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HomeMy WebLinkAbout51300_NC DOT_20090908❑CAMA / ❑ DREDGE & FILL r QA��/�� ``{ I -300 GENERAL PERMIT Previous permit # ❑New ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued As authorized by the State of North Carolina, Department of Environment and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC Applicant Name Project Location: County Address Street Address/ State Road/ Lot #(s) City State ZIP ❑ Rules attached. Phone # (J) Fax # () Subdivision Authorized Agent City ZIP Affected ❑ CW ❑ EW ❑ PTA ❑ ES ❑ PTS Phone # ( ) River Basin AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A Adj. Wtr. Body (nat /man /unkn) ❑ PWS: ❑ FC: ORW: yes / no PNA yes / no Crit.Hab. yes / no Closest Maj. Wtr. Body Agent or Applicant Printed Name Permit Officer's Signature Signature "Please read compliance statement on back of permit ** Issuing Date Expiration Date Application Fee(s) Check # Local Planning Jurisdiction Rover File Name Statement of Compliance and Consistency This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian landowner(s) . The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certifythatthis project is consistent with the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: ❑ Tar - Pamlico River Basin Buffer Rules ❑ Other: ❑ Neuse River Basin Buffer Rules If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215) for more information on howto complywith these buffer rules. Division of Coastal Management Offices Raleigh Office Morehead City Headquarters Mailing Address: 400 Commerce Ave 1638 Mail Service Center Morehead City, NC 28557 Raleigh, NC 27699-1638 252-808-2808/ 1-888ARCOAST Location: Fax: 252-247-3330 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 Fax: 919-733-1495 (Serves: Carteret, Craven, Onslow -above New River Inlet- and Pamlico Counties) Elizabeth City District 1367 U.S. 17 South Elizabeth City, NC 27909 252-264-3901 Fax: 252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Washington District 943 Washington Square Mall Washington, NC 27889 252-946-6481 Fax:252-948-0478 (Serves: Beaufort, Bertie, Hertford, Hyde, Tyrrell and Washington Counties) Wilmington District 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 910-796-7215 Fax: 910-395-3964 (Serves: Brunswick, New Hanover, Onslow -below New River Inlet- and Pender Counties) Revised 08/09/06 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR Mr. Stephen Lane, Representative, Division of Coastal Management North Carolina Department of Environment And Natural Resources Division of Coastal Management Morehead City District 400 Commerce Avenue Morehead City, North Carolina 28557 ATTENTION: Mr. Stephen Lane NCDOT Coordinator July 31, 2009 EUGENE A. CONTl, JR. SECRETARY Ac 7 2009 Morehead City DCNV Subject: Application for the General Permit for the Installation of Aerial and Suaqueous Utility Lines With Attendant Structures in Coastal Wetlands: Estuarine Waters: Public Trust Waters and Estuarine Shorelines. Utility Relocation for the Proposed Five Bridges on NC 304 in Pamlico County, State Transportation Improvement Program (STIP): Bridge No. 31 over Vandemere Creek (B -5129-B); Bridge No. 35 over Little Vandemere Creek (B 5129-C); Bridge No. 40 Bear Creek (B -5129-D); Bridge No. 42over Gale Creek (B-5129- ); and Bridge No. 44 over UT to Jones Bay (B-4594), Federal Aid Project No. BRZ-030=4(3), tate Project No. WBS Element No. 42287.1. The North Carolina Department of Transportation (NCDOT) proposes o replace five bridges on NC 304 in Pamlico County. Please accept this letter as a request for a Coastal Area Management ACT (CAMA) Permit, Section 1600 for the above referenced projects. The existin sewer and water lines presently located near these bridges will be relocated using the Directional Bore Method. Bridge Nos. 31,35,and 40 presently have both water and sewer lines that will be relocated Bridge Nos.42 and 44 presently have a water line only. Please see the attached plan sheets for detail of the proposed relocations of these utilities. The following information is provided for this utility relocation project: U.S. Poastal Return Receipt certification cards from adjacent landowner notification packages, plans,profi es and maps which identify the project sites. ALLI-NO ADDR_-SS LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: (252) 830-3341 P.O. BOX 1587 DMSION OF HIGHWAYS GREENVII LE, NC P.O. Box 1587 WEBSITE: WWW.NCDOT.GOv GREENVIT LE, NC 27835 If you have any questions or comments concerning the project, please contact me at (252)-830- 3=490. Thank you for your assistance. Sincerely., Jay B. Johnson Division Environmental Officer Division 2 NCDOT AUG 7 2009 'Morehead City DCM Page 2 March 6,. 