. 0. W UO{INCOOINU UTILITIES NOICATE ON THE FERNS HAW BEEN TAUTEN FROM INFOOATON ADE Al' I E — THE WNOUS UTILITY O%N TS. THIS REONNNATON N NOT IN OF OF ALL ENSTNC UN CN,OUHO U111I1ES, M1 CONOACTd1 K AONSE MA- ADOTDNAL OOI—C ANO UIJTES AlYEXKI WNCH ARE NOT SHOYNN ON ME UTUIY NFOIMAIIN 9EET. BE ADASE THAT THE UIOROROITD LTUIES AND CAKES CBUD CONRKT WITH TC WATER MAINCOVS1RUtIOI. AL. R AUCHME!TS SHALL WI.' BE APNlOWp a✓ IE OIR PMOR TO IYNSTUC— iD. CONTRACTON 514LL MINMZE PIACENR:T OF IXGYAINNN MXTEWL ON ROAD DJNNC OONSTRUCIDM UL RY45 $HALL BE CLCANED ON, 12 COIIMCTCR SIWI R6'AL'_ WF SU— AS NCCESSAM WRNO WNSIMICIN' IDM SCONE— An0 EAOSDN COVTNE. IJ. CONINACIUN SHALL COOPD LATE RT'N SAMPSON COUNTY FOR AM' OSRI OCHS O wiEi sRMf.F CONIRKIOR SIYLL BE R[SPONNYBIE — THE RECO NECTIHC Of dSTJRBED UILIY 9f]MCG$ ENCWMFND MOIAH A 4WR5 OE NIERIDPILO SLfN[E. CONTRACTOR SHALL NOTWY USERS iA HOURS PRO- TO POSSIBLE IMIEMUAlUNS O SEI—E. IN. LATER NN6 SNA1 — W .— CO/R!. CFF TU RDINS wr B( aEOUREO TO AWID CON+IICrs WIN MLWRT CROSSNCS. UTILIT[S. AID OTHFW 51NUICTJRR. 1S. TM COTNIMACION SNALL FRpypl 11RB51 NOCMD ♦T BEND$. IEEi ANp PUIIC$ PER THE oErnRs SHOWN ON rIr dMAMucs 18. ALLFIrIINDs µo SIDNN ON 'HE DwYONCS. THE CO. CH TPKTOR Hull. O q!•' L CON- -A— Al TTRIN.'CS MCE$$MP TO RAMS APE NOT S— AT THEN, EXACT LO 1. TMY SNNI BE 1F1D LOCATED M THr COMB A YTN ARCNOYAL BY 1K OMNEP. CR2N` 1'. -E IHDMHrs SNLLL of LOCATED ON PROPERTY LINE$. IB THE CONTRACTOR SHA1 RESEED IHE MTUNBE NIF 5 MM THE EXITNt RPE OF CMSS. MCONTUCNRN SNAIL CO M THE T'IPF O 1HE AOIACEHT PIMOPEIY OTHER •3A' TNTINf THE TYPE OF DRASS K UMOIDWM ME -1 SCH—LE Slu_L OC USED. IB, M COMI:ACION SMALL MAKWN SCPAMMv BEIWRH SENFM ANO wAIE N5 AS fOLOW$ (A) _ SF"AMTDN O $EWERS ALA wATr LATER NAAS SNAIL BE UD AT ,EST TO IAIF 1 MN IX51NO OR PROPOSED SEwLTlS, UNESS LOCAL COHYM,IS Oe BUMMERS P — A :0 POOT 101— SEPAMTAiII, N RHICN I`— I D{ WILE YAM IS UD N A SEyMATE TRENCH, MM lIF RFMMNN II T{ BOTOA OF THE WATER WIN Ai UEAST IB' — 1. TOP O TIE SEWER. OR T LATER YANM 5 UND IA THE SAML TRENCH AS THE SEVER Wrt4 TI wlER 'N LDGTE ni ONE SIDE OH A RMC4 K INdSTURO.D {M1N. AND MN THE CI£THE SE-- O 1K BORCTN a TIE wA1ER NAN A' UAW IW' ABOAE ME tOP a< MC SLTYEQ N{NEWN I S 5 NECESSARY A A — MAN IN, CROC OAER A SENEN. THE MAIN MNN $WLL'. BE TAD A' SUCH AN FLNWDN iwT iM ROTTOY or IBC NATEN NAN 5 AN ABOHE THE TOP OF THE SN I4 CAS LBOTH ME IMATN$ UR eAND - SNA' WN ON WRM.AL SEPIPATON. N WHICH CASE BOAT ME LATER YM.Y EO SEWER STALL BL CO— SIA T iFRR0U5 wlWAts WD WPN .TORTE THAT AK. ET'RXYMLNN M WTFA YNv $IANDNOS FOR A DISTANCE a 10d EAaN SM OT THE •'DRAT K I. — IC) I=_ WVCNC.fR R K NECE THE FOR A WATER YAM TO BC CPOSS INUR A $EWER, eClll NTI NE.OWT WN AN) T T SEWER $MAN BE COMSIP I'Oft M YANCX O WTEIIML$ NNU IMII SIDE FO 'o,H IN, WCNO MAN SIA—CH 0' A LO MAIN OF TO rLE' ON EACH SIDE O TIE POM Cr d105UID. A SET:DW O WIEP MAIN PPE S1'NL BE CtMCiEC AT MF RORNI OP CRpSAND. D. ME CONTACTOR SHNI RESTORE THE —UVOED AREA TO THE ENSTNC CRADE INUE$S SNONN OIHERWKE ON THE CMWINOS. 