2009 x A�1� � zquy city DOM The recommended replacement structure for each bridge.zs% ezcored slab deck with a clear roadway width of 33 feet.. Table 1 shows the existing bridge length and the proposed bridge length for the five bridge replacements. Table t, Existing a[nd' Prone sped Rridq'p. T;enuthc Bridge Site Existing Bridge Length Proposed Bridge `. Length B -5129B, Bridge No, 31 over Vandemere Creek 87 feet 120: feet 8:-5129C, Bridge -No..35 over Little Vandeinere Creek 52 feet 7 inches 85 feet. B -5129D, Bridge No. 40 over Bear Creek 52feet 3 inches 90 feet B -5129E, .Bridge No. 42 over Gale Creek I OT feet 6 inches 120 feet $=459'4, Bridge No. 44l over UT to Jones Bay 52. feet 80 feet The approach roadway will bald' the existing horizorital:alignment and Broadway width. It Will: also beat approximately the same elevation as the. existing roadway_ Deck and roadway drainage will bemaintairred at approximately the same slopes as the existing structure and roadway approaches_ No deck drains are included in the project. The bridges are all located within the Neuse River Basin and US Geological Survey hydrologic unit 03020105. The North: Carolina Division of Water Quality (NCDWQ) has designated a best usage classification for each stream and its. unnamed tributaries (UT) as shown in Table' 2. . Table 2. NCDWO 1ndex Number and Rett Fcnvp �'�acc: ration Stream Name i DWO Index Number Best Usage !Classification Vandemere Creek 27-150-15 SC Sw — NSW Little Vandemere Creek c 27-150-15-1 j SC Sw — NSW HQW Bear Creek j 27-150-28 SA HQW -NSW Gale Creek 27-150-31 A H W - NSW UT to Jones Bay. 27-152 A HQW - NSW There are currently no outstanding resource waters (ORW)r drinking water supply waters (WS -I and WS -IIS within a one mile_ radius of the project stu y area. The 2008 Draft 3103(4) list (dated January107 2008) or the 2006 Final 303(4) list (d ed June 19,.2007) indicates impaired waters located within one mite upstream or downstream of Vandemere Creek, Bear Creek, and Gale Creek are due to fecal coliform contamination- Ju,7sdictional wetlands are located immediately adjacent to,th existing bridges. Avoidance and minimization measures have been incorporated to the extent possible; however, impacts to jurisdictional resources will occur.. Permanent impacts to coastal wetlands include fill materials required far widening approach roadways at new end bent locatiow, which is to conform. to current design standards and to accommodate guardrail installation.Permanent surface water impacts include placement of interior bent bridge supports in the channel and rip rap for 0 slope stabilization at view end bent locations: Page 3 March 6, 2009 a '74 AUG 7 ?tm Morehead City DCM Existing relic wood pilings: located. in the water at the bridge locations will. be pulled' out of the channel because they pose a safety hazard. Sediment curtains will be used to ensure that sediment releases from this activity Will be contained to the immediate location of the pile removal operation. Constriction equipment will be operated from the existing road surface and/or upland areas and will not enter wetland areas. As of January 31, 2008, the U. S, Fish. and Wildlife Service ([TSFWS) list of protected. species includes six federally protected species for Pamlico County (Table 3). Table 3, Federally protected species listed for Pamlico County Appropriate habitat for shortnose sturgeon is available within `'Waters of the. five bridge replacement sites; According to NCNHI' Virtual Workroom records, in plated on September 23, 2008; shortnose sturgeon has been observed in waters of the Neuse.River and Pamlico Sound south of Pamlico County Shortnose sturgeon is a mobile species that is expected to relocate to avoid construction activities, therefore, project construction may affec but is not likely to adversely affect, this species. There are no viable options for use of an off-site detour and existing traffic must be maintained on one lane during bridge constructtion. NCDGT requests eief from nmoratoriurns in ,eater work to allow com -etion of this project concurrent with e i •ur adjacent bridge sir. salon« N C 304. Work canoe com-D"e't-t l 271 one construction season ;vh ch,,ill cause -MM -11. ' disc upuon to pur;lic school bus tragic. Federal Habitat Biological Scientific N.atne Common Name Status Present Conclusion Alligator American alligator T(S/A) Yes Not Required mas•.siss iensis Le dochel s kem ii y P Kemp''s ridley sea E No No Effect turtle Picaides borealis Red -cockaded E No No Effect -woodpecker . Aciperzser brevirostmni Shortnose sturgeon. E Yes MA-NI,AA T'richechus manatus West Indiana manatee E * No No Effect irysimacl is Rough -leaved irs erultte olio Ioosestrife E No No Effect E —Endangered MA — N .AA — May Affect -Not Likely to Adversely Affect T(S/A) — Threatened: due to silriilarity of appearance * - Historic record (the species was last observedin the county more than 50 years ago) Appropriate habitat for shortnose sturgeon is available within `'Waters of the. five bridge replacement sites; According to NCNHI' Virtual Workroom records, in plated on September 23, 2008; shortnose sturgeon has been observed in waters of the Neuse.River and Pamlico Sound south of Pamlico County Shortnose sturgeon is a mobile species that is expected to relocate to avoid construction activities, therefore, project construction may affec but is not likely to adversely affect, this species. There are no viable options for use of an off-site detour and existing traffic must be maintained on one lane during bridge constructtion. NCDGT requests eief from nmoratoriurns in ,eater work to allow com -etion of this project concurrent with e i •ur adjacent bridge sir. salon« N C 304. Work canoe com-D"e't-t l 271 one construction season ;vh ch,,ill cause -MM -11. ' disc upuon to pur;lic school bus tragic. .w. ME" AUG 7 2000 LEGEND h d City tvEILAND BCUNI3clkrAEdY E _. __. "O OSEO B =E ... k!c T.L.hN.D -r PROPOSED BOX CUL VERT D€tJ07ES FI.C. Iav � ilE-l.AND t.F"G'}St-fPIPE CULVERT 4. 