11. TE CCNTRACTOR SIWL REPAN NL MMWAY$ AND OIA4.WAY CIILYEATS PALED OI 1STER CO4T' D. TO IXSink CR BETONS B OSIUI6E DUbxD C0T6TNX:IDN. ACQSS >O EACH RESIOr— AMO BU9TIE.SS SHNL BE YUMANED Al w IITES. '1E CON—OO SWL: REPAN ORNFYMK ANO C.— CU_IEHTS — ONE WEER 01 O5IURBANCE. !i. FOR ALL dO1EWAYS. MOTH RIBLIC OR PEN— THE CONTRACTON STALL USE CARE OUYR OR STCHP " RCPAA -I/- R1R ACtACM. !J ALL CONOILIL MO ASPHALT ORNEWAAS. PM LOTS. ANO OTHER PNNAI£ ENTRWNYS SWLL BE OROSSEJ L4M: 0RY BORE AL11— E CO.rRN;TOR SHALL BE RESPONSIVE FOR RLLOGTMOH 0, EXKTNC JTF MIS E �A REOURED DINNC NSIALNATION O HEW WORK. T4 NE SNAI_ BE NO AIDITONAL OR amAPATE MY ITEM — TNS MIRE (MESS —C—I CAL— OUR N THE BD FORM. '$- CONTR.LTOR SHALL RESTORE/RENACE ATL SIGNS. WNUBOXES, ETC. FTNCOIPNIERCD Ic ONNNER'S SAT— WMHIN A HOUR$ 7f OST ANANCP. W. ALL STORM OATER C.— WY NOT BE SNDMN ON ME DMWNOS. LOGMN AND L[NCTN M SIDWN CULYFA`S ME nFPROXINATE. AC UW. IOGl1 . MENGMN. ANT UANEER wv vARY. • COMTRICION 5 RCSPOINSTeEE roR T% TOG}AN OPALIN ; E—OA u. LOCATED ��ET GROURIA eII AT 511 OR 1-W0C-W]P -A949 i1� rM CAPE FEAR RNEt ws a VICINITY MAP GRAPHIC SCALE (NASRI _ TAN A mum wrER uNE uEVERT sET rtNCL ROCK PIP[ HLR PROTEO101N NO�_T-O-WIN (DR PR]RERR _ N BEND AS BEND 1 i.5 RENJ REEUCXO ......_ GTE HYLW (OY.) TIRE HYDNWI BORE AVp UACY FENCE iREEIIIE SE1 rQKE OIIREI wmE OMtR NDIECTO UNITSOF dsnRMeAH¢ IPROFFER LINE STANDARD ABB QEitBImo MMIUA IYPGY MOE Qi RldlT-OP-NAY CONK 1E0 MCI. PPE RBH•FORCED CON- PPL EXITTNO NON14 fln011NN. NcMT, N tARd_RNA OEMTTMN1Nr a TRWKPdHA— OUCTAL NON PPE STAh NONE STMEESs STEEL MANTANCO LR01S Pa•IWTE LNLORDE B11DE LAHC -- NOTE: 1. THE sN— u.P.n I ON TIP$ SN(R ANE PCR 1HINRDHO.I E 0RA C-01 A ' COOROBMTE TABLE nAr,v, r,nwirw �oierrw wnu .lrr __/_ L _` - L._ tM MM90N fHl.f Av, nr •'rr, 1.e aRAm r,OroSDlL1 RMR M. �• � racc m. ---------------'---`------ ' \ !A+nv)-________ ovmiw+annoimr.ro rsrwnorow,r � r+orormrra' nrovdawwrw,mr ,uowr�w.•an.., � __��--_-o-w�� '\ - I ntr[ .w • �l•15j ,,y 1`A � �______•— _-!'.` _ - .___.___. __.__-___-___ - __ r r I I iLJ11Y _ C-01 B 4 ,rra i y IOMM ,MM 1,•Op ,N00 PROMS 1FW ,MM ,M> COOM"TE TABLE 'C-02A I-T 'C-02A I-T -- ---------------------------------- - ---- ------ - - - -- ------ --- RrVEft ------ -- ---- -- AQUA NCoRTH t,AROLINA RIVER ROAD WATER MAIN EXTENSI NEW HANOVER COUNTY NORTH CAROLINA DECEMBER 2015 SHEET INDEX T@ �MDNOIW�O, RMYVO/!!R coy _ cm ca. onw ca onre ca oR�ua Nlw IMNOVl11Cd11RV __—. — 1. M COMMACIOR sNALL NOnry EI. '" CWNTY. NWDT, AND NCxTN L•No o SECTDN TAA wEElts PRroR IC ME BEI ING Or CONSTR1KTpN. FOR 5NV5uN COUMY, CONTAC! C. LII CANNWr, PUBLIC UT .. pRFCnIR (910) --Glee. E. M rolA1RISTOR SWLL WK A COWINBET OF CONTRACT DOLNIAENTS M WELL AS ILL FASEMFNIs, M NCDOT ENCPMCIMEM —ENT. NY-T DRIVEWAY N]IMIS, NLOEMR Sfl]IEIFIAIIDN AND ER05RN CMITROL PFNIII, AW IADENR PUeLA WATER STORY PfRMT dA iM[ JOB SITE AT ALl 1R1ls. 1. CONS1RUc1AN AND WTENAL SPEprNATIDNS SMALL CONFORM To EALTP9oN CpINTY "MY, m UOIITIEs STAIAA"% ANo NLDOT sTANMm sRpFIMTRNS. LATEST fdIAAL .. .