12� - 48' 1 0EN0Ti=� 1=ILL .IN : iIJASHEp LANES DENOTE PIPES / SURFACE WATER EXISTING STRUC-WRESa 5q` PIPES ABOVE pENQTES, FILL iN. SURFACE' x4TER (POND)GL TREE r,JAI r. y DiENCTFS. 'TEf iPbRAR FILL IN VlETLAaOwCODS -LINE .: /ibE' OTFS EXCAVATION gra :lETLattO. DRlaN�iGE INLET GENO.tES: i'lrxtr Ui?:'t'ZY.. jf Fl;_L IN SURF ACE A'ATER — )s00T4;A0 / G N.CTHS HANDT CLEARING bE NOTLS :MECHANIZED. GL.EARINIG R"P RAP —�- —a FL.0 C'IREC.TI,ON. _ A0JACENT PROPERTY US•lNER Tg .:OR PARCEL NlJMB.ER TbF {JF BANK I AVAaLnELE llE EDGE OF v!4TER. t�I#O�?, L:1Pt7:j' OF. Elj? V._ -:5I PREF OR . ELQ -SC.OiJF,: HOLE _..__... - ..F PROP. L1 _iT OF F:IL4. --{ LEE SPREADEn .(LS) :. Yy — PROP:: RIG1iT OF IdAY _ RG�__ �.NATURAL .-Rbutgo � -�" i DITCH: .01446S SWALE --`SAE.-- 1 EN,P DF2AIhlAGiw '! Ll% L'} DENDTEE IMPACTS TO EASEMENT !,,tt BUFF ERi 7_QPIE i f?OE PER-MANENT DRANAGE E45EMEN7 DENOTES IMPACTS TO BLrF!- EAB— EXIST. ENDANG RED .R ZONE 2 ANIMAL. BOUNDARY -EPg —W EXJST:..EN[jAN6. ERE.O PO;a3 BOUI•tDARY ---• _ - --- t;NATFEt: SOR ACE - :�"CDOT x, x X..x x I._IV€ S.TAK_S x x : 7JI� SIQ�T OF EiICNii';�3'S s x. R:t3�f E. D E R 41NI ,ICOr COUNTY PROJECT., B-459,4 r ---- CORE FIBER ROLLS 1VBS XU, R, i vtx �Fu� GE.flO.TES AREA T:© 3E, EXCAVATED RE11 Pt CE 3RlDG . •. ONT .NC 3,04' OVER JONES :BA:'YY' 71/1 69 t, .• Aariev+'- Ra^eo+adfle; ",% •� 4 - �. \ $4; •,�:": - r � � �. yrC`: rERlYi kN•r - _ -\ i Pial. -♦a. iti...!R•>. � CrrySeiasCS_ 15011rte1Yv,1 Famt+cu&�, �` � ._ r-`.-- ,45° ,li \ ,. ,.. `• .. :.,3 iL •. ...ra.+o.rc.• -- 76) `•� ■� G,�Aetinir} -• _ 'E.M li i Hahv:l 304 ;t Kash Corners `; �'__ :inn Mar Ml •� Granlsborc 2 Barwr Bfidt r 1 i iofl� lF!PDafs� i\ ,,. AIIh C2 Project Vicinity I1 a .L acc lanrtnlgrtauN+440'- 6;;,,: S Ja•��sS rj :1 Tat ,55)1 ea'nue° ; •M yl �'p � CFUAR V�•c' I1N Cr e - Q Sutn� y�° ��--_�•�•� ...4 1 12)`A LIC. rrrr 3 HAL 9. :mvf Figure 1 AUG 7 2009 Project Vicinity B-5129 B through E, B-4594 Bridge Replacement Projects on NC 304 Pamlico County, North Carolina B -5129B Bridge No. 31 over Vandemere Creek B -5129C Bridge No. 35 over Little Vandemere Creek B -5129D Bridge No. 40 over Bear Creek B -5129E Bridge No. 42 over Gale Creek B-4594 Bridge No. 44 over UT to Jones Bay .ani4' w 4+S North Carolina Department of Transportation \y� -�- a- - _ -� '� --*- — - w►i — '�' �'- % _ �`—) - -�-- j 7�� ��•�f moi` � } i Gibb Point �7,1 7-0 304 Legend County Boundary clic Roads Sa va ,d��� #fie. Po 0 Bridge Lccat?ons 0 0.5 1 2 cm"F C� s Miles USGS 1:24K Maps: Vandemere, Jones Bay ncer Poiat South Creek and Lowland PROPERTY OWNERS NAMES AND ADDRESSES REFERENCE NO. NAMES I WEYERHAEUSER CO. BAY RIVER 2 METROPOLITAN SEWER 3 MELVIN RAY SUGG 4 LOUISE P. GOODING 5 CLAUDE CARAWAN HEIRS ADDRESSES P.O. BOX 1391 NEN BERN, NC 28563 BAYBORO, NC 28515 6583 GUM SWAMP RD AYDEN, NC 28513 100 HICKORY ST APT. D202 GREENVILLE, NC 27858 967 LEE FAR31 RD ORIENTAL, NC 28571 AUG 7 200 orehead ON D� NC ®1T DIVISION OF HIGHWAYS PAAILICO COUNTY PROJECT: B -51-99B WBS NUMB R: ?2287:1.1 REPLACE BRIDGE "31 ON ATC 504 OVER VANDEMER E CREEK SHEET 3 OF 8 1 / 19 ?' 09 L r. PSI gg -WE v c „ „s 3t X.. .arcCf i r 7 XiJ.-c 4 N'. .. -� �- n �Z'CikgrL#n#YSLVr r�Ki ;��C�3u#Su �Yi.1L�{.i 3lip nIMM i— / pa ciinrurk .k - ��-. x�Erw r�xnr�ir!+: rr r r � r s u: .sn¢xs�� "MZ O'_ l 8-51298., M, A RM W. MR tf It i .. ___ ,,,..,...-.F � _......._ '# t _ •tea Jr ¢ �.ti:` JJ' 3 8u �c`9 ��.?:'�'M �^ � �` m.�--�,� _ moi.: • ."r-iCrr f•�y . 3 � � 'ra `:� J ��.- � t •� _ .raw �Y. I 3 .� , •a �.. ��.rbye n ( nF t Legend Mail- L--j Study Corridor . PROJECT VICI ITY F epared For. B-51298 Figure Replace Bridge No.: 31 on NC 304 over Vandemere Creek if< .Pamlico County, Naafi Carolina 0 0.25 0:5' 1 Miles. 1:24;000 USGS 7.5• Mirwfe Topographic Uandemere and :;ones'8ay (Contour IMervai 5 Feet; (1 ` �y'�.l l` tat ',ti i i7C Y�•,'.j2 .K# cfr's��itjcY4v5MIN- 5g `r rsdiyppm` a,}'+�!Y.kYw a"a� 'SCG nmtlY !rn NYi k�')�„ Ai - Y`S�+Sii'T.t'.•i S�*x kY F ItYy �i�'Y 4gtl s.�2n. E xs'b sm. N Y xs i �L frr us ofl �v QTS viers. .. 1' E of pn¢^rrm Y y E IN 4 4.0 . !S_'"PG J2L_ 33. YL y�� ort 6i:��}'�(Qp��AmpmSbtmRm LY Y � iC 'M 19Yim SblCi% NO ^i~.,.:_-� 1..,s�p,.....w'ur`'y'7� ._ cm2smr c �- }t, .'. n+ . ^::Rye �'•Ns a x� 'x a`mnc xaR s 'xYE'*".n!� -�mw% Ms t .' +� WIN, . s e .ulxrk... •YG % 4i.: .:. N;AN N zS .. 1` `vS�bkM ,t 4 1,�Sf�'xY- im oiiL 'a#,., 'ts.., t �i3�m'=+fin+' t.''t'4' „y nmau�a3raea. 'yy#P"��' y _ 4i... �qr t� ma+ a niI 'se ffl gi ff . �ti r ;d fxt } r � + It CDvT DIMS flN OF I(3HW_.YS PA NILICO Cu U=4TY _ - --� I ECT. B 5129B WB .)NUMBER- 49-28711 SCALE: 1" = 15.001 REPLACE,. :BRIDGE #31: NC. 504 OVER VANDEMERE CREEIK.. :SHEET .. 2 OF . 8: 1!