— RAT0p1APNY OBIIINFD ERDM NC o141AP. ]. STATIDNI1Ao ON pRAwNAS K SIARN FOR REFTRNAE OIAY AND WY NOT Rf9PE3fM dIICt LENGTHS. ALL cDNo1EiE srAN1 IL D.Dao Ps srREwml (Ee MTV. tAaFss onLRRISE NOTEo. T. M COMmALrOR K RESPoNSaIE Fpt ALL UYdR wpnc .0—D TO PROPETLv CONSTNILT M NORK. e. CONIRACTOR SMALL MANE EVERY ffEORT To 'K PROPEItiY NOTAS, IIOTIUAIr1ATS DMER KII4A NENT POURS ANO — OF RrEK— AIA WNSTRUCItoN sTAMCS PTAPE— RIONS. r . AND OTALR PERMANENT PONR oP RERTIENCE MWLOED cR DESIROYm er M C—TOR SHALL K RERACEO BY A REDII—ED LAND SLMEYOR AT M CONIRALTpt9 9. M UNDERoIN— UNITIES INDICATED ON M PLANS NAK 9EEN I — --A— MADE AVAAAAE FROM M VANWS UMIITv OLwLJAS MS --A,oN N NOT A'C umw 6 ILL ENSTNO LRA%NX ANo URITES E CONMACIpt rs WLrSEO THAT ADq Tx)11LL 9Ef-11 .UVSCD •TA ME�TLND[NFp1p UII TU AMOOCARf9UCO1RDILdiLICT MM M WATER MAN CONSRNLTdA. ALL RE•LIOM n EN ALL K APPPOKD el ME ONNER PRIaR To caNSTRLrcTION. lo. CONIIpcIM1 SNLLL YRIRI2E PL•LfMFNI a ExGV•TIDN WrzRMI DN ROW DIRIRIG mNST1NA-TAN. ILA ROWS sNN1 eE auNED DNLr. 12. CONMACTde SNNL NST&I. MfA5URL3 AS NEI—— pIRIIR' CONSmUC1AN TDR SEDIMEMATION •ND UOSWII LONTRp.. 1x LONTRAC1d1 — L ,NArz — SAIRPS9N COUATY FOR ANr _RWTTOHS of MTER SERVIR DONTP CTOR sN K RFSPOTKIBLE Fqt M RECdNECrNt OF mT1.119ED UMm smnca ENLOLRREREo — a —.. NTERNprtD S. t caR _m sNALL NOnry lK[M DA No— NMI TO N—s MIERNIPrANS a SERVILE. 14. WATER A— —NAVE oe" MNRRN COVER, DNEATER OETRNs MAY K RE-- TO AWID CMLIICTS RRIN CULVERT CROSSRAs. mmfs. AND OTLR SORICM , 15. OMET I— ON TN':— TNRIST BLOL - AT BR1o5. TEES AND BUDS Pm M le. ALL FmINGs ARE NOT SIgwN 011 1 FE OIMIYINOS, THE CONNWTpf SHML K RESP0TI51pE FOR PRVngxo AND NSTALIRA LLL OT1lS NECE55•R1' ID COY%EtE M NWN. 11 wm AND NYDRMIIS ATL IAOT $WMI AT lI1Ot IXACT IAGTW. THEY SN1LL K {LLD LDCATED R M CpJTPAGTMT wRN APPRpVLL BY M OWNER, CENEUILT. FIIE tAYDO•NR SIMLL R[ IDMlFD ON PNIPWM1 LMES. 10. M CMRP.ICRM SNLLL RESEED M DISTURBCp ARFAs WON M FIDSlINO TIPS K DRA95. IN OOHTRALTOR S1MLL LOMMI4 M T'PE OF GRA55 RTIII M AWN;[Nr PROPWTY ORNER. AREAS WHERE M ttPE Di CRASS 5 UM(NOwH. M SEED SCNEp1lL SIWI BE USED 19. M CONTMCIOR SHALL MNNTUN SCPAWIAN BERYEEu SE n AND MWTEn WNs AS rOLL01r5'. WATER bAwls SWIl RE U10 A LEAST Io' UIERNLr DRFRpM TAOPDSFD scwERs. IARESS Loco LVAAmoIa aR ewRETa PREVErAr AERo FOOT ID Fom uTrnN sESWATAN, N wNNJT vsE� (1) M WurzR MAN a LND N A SEMJMTE TPENCH, wRN rNE ELNAMRA DE M BOTRRI M M WAIEII WM AT LFA10 Ie' MOVE M TpP o< M SENEA, Oft (:) tIAMiII M". MAN rs LND IN M SAAL 111EN1]I AS M SCw[R RTTN M WATR lOC T[D AT ONE sIOE pA A RRNCN OI LNpSNRBED UNM. MA MM Mr EIEMTION Di M eOTTW K M wATTm IINN AT L[Am Ie" ABOK M rbP a M SEWER. (e) CRO55 tnFR A �^� NIM— R Tw NECESSIAry FORA WATER MART TD CROSS OVER A SEWER M NAlEW MNN SWLL K LAID AT SLCH AN ELEVTIOR 11MT M BDT10M Df THE wATfIT AIIAw R le" /COVE M TOP of M SENEn. UMESs LOCI CpIDmONs m RARRIEus PREKNI AN e' VERTIFµ SEPAWTIDN, N —CASE BpM TTE WATER WIN AND SEWflt SMLLL K CONSIRUmEo Or TtRRpn WTENAIS ANp MN JDINIS TINT AAE EOUMNEM TD TFA WN SLANpMpS FOR • DKTANCE OF 10' ON FJIpI SIDE M M POUT OF CRO55NG. (C) r wATE 141}IM�DER «�R WMN{ ER ITNEC Is NECESSARY TM A NARK WN i0 H CROSs U`AER A SEWER, AN N AIMAIN NE N E SEWER SMALL CotASTRLICTED 4f TERPOUS Wi MLS MA ER 11l Jo1'!T5 rOUVLLENT TO WRIER g SEANOAPDS FOR A pSTANCE K 10 FFLI ON ucH SIDE M M PONT ar cR059NO • sECTAN a wATFI! IAw PPE SALAL K CEwTERfD AT M Pour or cRassac. A. M <ONIPACTpI sMLLL R6TORE M DISMIBED M[ TO M ERKnND pGpE UNLEss SNOwN OTHERwKE ON M OMRINGS. 91. M CONIRACTpR SNLLL RmAN WL DIeK]IAvS AND peKWAY CLRVERis OAYED OR UAOAKD. TO fJOSnNo dA BETTER lmTI0ITI01As O 06 p✓BED OUNHO CON$1RIILTRN. ACCE55 TO DLCN RF9DEMCE AND O AND dR IN ,, BE MAN At ALL TNIES. M �WTML1 R.sWLL I— q(NEMAYs AND NfWr LULKIRS WmTN K REEI: OE ii FOR ALL ORNEWAIK. —N PUBLIL ol1 —T,. M COMPACTpt SWLL LISE Lra OMVEL oR sIMIF FOR —AW ANO/. ROUCfl.OAT. io ALL L'ATALMrz AND ASNALT oRNE •Yi PA— LOIs. 4A OMR NM•TE EHTNNCL$ SWLL RE LROSSEO USING ORY BORE IAFTIADS. 9A. M CMRRACTOR SMALL BE RESPONgeLE fbR MOMl10N a FYTRID VTILOLS i REIXPRED D~ INSTALLATAN of IAEw rAR[. T1ERE SMALL eE No ADpnOW1. OR -NNIATE MAY OEM FoR MS AURN U1R— SPECTnfNlY CALIEO our N M BID iMY. L'. COIRPACRA SMALL RESIORE/REPLALE LLL SIDNS, 4VLB S. ETc. ENCWMERED TO oWNERS $A aI I oN MTNN A NWRS 6 prslMteANDE. N{. ILL STMN WATER CIRKRTs WY NOT E SIILIIIA W M DRMNo,, LOMIAN AIA Ll•v vAR'rM SNOwII CULVpTs ARC APPRORYArz. ACIMLL LOGMRt, L—. AND pNR 01 CONTTAWTOR rs RESPOxAeIE Tdf M LOCAMRI Oi ALL [ASfNO UNTES LOMIm wmlN e11 AT . AREA CALL NORIN r IW e11 aR I-eaD-Biz-A9w CAPE FEAR RIVER V0 00 —� STANDA [RScwPnau WATER LNE CULKRT SILT FErA[ ROCe PIPE MLR NAIECIIDN L-Of-TaY (oR PRORRIY _ lEE w ILJAD AS' BEND Yl.S BEND R[DURR Mrz vWK (c.v.) FEL 1pD1e9R BDR AND JACK rvACE rREEANE GRAVEL DRRE LVAISTRLICIIpA ENTRNICE .T FENCE OUTIfl MTRE p1TILT PROIECIIDN tRAOS a DMIIAIIINCE RIRIMO PRo9flm Lxe GRAPHIC SCALE I - R000)N STANDARD ARR 9nRARn[wF LAA1DAl1M tA1AMN IYPE'4 EDGE Oi PAKILM RNarT-or-wAr mMUMIFD METRE PRE RERifpttED COMCR[rz POE EIDSIK NORM T;ARol11AL NOR1N EAIRaN+I. OE9ARTYpl1 lY TRANSPORTATIDM DIICTIE RIoN PNE WAIT ROAD STARRESs SIEEt WNTARm VRIs ROLYr CHLORIDE mow LAND SURr NOTE,• 1. M STANDMD LEGEND ANp Atl ON TIR SKET ARE FpA oENER TNRpWRgIIT MSE oRAwNGS k-j: will OMEN 0 MEN MINE MEN 11 No NEEN IN MEMMEMEMME milosomimmismom m NONE —M--MM MEMOMMENSIME IS a No OMEN a v 0 NONE MENOMMENNEINEWS P-119 IS MEN 011100 0 MIMME �,,gmmm' 0 MEN %due IN NNE NMI m EMMEMMIll MEMEMEMMEMMEM MIUMMEMEM IN ON s jimmum - . PUFROMMON 0 Ems MEMEMMEMMEMME 0 MEMEMOMMMEM No 5as moo IN MMEN ==jm OMEN m NEON MEIIIIIIIIIIIIIIE mommommmsimil ON Emmum MEMMEMEMOMMOME MEMMEMME EMMEM lion on MMMMMMMMMMMMMMMMMMMINJ Emimmommomin No 0 M ago MMMMMMMMMMMMMMMMMMMM 0 Ell ME ME 0 1 ML MEN IS is ME IS ON SEEN 010110011 10 IMMEMME NONE I MUMME MMMMll MEMMEMEMMEMEMEMEMME 1 JIM 0 MEMO moms I C-03A I I I I I COORDgUTE TABLE I mmla ,RrwMe wwnw rnrmo Ia.em ""�,y� `� neur� �n s�*cm sr•...mm IQ I® vnaro®ne t� I NOIECItJN 1EMCE M. � dFM mll Y Q c�ra bLr Nt vNEcoe,nrrowmNt r__- nOOIIOOFlimJ wmwrwm. --------------------------- --------------------- 1 - COORDINATE TABLE 'Q'�� m,1R'N ,1l1M6M[ MpR111Im1 7- �Ilrolulr,r Nlnwv�—_ PLAN C-0 B I I I I -- ooM,ww m.wo„cr�wo "a ------------------ . Is♦waw,nN�Nlr w WER ♦ la�mw^ (BR J ISM) (A5oµ1LTlT) / - --_------------------ " ' = ---------- = -- - --------- --- - _--- -- --- - - -� - ------------_-- i - _ _ _ ---------- PLAN i C-04A i ' J COORDINATE TABLE = RATHe EeYl,a n'eE p,TMe eemq � \ / cok 77 Am I E7, 11OR0I,0NIBlLM. _ _ _ OVMOLYM 1, weo«ArTalemu _ r.