`19/09 PROPERTY OWNERS NAMES AND ADDRESSES REFERENTCE NO. NAMES ADDRESSES 1 JAMES B. JONES 10237 NC HWY 304 BAYBORO, INTC 28515 2 MT_ OLIVE MISSIONARY BAPTIST 1.012 BAY STREET MOREHEAD CITY, NC 28557 3 RUSSET, L. JONES 89.4-0 NC HWY 304 BAYBORO, NC 28515 N C 1 O JL DIVISION OF HIGHWAYS PAINILIC COUNTY PROJE : B -5129C REPLACE BRIDGE X35 ON NC 304 OVER LITTLE VAN EMERE CREEK SHi ET 3 C: 9 f I3 t 75 ,,..o k-., I A r PPC) -C' LCC , P,ecara: For rig Lim Replace Fridge No. 35 On NC 04= QU2i Lt.ie Vaf1GOM?,`„ CJ(8ek 4 Pamlico County, North Carolina 2 0 0.25 0:5 1 Miles 1:24,000 USC3 7.5- % inuta 7opcgra; 1, t. Vaneemere and Jones Say-,;Cortourintervat 5 -eet) l - --- - - -- ?009 s� X11 �,,�:--�•'�s�.kLJ� • �`\ J �, �� ter'.,'. i ��, f'. J •1" li �. ��•-�' �_ o-..:�� �' �l � `'� '�./IL }h�lAA,, ii i �-7 ��, � � __ _ �, . : _'� _3 Kit xs' C -•.. `�� ,. \ ` �i _�`_ Point o IN s� TOPO AP SCALE: 1" — 1500, CDOT DIVISI N OF HIGHWAYS PAINILICO COUNTY P OJECT: B-51290 REPLACE BRIDGE a5 LITTLE V NDRi MERE CREEK SHEET 2 0F _'.. . 4$ Ing AUG 7 20'9 itir Dcm, CDOT DIVISI N_ OF HfGHWAYS VICINITY 1 PA LICO COUNTY ,.I P OJECT: B-5I29C gg _, t� i _l �_ R GLACE BRIDGE S5 C7i C :304. OVER LITTLE t': i I)KME-RE CREEK I SHEET OF JPIR OP RTY OWNERS NAMES AND ADDRESSES REFERENCE NO. NAMES Pt6 0wj� Z009 MoreneaCity DCM kDDR PS.,;R. JOSEPH E. WOOD 1929 CIVIETUAIN RD SW SUPPLY, NC 28462 2 PAYMOND IA ORNDORFF. JR. ;0586 I NVY 304 BAYBORO. NC 23515 3 GARY B.FUTCN 1095 UPPER NECK RD BAYBURO. NC 28515 NCDOT DIVISION OF HIGHWAYS PAMLICO COUNTY PROJECT: -5129D WBS NUMBE :. 2237.1.1 REPLACE BRIDGE �=0 ON NC 30* OVER BEAR C EEK �ScI 1T S OF 7 1"19/09 L 4 0, Ai u _ _ yT , it - t i �•-`-.....,. 1 `-�1 .t tJr CA- �- �ny�' - ` ...�- �' X. ri mrd. - - LegendrD. Study Corridor PROJECT LCCATIPN _ Prepared For: B -5129D Figure Replace:Bridge No. 4a on NC 304 .over Bear Creek Pamlico County North Carolina. l? 2 0 0:25 6.5 Wiles 1'24,000 USGS 7 5- Mnute Topngiaphx Vandemerwand Jonas Bay (Contourimervat 5 Feet) TC OT DI5 NT OF HIGHWAYS VICINITY FA LTCD COUNTY �`MAPS�� �';BS NUAtBER:42287.1.1 ! .���.:i S [�I;I?L CT BR.II;G% �`=0 - 0.141 NC 30� OVrR 'AEAR CRrEK S II F_r 4 :U1'= -7 L ISf"[ly. REFERENCE N' 0. 1 2 3 PROPEARTY OWNERS NAME$ AND ADDRESSES NAMES CARL S. RUSS JOHN PAUL JOINTES STANLEY L. STYRON. JR ADDRESSES 1009 WROTH STREET PANAMA CITY, FL 32401 12040 ITC 30; BAYBORO. NC 28515 400 HALF MOON ROAD BAYBORO, NC 28510 AUG 7 2 Morehead Gsty DOM NG DOS' DIVISION DF HIGHWAYS PAINILICO COUNTY PROJE T: B -5129E REPLAC - BRIDGE U42 OI�T \T 304 OVER GALE CREEK SHEET 3 OF 10 2-22-05 af NORTH CAROL IN417,ore'ieadci�y®CM u N —TO Awau BRIDGE #42 GAME' LAND Goose CkM RANO �p 'r• NOP. 390 ate• .f HOLLYV INN REQ SH (CAGO 100 ff v _ .v Cf• LIM- E f ]m = SoNsJ� 3 ANCIEMERE ,.c ygEt ry'p�r 114 ? •- »> � ;.•°a ' N D O 11 DIVISION OF HIGHWAYS VICINITY PALL LICO COUNTY PROJECT: B -5129E MAP15 RF,P(,ACF BRIDGE U42 ON NC 304 OVER GALE CREEK _ SHEET OF 10 ;-25-75 DOT DIVISION OF HIGHIVA $ PAr'MLICO ODUNTY PROJECT:-B-4594. WBS NUMB 8:42287.1.1 REPLACE BRIDGE '44 ON NC ZU OVER JONTES BAS' ;T . O 1 19 -_ _--�►,Q CUu'1 _ �._ :.jir„'-2ti -.g r: _ 1^ f, .x=` . �;r- • _ Y �'c "�� _ �'' �*,8. •?_ - ; N ` � ��� ifs ., � - � - _- al �1_• - j,. ='�• 4: 'i_``-. „ _ - is'=� - .'9 - �((•• tam iN ,$27*7� :�' ii►_ ..-•Y. -� Yom' - _ •.3•-.i•.: (` �- t -,..4=may_' - :er =#- ;' 1�.�=�- +�- ^ ~ "x w: a5t Y �'►q — _ 1�' �!f - �-'�. r '`_:�, •�;�; �:- i�_ . �r-..-�• _�'' ._" ' '4 �- - `'i �, Fffi-.gyp,'. Iti t. � 3'_�, �., `•- _ s'•�..44 �- =—r :r. � 1 .� - -_ � a '! �l 3q. �ti13p1* 1� GODSE 4. ..1 ';,� .., .. _-,.--- _4-- .`i:+' _ ='f-"_ .�� �� �` ���-� +�_y._ aim -,• t•-,� V _ �~'•- �� .-¢ Jam- �-•='.Y `T'Z,.� _,,-g."-s�d}ss1�t�.-T.?tVi.�_-_.,'•i 'r--tir-- t't 1ti Pi?.f%` 4 mec �'i V`_• j - J. +t '::- _? ;y a-- __ - _ F - '` �- J -�• _ -J.�-- ��r Tom' \0;•' 1 B-4594 ' = y _ }_{ j �, .c� _ C? ' _4 gill • . �-,,r =tPg. Legend Stud7Corriidorl PROJECT LOCATION Prepared For. B-4594 Figure Replace Bridge No. 44 oon NC 304 over UT to Jones Bay r� Pamlico County, North Carolina 0.25 os Miles - t 1:24,000 jFy USGS 7 5- Mhute ; opogmphc Vandamere and .;ones Say (Contour mteml 5 Feet) QUA w ef heact Pk 11 rs"CCeek ---S T --A-' ...... .... JONES BAY: 4�1 -'N 7 LE Bay Hai ...... .... 0 4 f1c fK I L-7 Z CD® 1L DIVISION OF HIGHWAYS PAI 4LICO COUNTY TOPO MAP P 11OJECT- B-4594 WBS NUMBER: 42287.1.1 SCALE: I" = 1500, REP ACE BRIDGE '144 ON INC 304 OVER JONES BAY SHEET F 7 1/19/09 i1 NORTH CAROL_f\, AUG7 'OU T Y I —� cr+Ecx \ GAME LR® BRIDGE +py MESIC - - - - T ' POP. 750 _ 1CJ191 CNMEij.' +�..v^ ` POP.100 'II `1 VICINITY 1 j MAPS 1 1230 ` �+ 1229 - -1245 ' y' - - 33 �' • '\' I 'I 1228 A �' H S L 1249 ' 1 28 \� • 1238 .2 1 z 04, ` , C 107, ' DIVISION' OF HIGHWAYS PA LICO COUNTY PROJECT- B-4594 lt'BS NUMBER: 2237.1.1 1 REPL a CE BRID"GE " O\ .\C 30y OVEN, A .. CERTIFIED MAIL RETURN RECEIPT REQUESTED Julv 31, 2009 Bay River Metropolitan Sewer Bayboro, NC 28515 To Whom It May Concern: This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation plans to relocate the existing water and sewer lines. The method of installation will be Directional Boring. This Utility Relocation is associated with the replacement of Pamlico Bridge Number 31 which is onsite of his/her property located on NC 304 in Pamlico County. The sketch attached accurately depicts the proposed construction and relocation. Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and return as soon as possible to: Mr. Stephen Lane, Field Representative N.C. Dept. of Environment and Natural Resources Division of Coastal Management Morehead City District 400 Commerce Avenue Morehead City, City N.C. 28557 Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice. NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION. V- I have no objection to the proposed project as described in this I have objection to the project as presently proposed and have J zz,41k (Signature) s d (Date) comments. AUG 7 2009 Morehead City CCM v� jj \ 1 I dz 304 30 VICINITY MAPJ LEGEND EDP EDGE OF PAVEMENT CENTERLINE ROAD R/W RIGHT OF WAY GR GUARD RAIL ID INTERIOR. DIAMETER — NEW EDP — - - — NEW BRIDGE — — — EXISTING 6' WATERLINE - - B' DIRECTIONAL BORE HOPE T T T GUARD RAIL NOTE APPROX. 428.5•= OF 8' HDPE DIRECTIONAL BORE EXISTING 6' WATERLINE Z TRENCH BACKFILL LASTIC/METALIC LOCATION APPROXIMATE -\ IDENTIFICATION g AND CAUTION TAPE. R/v S'Jr TPa=R P -,_E:+ wIREv �Ur-- - / % EDK REQUIRED FCR PVC �:,.IP,M F—j NEW E' VALVE PIPE INSTALLATION. APPROX . 30• CL B°"'-",`• FROM END OF NOTE �».„ .. .T GUARD RAIL� E' WATE ' MIN.ALL WATERLINE BEDDING SHALL BE / E0P ]4 SQUEEGEE MATERIAL, 100% BY wEIGHT. M?T_tJ '!��•a:,a"i.i�c' SHALL PASS THROUGH A 3/8° SINE, VALVE BOX DETAIL FOR N. R�M�N. 0% TO 5% SHALL PASS THROUGH A •200 SIEVE. VALVES SMALLER THAN 12° NTS TYPICAL 'WATERLINE TRENCH SECTION NTS Z . // ✓ Gln / r NITRILE RUBBER GASKET / PVC GRIPPING HDPE GRIPPING TEETH T'ccTH / � THIS DOCUMENT ORIGINALLY I SS's_ ED AND SEALED BY THOMAS W. HARWELL, P.L.S., NORTH CAROLI A Pi - /. / 1 -REG I9STRAT ION NUMBER L 1596, ON 19 sJ111dE ____ ; e �;;/36'-10' // 01 j / / PPIPE HOPE PIPE G7 2t7_Q-_ , THIS MEDIA SHALL NOT EE CONSIDERED c j �'`� � < / A CERTIFIED DOCUMENT.l� 1 /. - - - I BDLTS/NUTS IC 2' OPERATING C' / f•\ E / T -- - - _ DUCTILE IRDN cc NEW 6- VALVEAPPROX. 30' FROM ENO \ /• GUARD RAIL � H 6 EXISTING 6' WATERLINE LOCATION APPROXIMATE //'•u' / x./`11.0 �. �E41lN / / P;4 ! /� 22 EOP EGP R/v 20 10 0 20 40 SCALE FEET 0-RIN 0-RIN I (I I QE AMERICAN AVK RESILIENT MJ SEATED GATE vALVE. 200 PSI - 25/60 DR APPROVED EDUAL. II_ ISI II PLAIN END PVC PIPE C -i RING TO HDPE PIPE TRANSITION COUPL I I NTS NO E" RESILIENT MECHANICAL JOINT GATE VALVE DETAIL NTS VALVE BOX DETAIL NTS � N W -Z J Q Z J = a Z J W v z ¢ u W W D O N > C w N s = N J w z CD Q z o U w N m N N A f `N 0 0 u Z U W �, U z W c� 0 CO a 0 J W CL.J Q0 W z o c� (] W ~ OD U W J CC wm o F- a 3 a Y z LLJ W W o {— cr cc r^ U U V% 3t4 304 �031 VICINITY MAP LEGEND EDP EDGE OF PAVEMENT E CENTERLINE ROAD R/W RIGHT OFWAY GR GUARD RAIL ID INTERIOR DIAMETER — NEW EDP — — — — NEW BRIDGE — — — EXISTING 6' WATERLINE 8' DIRECTIONAL BORE HDPE T T T GUARD RAIL NA TRENCH BACKFILL LASTIC/METALIC Z IDEIJTIr 1CAT IQ4 AND CAU I PIPE BEDDIN 12 SOFT CC'PPER NI TRACER WIRE REQUIRED FOR PVC i PIPE INSTALLATION. i ` NOTE T. MIN.SQUEEGEE WATERLINE BEDDING SHALL BE 6' WAiE '9 —' SQUEEGEE MATERIAL, 100'/. BY WEIGHT. MAIN `_�� SHALL PASS THROUGH A 3/8' SIEVE, �8 N. 8' M N. 0% TO 5% SHALL PASS THROUGH A -200 SIEVE 1 TYPICAL WATERLINE TRENCH SECTION NTS f4• Lercrrsr to.rn['.f mu.. NEW 6' VALVE APPROX. 30' FROM END GUARD RAIL VALVE BOX DETAIL FOR VALVES SMALLER THAN 12" NTS IJ / NOTE: APPROX. 427.8' . OF 8HDPE DIRECTIONAL BORE /1-1 5 � ` 33'- 10'V�G NEW 6' VALVE APPROX. 30' FROM END GUARD RAIL e so� P EXISTING 6' WATERLINE LOCATION APPROXIMATE w / 60, Gtr, / cp NOTE V V AMERICAN AVK RESILIENT SEATED 'GATE VALVE. 200 PSI 25/60 OR APPROVED EQUAL. /P vGP EXISTING 6' WATERLINE LOCATION APPROXIMATE SG 9 6 G PVC O O 2' OPERPT INT NUT ORINC RING PIJ 20 l0 0 20 40 SCALE FEET THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY THOMAS W. HARWELL, P.L.S., NORTH CAROLI A REGISTRATION NUMBER L-1596, ON19_JIJDIE_____ 20 -FL_. THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT. r ... w..i G" RESILIENT MECHANICAL JOINT GATE VALVE DETAIL NTS c PLAIN END PVC PIPE TO HDPE PIPE TRANSITION COUPLING NTS VALVE BOX DETAIL NTS v; Y N � Q Z Z w m L) Z w m w¢o¢ m w ¢ > n Q It L � C Q � N U w m N a e N o a� a zu u n U U Z w O Q DO U 0 J w0 Cl-w z � � () _ w I— GJ U J w cc: w 0 a 3 0 u > W N I, L0 z Ch cLLJ r 2 O W cr ( W } m ; Lu Q M Ld O Dg: UW � �� o �ZOmLL' m o O Q U O L CS ow Z , uji aln v0a w � w O � 3 ❑ In O m J w Z 3 U m 4 w J < o Q D_ SCALE. 1' 20' DRAWN, RNH CHECKED, JNG APPROVED. TVH DATE: 05-12-09 DWG. NO.. GL -2413 O cn 304 NATURAL GROUND LEVEL / - TRENCH BACKFILL LASTIC/METALIC "EerrNs Ro ? IDENTIFICATION AND CAUTION TAPE. uo qn 4' ""tet SR 122. a. D 36 N TP IPE BEDO IN 12 SOFT COPPER TRACER 304 S I N REQUIREDIRE FOR PVC PIPE INSTALLATION. BEAR NOTE CREEK 4' MIN.ALL WATERLINE BEDDING SHALL BE NEW 6' VALVE 6' WATEAPP VICINITY MAP MAIN SQUEEGEE MATERIAL. 100% BY WEIGHT. FROM E. 30' SHALL PASS THROUGH A 3/8' SIEVE. VALVE BOX DETAIL FOR FROM END alp 8' MLN. ,8' MIN. 0% TO 5% SHALL PASS THROUGH A •200 SIEVE. VALVES SMALLER THAN 12"GUARD RAIL NTS TYPICAL WATERLINE TRENCH SECTION LEGEND NTS / EDP EDGE OF PAVEMENT CENTERLINE ROAD R/W RIGHT OF WAY GR GUARD RAIL ID INTERIOR DIAMETER f/ — --- NEW EDP — — — — NEW BRIDGE — — — EXISTING 6' WATERLINE / — 8' DIRECTIONAL BORE HOPE T T T GUARD RAIL 6 / NOTE: APPROX . 500' , OF 8.HHOPE DIRECTIONAL J / / 6002L qfj ta N ' WAT RLINE ' t� LOCATION APPROXIMATE W 6' VALVE ROX APP. 30' FROM ENO / �GUARD RAIL xf,j'.s'' 10 ' ply / THIS DGCUHEN T ORIGINALLY i SSUc A:'�D 5= ALED !?Y THOMAS W. Hr1FINCLLv F. L. ^!OR i H CAROL I PECItiT=saT ON \;ljvSER L-1595.-- 2002--" THIS MEDIA SHALL NOT BEJCONSIDERED A CERTIFIED DOCUMENT. 