� � - - e --- ---x e -- —4 --- ---------- - __.___ IloeEe.vE,x ______ - wtweMm. ___-- _______ 4______ ------------ z �a �r w ..,E PLAN \ \ 0-04B 1 I \ I K K COORDINATE TABLE R1TW EeTI«TM! m„o,e®rt�aeeo MpElle« yREq mr,n „rnn «.Ee« >!JJ',IWOI,EK.0 ftl1E0.« aml.a eue,R MNA®MKe«p n1,Rq «IWAt! tl,«0! N1QYIflAI�LY t1Ree.M 3UJ0-A.M q� er,wellAc.IaE� _ ---- -- — — — ---- ____.,� RNER RO. \ \ e '------ ---� PLAN \ - - - 1 Ci•05A �\ \ 000RarurErAmE \ w n.,or rmror�w rro�n+o unno ` \ z -- — i«.asr rrs,clmrti Euo amvr \ 1 � � U Mr0�1 r.9IMpl1®IR4 Yx0 i iL11Yl� \ 1 / I \ qlo \ fr i _______� - i —1- — _ I c-oss COORDINATE TABLE '' $ W .r,� RflNpM. ■cRR.o was I �° 3 ? I a.nm wnwaN rwnaw I v ` ' F , wva�ar'wct,,M. _ w .________I ________, R RN611 RD. MIa��IWI•M� m ^��®�nVYE M. RNER RD. R401OaTR>t{aM. (9N 167S) _ corccrromnW rw�r6�ww (SR 1576) _ I ( (�srM,u*) Fvrm.etnnrow:w�rr ca«anov , (ASPw T) - a I � rwlwa Meaawo wrerruxnRq ' '- -- — -- --- __ ------ - - --�- ------------ zzz- ---- — -- __ _ _ __ ----------- __ -------------- --------------- , v n : PLMJ iww=:s._.. a®�or�a a o®000 y®oa000 00000� RE3:mKrmm %a®= ■�717ta7c7lraatR'I7lf� �� ¢�®mf¢rzac�c��w �ra�mm�-►nw EJ[7t+'t�7<nTJt�l7[S: [aJGfA ofsofa � e r u. w wr • n.c �euo.ro=� w `�'.�' awu s wn �ati�O.o,o� �°�em � ow sv Z � F � t 5 6 .ww.s;ae. •a y Vrrvea .w umt 11 .+.svD u[! .1D �.� v�ort+r�mvaey-a as z lwx.moo vnw vv. a vwu�vrr naac w ss �uvat sti.0 a . vaa _ �r.maoe s�w=uar.a wttrtoa .wra c neo..x c.�eem ns un nrnre s1O"w a�w.'�nwnax croaasnos cecn aci=..�o*M ae�eo; r�.ue eevne�e ma..w a,ti.a rat m. ,rtw _ - .czaay..e.er.u,.,w+s xwv rc� - JK9l..pYp JtlN vlroMlR �Mex y.t�aLL i89 V qCCrr• y� is X1 - � to °a s' i f3 2 '$`1 C D x zv>9sn�xarwv�c srn�snm-avwm I .aw n�w•m�sv�J uww uan. Yn.n• Rm RA - • T rR w E+IlArw! f m. R w MK ANN r.RN V �aE.r �r urr neR lmA Kr. M.ua b r.0 •m m .RwK»a�R AQUA rxAla� S aryarrN RLUA4 rpr w!f[r T O � TAs w .1 ,r `�.wlre�e fi Ni K DINMnRA w nNMIS w s irYMR cAf1-E AQUA im r o rwiew El60fl [ Ya Rw;'mr0.lrwrA IN EE _ - QEdC.EtlQ IIf�2� srw pr w [uwg51m1 - • RM RN rr,.R xrw.:r �a an III � R .�I�a RE �J PE/ W TRANsETRTN —I— CONCRETE 11111USr C OK "NON DUC] PVC rrorF mPE PUC R[DIIC£ PIPE 3/.' Roos 2 PER CDNNEC_ 12wIRITr0E1 CASKfl — DIRECTiONAL BORE PIPING CONNECTION ASSEMBLY DETAIL NM i �L NNOO ECViromON WALL" JCEii`r 1 uo V`OPNO A,* 90P G"wiiSirAi-ER ar"Inuf. 17 mEs % wL. USING .IE7NG — A BETE (O EW-- uA�RI XLLRRT IS MPRCn'ED AT A YMULK BELOW — PAVEAAEM S REA NEEI (IS i TIC SURFACE Of RTLAI AND W F EWDS1 AND E (5') IEEI DEL A E O oN GREE. E E f NAL BD�I µ RATekNf uAtERV1 aREGTrDw,�L BG&INL IS E IL EAW F b'AN NEU lNATERIAL PALLEL INSTAL— TN IRE NAL BORING iTNOO L' BE MADE AT A MI fEFI (CONtNI SEE C `ROUND SU —1 A 0 OI— C TEPOR�M.LL rAYL '- E PA�EMNI CV Evi L SAW.ION BOSSES n - D.C. TNN E.N' (( )) rBpl urgruVu r tURv rPOER¢q!