20 l0 0 20 40 SCALE FEET EXISTING 6' WATERLINE LOCATION APPROXIMATE –EDP TO �ND10 2. OPERATING MT\ p -RIM I r PlIz iIN 1B 1 � � .AI•iG l �ll�! G" RESILIENT MECHANCIAL JOINT GATE VALVE DETAIL NTS Pc GRIPPING TEETH NITRILE RUBBER GASKET NOPE GRIPPING TEETH PVC PIPE I HOPE PIPE � �BOLTs.iuTs DUCTILE IRON HOUSING PLAIN END PVC PIPE NTS UQ–TE AMERICAN AV K RESILIENT SEATED GATE VALVE. 200 PSI 25/60 OR APPROVED EOUAL. VALVE BOX DETAIL NTS Z W � 0 DO u O J w J LL, z = m 0 w H GO U w Or CCLU O 3 i cc S E G J i LLJ o N ¢ o (n Ld \ ¢ W V z > N n i9 O N Co N W �N �— @ Y w W 0 t; i 3 Q (h P Z ct ay u o E> Z N w m o a zOw N �0` a 3 Lu DO (LN G gO to u o U) 0m 0 OD w L N w z 3 w W GO s w Q D_ SCALE: 11 - 20• I''PECXED: ..NG APPROVED• TWH DATE: 05-12-Oq I'OWG. NO.. GL -2410 ' NEW 6' WATER ry / VALVE APPROX. r22? W 304 / ? '0 FROM ENO OF may., a GUARD RAIL 14 SR 1224 , a$ ? O304 BEAR CREEK VICINITY MAP THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY THOMAS W. HARWELL, P. L, S., NORTH CAROLI A � REGISTRATION NUMBER L-1596, ON 19 JU_N_E_ 2003- THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT. LEGEND EDP EDGE OF PAVEMENT / CENTERLINE ROAD .. / y OR 1 I / Ry� / Q / RIGHT OF WAY OR GUARD RAIL [0 INTERIOR DIAMETER --- NEW ERP — — — — NEW BRIDGE --- EXISTING 6' WATERLINE B' DIRECTIONAL BORE HOPE T T T GUARD Rq[L f / y GR LENGTH 43.-9. / ,O 10 RADIUS // NOTES , APPROX. 465' • OF36 1 �/ ,,,•; /! -` 8' HOPE DIRECTIONAL] / �?;; B BORE Alto nPOLl S: pP /• a Itt 33 0 •'//r�/ / 20 10 0 20 40 4� 2 / SCALE FEET 0/ f '' �• -- �— , 2' OPERATINGX � / NUT / /' / C4CFS cki 4 , / 0-R IN EXISTING WATER LIME APPROZIMA LOCATION TE1 f// 36 I I NEW 6' VALVE APPRc s0'F=_ / / /' j 1� l�`.. Lim ENO GF GUARD RAIL �I iTRENCH _ iii dq� i P_ cA�i PLASTIC/METALIC IDENTIFICATION AND CAUTION TAPE. PIPE BEDDIN 12 SOFT COPPER N TRACER WIRE REQUIRED FOR PVC PIPE INSTALLATION. NOTE 6' wATE J4' MIN -ALL WATERLINE BEDDING SHALL BE MAIN 0% BY WEIGHT, SHALLGPASS THROUGH A EE A03/?' SIEVE, 4 My N. 48' M4N. 0% TO 5% SHALL PASS THROUGH A •200 SIEVE. TYPICAL WATERLINE TRENCH SECTION NTS EXISTINGf 6" RESILIENT M=CHANICAL 6' WATER LINE pop' `oQ ,/ / VALVE BOX DETAIL FOR VALVES SMALLER THAN 12° JOINT GATEVALVEDETAIL NTS NT GOQ �,i PVC GRIPPING TEETH PVC PIPE RUBBER LLJ CD /N11111-1GASKET CC ~ HOPEN[RIPP [NG m 5 U O J W QCLW Z G � CD W HOPE PIPE i U •• W ° W ° G � + 3 �ea-s�nuTs � I— .1 TILE IRON j HO SING i PLAIN END PVC PIPE TO HDPE PIPE TRANSITION COUPLING NTS NOT AMERICAN AVKRESILIENT SEATED GATE VALVE. 200 PSI 25/60 OR APPROVED EQUAL. VALVE BOX DETAIL NTS SCALE. I' • 20' DRAWN. RNH CHECKED, JNG APPROVED- TWH ]DATE. 05-19-0q, , I DWG. NO.. GL -2416 NEW 6' VALVE _ "'• PROx. 30' FROM G ;END Of GUaRO RAIL 30JONESBqy / DR SITE VICINITY MAP/gypIv u LEGEND EDP EDGE OF PAVEMENT rL CENTERLINE ROAD �a / R/W RIGHT OF WAY - GR GUARD RAIL ID INTERIOR DIAMETERNEW E / NEW BRIDGE0. — — — EXISTING 6' WATERLINE / 8' DIRECTIONAL BORE MOPE 7`\/ T T T GUARD RAIL \l �\ JONES $ gaY_ _ 0 W NOTE: JONES BAY APPROX. 340'- OF//c 3' HOPE DIRECTIONAL BORE �aAl!o psai4ajov. m� Q 0 6002 �/ ExIST G WATER LINE � C, Q r° � • j titi / y LO APPROXIMATE rvf�3 1 kvi1 // 2' OPERATING NEW 6' VALVE APPROX. 30' FR END OF GUARD RAIL / / , / -RING -RING EXISTING tBt 6• WATER LINE ��/ / /// � / ...,°k.� �• a,.,m I I I�I THIS DOCUMENT ORIGINALLY ISSUED AND SEAL D BY THOMAS W. HARWELL, P,L.S., NORTH CAROLI A REG I STRAT ION NUMBER L - 1 D'r CN 19_ JUT---__ 20119- THIS MEDIA SHALL NOT BE CONSIDERED t.I° I � A CERTI=IED DOCUMENT. VALVE BOX DETAIL FOR VALVES SMALLER THAN 12" 20 10 0 20 40 NTS SCALE FEET 5'WAT MAIN NATURAL GROUND LEVEL TRENCH BACKFILL LASTIC/METALIC IDENTIFICATION AND CAUTION TAPE. PIPE BEDOIN N / 4 " MIN. 4L_MSN. TI2 SOFT COPPER RACER WIRE REQUIRED FOR PVC PIPE INSTALLATION. NOT T MIN.ALL WATERLINE BEDDING SHALL BE SQUEEGEE MATERIAL, 100% BY WEIGHT. SHALL PASS THROUGH A 3/8' SIEVE. 0% TO 5% SHALL '=,SS THROUGH A •200 SIEVE TYPICAL WATERLINE TRENCH SECTION NTS G" RESILIENT MECHANICAL JOINT GATE VALVE DETAIL NTS NITRILE RUBEER GASKET Pvc GRIPPING NOPE GRIPPING TEETH 1 /- iEE-� I� PVC PIPE HME PIPE i SOLTSI-TS DUCTILE IRON HOUSING PLAIN END PVC PIPE TO HDPE PIPE TRANSITION COUPLING NTS NOTF AMERICAN AVK RESILIENT SEATED GATE VALVE. 200 PSI 25/60 OR APPROVED ECUAL. may° i L is VALVE BOX DETAIL NTS L LLJ O O ~ DO W O a' LU z o � 0 Lu ~ 00 U W J LU 0 Q 3 I Lu o a 0: o W z o > 3 V CE: C7 = DJ ° N W U N i~ } z I W F i Q h <E CD z [O O o ° 3u � zn�u� i-LLI (\J W CO 0 z Z N n-, J OCD o—, i z O� 07 W D- t1-) 0- 0 n v w om Om w o N U �z LU J DO it c w G w w z CL > SCALE. 1' • 20' DRAWN, RNH CHECKED, 1NG APPROVED, TWH OATEt 05-20-0x, J JDWO. NO., GL -24I7 Lane, Stephen From: Tran, Van K Sent: Tuesday, September 08, 2009 8:09 AM To: Lane, Stephen Cc: Sutton, Michael W Subject: Sewer Line -Pamlico Bridges Attachments: B5129.pdf Mr. Lane, For bridges #31 and #35, the existing sewer force main size is 4 -inches. For bridge #40, the existing force main is 2 -inches. The sewer lines being replace will be the same size and within the existing right of way. See attached plans. Van Tran Division 2 - Asst. DDC Engineer NC Department of Transportation Phone: 252-830-3490 Fax: 252-830-3341 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1 Lane, Stephen From: Ward, Garcy Sent: Friday, September 04, 2009 12:19 PM To: Sutton, Michael W; Lane, Stephen Cc: Bryant, J Subject: Pamlico bridges Mike, Stephen, I checked with Wayne Bryant here in our office and according to the regs, if the sewer line being replaced is the same size and staying within the existing right of way it is deemed permitted. Nothing would be needed from DWQ. Stephen, If CAMA needs something from DWQ stating this, let me know. If you have an example of a form or letter that DWQ has sent in the past could you please fax me a copy. Thanks, and y'all call if you have any questions. I'll be leaving early this afternoon and won't be back in the office until next Wed. Enjoy your Holiday weekend. - Garcy E-mail correspondence to and form this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. USPS - Track & Confirm AGUNITED STATES PQSTAL SERVICE. Track & Confirm Search Results Label/Receipt Number: 70081140 0002 0397 4103 Service(s): Certified Mail'" Status: Forwarded Your item was forwarded to a different address at 9:29 AM on August 4, 2009 in NEW BERN, NC 28563. This was because of forwarding instructions or because the address or ZIP Code on the label was incorrect. Information, if available, is updated periodically throughout the day. Please check again later, Page I of 1 Home l Help i Sign_i Track 8r Confirm FA -Qs Track & Confirm Enter Label)'Receipt Number. GO i ,t " AUG 2 1 la Notification Options �-r. Track &Confirm by email Morehead C, t, DON Get current event information or updates for your item sent to you or others by email Go Site Map Customer Service Forms Gov't Services Copyright(D 2009 USPS. All Rights Reserved. No FEAR Act EEC M ,, t 0 a M Postage Q Certified Fee ru C3 Return Receipt Fee r-1 (Endorsement Required) O Restricted Delivery Fee (Endorsement Required) "-9 Total Postage & Fees r -i Sent To C3 �Street, Apt No.; or PO Box No. http://trkcnfrml.smi.usps.com/PTSIntemetWeb/InterLabelinquiry.do 8/6/2009 ■ 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. 1. Article Addressed to: J 05�� %i .E • Zl%0o�7 �z 9 (fl V1 e To wA.) �a A.S §rre , X �(/i(/ ❑Agent ❑ Addressee VReceived by (Pre ed Name) ( C. to of Delivery bkt-2r r�GN �9 D. Is deliveryaddress different from item 1? n Yes If YES, enter delivery address below: ❑ No 3. ServjGeifType rtified Mail 11 Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Transfer from service label) 7008 114 0 0002 0397 4189 PS Form 3811, February 2004 uomestic Return Receipt 102595-02-M-1540 ■ 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. 1. Article Addressed to: Joh/,j PAUL --J-oNEs 1 20 ctp NG 30�{- ybULID �G asses 2. Article Number (Transfer from service label) P5 Form bbl 1, February 2004 A.:1rure11�Agent X— —`� ❑ Addressee B. Received by (Printed Name) C. Date of Delivery D. is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type k6ertified Mail ❑ Express Mail b Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 7008 1140 0002 0397 4127 Domestic Return Receipt 102595-02-M-1540 ■ Complete items 1, 2, and 3. Also complete A. Signature item 4 if Restricted Delivery is desired. ❑ Agent ■ Print your name and address on the reverse X I ❑ Addressee so that we can return the card to you. B. Received by 'ted N me) C. Date f D livery ■ Attach this card to the back of the mailpiece, p or on the front if space permits. 1. Article Addressed to: �u� 2 / D1 IV . FOUR -7'N S7- 'AyboQD , r�c- 2S5ls' 2. Article Number (Transfer from service label) PS Form 3811, February 2004 D. Is deliv address different from item 1? 0 Ye 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 Deliverv? (Extra Fee) r-1 Y- 7008 1140 0002 0397 4097 Domestic Return Receipt 102595-02-M-1540 ALIG 2. R ZGu9 It wily Dow) ■ Complete items 1, 2, and 3. Also complete A. Signatyre item 4 if Restricted Delivery is desired. X❑ Agent ■ Print your name and address on the reverse ❑ Addre,� so that we can return the card to you. g c !;;ed by (Printed Nam C. Date of Delii ■ Attach this card to the back of the mailpiece, ,—� or on the front if space permits. i �� t—c' D. Is delivery address different from item 1? 13 es 1. Article Addressed to: If YES, enter delivery address below: ❑ No Pi _ 3. Se c Type �G W-Gertified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise S ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number ( 7008 .1140 0002 0397 4073 transfer from service /abeq PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 info.txt they wont set a defined workspace variable name if set to ncdot... user doesn't get the option to set a workspace Divusers need to have that variable set to blank Page 1 ■ 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. 1. Article Addressed to: i✓�� ate, /t ZB5-4,0 2. Article Number (Transfer from service label) PS Form 3811, February 2004 A. Signature t X d B. _Received by rinted Name) , e�leli d YK rr P O r0 1 D. Is delivery address different from ' ? ❑ �s If YES, enter delivery address below: ❑ 3. Service Type S'bertified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 7008 1140 0002 0397 4202 Domestic Return Receipt ■ 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. 1. Article Addressed to: Rey Mm,�D die ►��o��/ �. . 2. Article Number (Transfer from service laben PS Form :3671 1, February 2004 ,.2595-02-M-1540 °Id CityU� ❑ Agent Received by(P'ri`nted Name) i9 -Date of Delivery D. Is belivery address different from Aem V ❑ Yes If YES, enter delivery address below. ❑ No 3. Service Type Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.Q.