* OC ROu - —REST PARir CE RIOT Lnnit� EO - f t 5. r UEA, WA BOx CULPART RTS. R E E£!l IW LEAK) ifµ SlANGC !RM M NrJIREST Of PPE CV KRES OE IN SNQt /�LLp2v[0 �BEILkJLA1rN BIbEpG[r pO(OfR[NGS. VB[ IGOLNENpGS� THE afEl NSLTKIEL 55T1AN41 B(E SLRMCNWT. NAE pSINCITCNNLw[ER ROBE aa.,PRgR (W5 L FEEE££ CONpRI (CLEAR) NOM2MM K 4AND oNu19N 9E1M'CEN Em".tl COUDUf q+E NS?4l Mlti 4MClE g1Ci. ALL --AL DRLI£C PIPRLO rOR 5(w'FR FORCE 1WI5 AND —LINES Swill BE A YMN1I AN OVFRBafF SNAIL NOT Tx NfR1r iNAM Iwo S RKN[S GRG1Ex THAN RK DWrERCR Of TM AN ONERRORE ExrtEWo 1nO (}.i f.5 AN rNE DUNETER Or K PRK OR ENG'. OEA[D If ENCRDAC1NKNr AGREE E iNGLUI- A STATE—T SGNED AND SEALED Br R—TEREO Nµ R UC.-G NA uNB nuINADDCQLsLµNB.UNTAU_—Nn1 cM'N xrs rN, r oR rr RrGi' fa 51RCSSES TO NEW, oR eNd1LDER .—.I . OOer LID ACCeee IMILITM 2 W ..y ^�o '^ eNaaDER QDTRel DR DIVIDED FACILITIES - < 55 ■RN '••w.. wumi sx +W g y �.. _ WLDER LL05URE ON INDTVIDED RORd1re O G= •. OwwwwWl $� 1101T04 gTr €a IMeET ran 1 ula: RDADMre DITx s-rr TURR LW �Q€ ffd ► !� erg •: 810g4 :7d,'iPAffi,R. ,�. ,...,. n.....,,. wa a.,a. a ,. .: .fir �P�T,��RL��,9 P61.PP.'A.Ci I8i q AMI®'.�.. � 3 .. m�,.�� .�., � � $ .. S7{`7°iftA"a?% "IMP ..,., e. wno .a.. w• . a,. ,. , .,e TA"t�EdPRSv.' .��e a ,�. ,w o °- ILNLr1RB.A'Vb iWRO.PI RI.NR'.5`1,1V^1,7F.}'E"� •�«, n...W a • 0 W YACI.RP.b"kk9h'di &'.E•`nS,Hf"•' wmw � �...•nn � g � "P871.8'�40,^g'PLAY!�r�°F[.j"�.P.IA:Y.P;.��W,^°"'�Mg'�'a`• ° � F41.ElRPi.'n'.'11E�Y4i.° ,"^'• °••" °"•""' ,•� ",• w' 1101.0 1101 .0 M ocerAtt e „e pETAII A DETAIL C p 'Ds D03lei!!IE) S tT � fie® �" ,saw.,. n��e m•,ra a�a �,.. �a.w M� a ,- = nw wa.a ov,w„r r ®.e•°.uu. W r n,c,m.` DETAIL D v im MAR. 10 G. 2-1/2 GA MTERYENAR WIRES EME NRIS 1. CT SILT AT LAST A WEE% GNADE AO •E D.FENCE RMEAL D RFPALM WFACN . t AN NT REWHIm EDM16L,C . Al fEN[E FANRC 2--E %T FENCE RREDMTMT IF IT NRE FMOM SECOND, FRONT B[CDMES SNEFKCErvE. COMPOSES. ONE NEW MIT- 3. REN012 SEDIMENT DCPOSIES AS HECESSNTV TO PRpaDE ADEOUAN STORKS VOLWE FW STEEL POST -USE SILT FENS C.ILY WHEN WAMADE MICA -S WOVE)I WWE rABRO THE NIXT RAN- AND TO IIEEUDE PRESSURE ON TIE FENCE. .1 f%GEED 1/A ACRE AND TIELEN M AREAS OF RT FENCE MOTEIFRLE FAN6C CONCENTRATED FLOW 4-AL' FENCING WTERNS AND RL SLOPE MPOSIS ANLN UNSTABLE SEDIMENT ID G THE -END OF AT FENCE NEEDS IO K TUNED •I TO GRADE AND s,-..NINrt MIFR M COMNBLTMO AFFA 5 9EEN MOPERIv S BATED. OKR SNICRI� TYPICAL SILT FENCE DETAIL AN_ EMT • FDR KPAR K SAT N.T.S. .9BL bCs' FENS FAA.IlRES USE HR. 51 W SITED s- FM ANCHOR MEN SILT FFNM IS CONSTRUCTION SEQUENCE MOTECTMG CATCH BASIN, I. RDTiY Ncoom LINO DUWTY YCTON AT (910) ASl-sso0 PRIOR TO IEGPINNG fTIL15TBLOTKWI. 2. 1 L SILT R CONSRRI I ETIIRNICE. II ( NPE NIET PROTCC , AND OR(M NEASMES AS SHORN ANr LINO DISIUIOWO ACIM116. CLEAT BEY AS NECES- TO NSTML THEY OfVISS. ON THE AI MAN FUTON TO J. PMSLMM TO 0.5.1 I SA-5](2). THE ANNE FOIt GRADED SLOPES AND FLITS SNN1 BE NO GI-R THAN THE ANGt-E TINT GNI M RETANED ll VEOET INS COVEII OR 01NER AOEOUAR EROSON-CONTROL DEVKfs ON sTRUCURES. IN AN, _NT. SLOPES LEET IXFOSED NL WffIW 1A CMENOM DAYS OF CDIAPLETON OF ANY MNSE DA GRADING, BE MANTED M INHETWNE PROwDED MTTN TEMPMIAR malls. DR STRUCRRES SUF:ICENT TO RESTRAN EROSON. OR PETAIANEITI CRWM COVER. I-SIWR TO OSI13A-5](3). PROII5pM5 FOR PERNAEEFW G IUND f,INFR SUFr1CRNT DID IIESTRAN UNDSON MIST M ACCOMPLISHED FDII ALL El%-D AREAS INAErvAMES TABLE. A. PpOR TO -S.. AM --ES OR ST - INS AL - REOVIRED EROSION CONTROL NFASlIRE2. AFTER K-HASTEEN ESTABLISHED IN AR ALL TEMPOMW KASURES sN S. DEGN -NON. ONANNG AND PPL INSTA-1 wr U- OF DONS -TON NSTALL PERMIHEM 11F SIlRF3. O V AlNMTON. AND WU.SSINE. RI SFOMNCE - PIPE INSTMunON -1 ll-NG AND STIDIUUDON. ]. ALL Ex AiEO AREAS SNALL K BA UD ONLv. 6. SWRP ROK 1 OMLR WHITE waRaE Is RTIIG PERFORMED. 9. PTPAM CHECn DAMS m w•RLE$ WIMN BRA- SWINE AONO - MAN NSTAUATRM AND AS DIRECTED M NC SNI1. TO. PURSUANT TO NC GENERAL STATUTE IIJA-5A.1I.). I,=T SELF NSPEDRDIIS' M EROSION CDNTROL DEUCES AT COWLETON 01` FKH EONSDLTON MAR AND DI)C - SUCH MSPEC- AS ODUNED M 1. NUC OAB D131 Tl. THE CON DESN�N MMFNTAIN THE DEVICES KCOHORO TO TIE CITIFY vER5OT1 OF THE NORM- EM)AON AND st01ENT CONTRP 12. ML TIENCII WATCR SNAIL HEAPE D ED THRpN NA SILT W. 13. NTER THE D15TURBED AAE15 ARE STARRED. AID WADI AAPRO+ED BY THE ENGINEER. RFIIO.E TILE 1El.IPTFARY DEVICES AND PROPERIr DISPOSE DI' THE TI-CO SEDIMENT. STATUTE THE APFlS DIST M OURaIG THE REMOVAL OPERATION BY APPLYING SEED AND MULCH -"K TO THE SE_ SON -E AND THE DITON INIMECTION sNOwN ON THE DRALFIFIGS. 1A. CONDUCT PRO.ECT NSPECT01I5 M EnOSAMI COMN0. MEASURES AND SIOMAFIMFIt dA1F.E115 W[QQY AlO AFTER EVENT RAN [`.ENT 1/2' ON GREETER. ALL CONTROL mE-5 SN- K 1INTANED AS S CIFED W THE CONY-T DOCUIENIS A IIANI GAIAE SNML SE INSTALLED AT THE PROICtt SETE TO FACAOAIE RAINFALL MpRTONNG. NANTAN THESE RECORDS AT TIE ON -SIZE OMTCE FOR AUDIT. NSPECTIDNS AM REWIRED UNR MOIECI STAsIUTATON 5 EV m DY 95% KGETATNE DI- FOR AREAS PIIDADE SEEDMO. AT SIGH TIME THE CONTRACTdi SNAL KNDrE AIL IEMPORMR ERDSON CONTROL DNTLES. 15. TTR. CONMKTOR SHALL BE MSPo1- FOR THE CONTROL OF SEIKNT ON -SITE N THE APPROVED EROSION AND SEDINIENTATON CONT- MEASURES PRO.E RSIIFTICEM, TAKE THOSE KDITOWL STEPS NECE - TO STOP RDINENr EION LGVMG THE SITE. 16. NA M•N C LANCE NTI ALL PERMITS AND ALMS. ANY CTMNSS SNAEL eEPPROVED AW W MTIR LAND OIWItt DMSIOTI I -I TO FXEMON. A COW D< •IL %RLLTTs s- R MAR - w TIE COMRACION ON -SETS AT ALL TINES. TOP Dr SILT FENS RTER OF 1. OUL WASHED SrOtE TIER FA9111L OM OROINO Blll11' WNE RHS AND SE4➢ON IUmWAPF CLDTN MUST M AT LEAST J " 1NEWSN D THEE- 01`S ONE I. CONYWYOF SHALL INSPECT SEDIMENT FENCE AND BERET ONCE A WEER AND INTER EACH PMMAL. -E AM .0011RED REPA IS MREIYATELY. 2. REIAOVE ANY SEDIMENT SPOMn AS IECESSNI, TO REDUCE PRESSUE ON ILLS FENCE. TM CAME NOT M VNUERMIIE FENS DIIROIG DLEAgM. 3. BLEEP OUTLET OPEN TO AUDW EATER m FEW TNEOtON AND NOT Po1ID IIENR10 RTOE SEEDING SCHEDULE IN COASTAL AREAS I. LME, SEED AND FETTDUZER SNA . M APPUED WRH WRNAS. TNF NMDS OF WTF.liul5 Tp BE APPUED NECESSAry E0.MMEM TO GK IMPFORM OISMIBIITKKI PER ACRE: DF TNESF TA>•'1'OSi n D,([ lli3 ERM ItER M�� o-10-10 MEND 1]5G yU� 7c DARE 9B117. MVLCtl Om. 1 - APII. i5 L85./KRF /]GETS 3000 CBS./ACRE A000 CBS./ACRE IZOR[(1152A • 50 Ill. 15 - AUG. 15 Ot- MRIlET AG -/ACRE ]SO LDS /ACRE 2D00 LETS./ACRE A000 M IACRE MO. 15 - SC. >D m (tYVJN) t20 IDS./NYE 1000 L85./ACRE 2000 IDS./ACRE A0DO LETS./ACRE D6Q IYPS MRIEDER „• PUMRO Ea 1D �0 _I0� REsraIE •• em.r Mcar2l APR. 1 - SEPT. 30 GAADRASS nGBS.//ACRE 51N IAS/ACK �000 LBS /KRT A000 LDS./KRE RYE (GRAN) p�L05./KRE • DINT MORE LESPmE]A -EN OUMTON Of TENIP04- COVER IS NOT TO FRIEND BEYOND HNC. OUMIRR OE -E. AND LRE SIWL BE CDIRIRMED 8r SINS TEST. 2. SEEMD AIIEA SWLL K CULnRACNED TO EMN SEEDBED AND CP SEED. J. LME AND -TM SWLL K RCORPORATED INTO INS SOA A NNINUN DEMN OF A NCNEs BL OI51(RIG. MLARROITNG, ruNG ON OIHFP NE*NOD APPTq.FD W Tlai CONMKMG aFx n. A. GMMGR is SHALL K ORDmm T•RE-CHU.EO MID SIMLL K PUCm M CMD STDIIKE UNTIL THE OF FUMING. STORE ACCORDING 10 WMIFACTMERS RECOMMENDATIONS, S. GAMKRASS MO RI! (GRAM) -1 R FLAMED A TO 2 INCHES MEP N10 SOIL CIDMEP SIWL 8E MANTFD 0 lb )E INON 0® INTO THE, - 6. GRNN STPww SIIAt. K APPLN qER SEEMD AN- AS A NULON 'MTININ 2' IOIfM M TE RN11AL SEEDRM OPERAON. NO BALE WIOUNO SWLL M WSIBIE WHEN RAND W A MULCHED ME ACEVEO. IF MOPER VMIGTON IS XTNCN CLIAMPS DE s- PEMI E NOT ISSEUE AS A UNFORM COVERAGE IS IXPELRD. ]. MIR HFD IMLET! hA TONES. GWTI WdWILC TKRMG MATERA ON O1HEAPPROVED R NETI005 Is DRCN TRGTMENT SNML a USED IN AEAS INDICATED ON DRINNC AND WNERE STEEP GRADES COIDD GUST - EROSION. a. PRD.IDE TEYPONAR SQDWIG AFTFA CIFANNG AND CRUBBNG OPEPAIION E ME MG IS 1O IIEWM VIfETIMEO FON MtOR[ T11Aa1 IS WDIMIIN, OAK OR K CAFWYA DAK. WXOIEVER IS LEss, PMTaM PCANApIT SEEING MTIM ISM NING GYs IR 60 CMEIgW DAM WMCNEVER IS LF55. M ESTABLISHING FINA1 GRADES. SLOPES SNML K SEEDED NTIRN 21 CALENDAR DAYS. L - THE DISTANCE SUCH THAT I-NTS A AND B ARE OF EQUAL ELEVATION iWMRNWIWAISIWAm YIAAELO ® w� RPA••FMr.�.� .M. z N r Iv NDPE sTAE r IGNGriTM® NRA mas: } • �/ I. USE MNIMUN 11 WAItIE. WiCH PE MET MOIELTON. SLOPE $fA1E t. USE T M NOOOEN S CROSS RCl10N. J. ONLY INSTAL WATTLE j ILDR CROSS SECTION AIIF WTEA' uolBMmc aoP"�"Es A. WSTML A IWIIRRM 0 wmlC TO - 0 5. PROVIDE STAPLES OF WM F 1�1ww•A•A••. .1.1•w•1.0 �••••� 11w♦♦•ww•♦ , L i iO•OOOi O. „ iwR••ww•w♦ IN SON SM PLAN VIEW i ALA NZP TYPICAL WATTLE DETAIL d . �❖.❖.❖. 2�E TYPICAL WATTLE -'I�A I" � , (TEMPORARY) THE SEDINENTATION Po - EOlVVN L ACT AS AMEIOED N 2006 M REDIIIHE M T PERSONS RfsPp1SIM IM LAND-OSURNNC CO.A AE'TET EACH MAY V THE PRDJECT TO - SWE -1 TE •PPR 0 EROSON ANO SFpMFNTANDN -- MAN IS WLNO IOLI.OWFO UE-I- . DOOYI.- R TNEX LNSP[I - TDOR -Cl MTORR 1. 2N0. THE Cl PROGRAM IS SEPARATE - TIE -1 SO OF THE NPDE- STtlMW M PEWIT fat CONSTNACiON ACTWIES THE FOCUS OF THE SELL-I.NSPECTON REPOM R TE INSTALLATION AID AND SEE IIEITANON CMT KAsuRES ACMAOIK TO TE AN'R MAN. THE NSPECTONS MUST K CONDUCTED AFTER EADFI MASS 0 CONTNIIEo UNIT PERMANENT m- C Is ESTASLI511m IN ACCOND- MTN NCO- 1aJA-SA.1 AND Im NCAc QO13TEN SELF-- AVAAARLE AS AN E%CE1 SI NGDSHEET FRp11 NIP://....M.AEM.NRI..M.w/P /NdIN.NtRt n...6Nu. E r0U NAVE qR-IONS df CANI MFASE CONTACT TITS OFIaS AT (.10) --