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 7008 1140 0002 0397 4080 Domestic Return Receipt 102595-02-M-1540 Form DCM MP -1 (Page 5 of 5) APPLICATION for Major Development Permit ■ 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. 1. Article Addressed to: Fn ELv i Al rP. SrJs-G. le5,53 evM Swats f a. A l DI -N, NG 28513 2. Article Number (Transfer from service /abeq A. Sigrygture X 13 Agent 19 YtC� ❑ Addressee B. Received by ('Printed Name) C. Date of Delivery D. Is delivery address different from Rem 1? ❑ Yes If YES, enter delivery address below: ❑ No V. JCI VII. j.'JC rtified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 7008 1140 0002 0397 4196 PS Form 3811. Fcbi uary 2004 Domestic Return Receipt ■ 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. 1. Article Addressed to C& P -u S' Qt)ss Itio 4 Vj F - S -F T2- iXTN 57-. 1FA-tAm4 C (-TL/ , F -L 3Z Lfo ) A. B.I.*elveq by 102595-02-M-1540 ❑ Agent D. Is delivery address different from Rem 1? WYes If YES, enterdeliveryaddress below: ❑ No 10f -k' C f f F(— -5)N a l 3. Service Type Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes AAicle Numb 2. (Mans rfrom 7008 1140 0002 0397 4134 (transfer from service IabelJ PS Form 3811, February 2004 Domestic Return Receipt 252-808-2808 s: 1-888-4RCOA T :: www.nccoa.s#:iiina.n arta; cnt.not 102595-02-M-1540 Y ti ■ 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. 1. Article Addressed to: L--cV L. boa i4ALr Mooly �d. 20 �c 2851 S A. Signature ❑ Agent ❑ Addressee B. Received by (Pyle � N I C. Date of Delivery D. Is deliv addifferent fro —'it 1? Yes If YE er e ntelivery address below: No AUG 0 7 2009 3. Se ice pe Zertifi ail j,�Ex❑ Registered 0 Insured Mail C.O.D. 4. Restricted Delivery? (Extra Fee) 2. Article Number (Transfer from service labeg 7008 114 0 0002 0397 4110 PS Form 3811, February 2004 Domestic Return Receipt for Merchandise 0 Yes 102595-02-M-1540 ■ Complete items 1, 2, and 3. Also complete /{• any �n�wo [I Agent item 4 if Restricted Delivery is desired. Addressee ■ Print your name and address on the reverse so that we can return the card to you. Received by C. Date of Delivery ■ Attach this card to the back of the mailpiece, OORO IV or on the front if space permits. D.Is ve a diffe mite 1? ❑Yes 1. Article Addressed to: If ES, e r delivery addre low: 0 No J Fs ? . �s AUG 07 2009 10237 /\[C y �� 3, S • e Ty AI D aO/ 'v O c P ❑Regi �� ified Ma p 4 C � J _ �]r eceipt for Merchandise 0 Insured Ma D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number 7008 1140 0002 0397 4165 (transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1sao Carl S. Russ 1009 West Tenth Street Panama City, FL 32401 7008 1140 0002 0397 4134 John Paul Jones 12040 NC 304 Bayboro, NC 28515 7008 1140 0002 0397 4127 Stanley L. Styron,Jr. 400 Half Moon Road Bayboro, NC 28515 7008 1140 0002 0397 4110 Laura Mayo Warren 308 Burlage Circle Chapel Hill, NC 27514 7003 1010 0002 6560 5385 ■ 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. 1. Article Addressed to: CL,av01� �,ea��stii! Iva /liceoe y �T A. Signature 0 Agent X ❑ Addressee B. Rece ed by (Pned Name) C. Date of Delivery I -!S D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below:No C� �� . # O �- T4'. r�er Type ified Mail 0 Express Mall ��� ✓� istered ❑ Return Receipt for Merchandise %8 S�red Mail ❑ C.O.D. estricted Delivery? (Extra Fee) ❑Yes 2. Article Number 7208 1140 0222 0397 4172 (transfer from service tabeQ PS Form 3811, February 2004 Domestic Return Receipt 10259"2-M-1540 ■ 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. 1. Article Addressed to: L -o1? -O& 0) • W ILL, C A, igna i _ 11-0 Agent ❑ Addre �. Recei d by Printed ame) C. Date of Del D. Is delivery address different from it 1? 0 Y If YES, enter delivery address below: ❑ No 3. Serge LVCertified Mail ❑ Express Mall 0 Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery? (Extra Fee) ❑Yes 2. Article Number 7003 1010 0202 6562 5385 (transfer from service faben 102595-02-M-1540 Ps Form 3811, February 2004 Domestic Return Receipt ■ 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. 1. Article Addressed to: G005E CREED SS14NJ CSAAp Rf-5fIe& /37-/ RAIZ- -5AF4-P✓1cE IjAl�t��, ,✓G -Z7699-13 z1 2. Article Number (Transfer from service label) PS Form 3811, February 2004 A. Signature , X ❑ Agent ❑ Addressee B. Received by (Printed Name) C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No MAIL SERVICE CENTER RECEIVED _ ai it � 4 7nng 3. Service Type arCertifie ail ❑ Express Mail ❑ Regis =E eceipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 7008 1140 0002 0395 9896 Domestic Return Receipt 102595-02-M-1540 Goose Creek Island Game Reserve c/o State Property Office 116 West Jones Street Raleigh, NC 27603-8003 USPS - Track & Confirm Page 1 of 1 0 '�''� UNI TED ST13TES POSTAL SERVKE�, Home I Help I Sign Track & Confirm Search Results Label/Receipt Number: 7008 1140 0002 0397 4158 Service(s): Certified Mail" Status: Forward Expired Your item was returned to the sender on August 5, 2009 because the forwarding order for this address is no longer valid. J Track & Confirm FAQs f; t) f'. Ile Trapk.&..Cpnfirm Enter LabeVReceipt Number. &o > Detailed Results: • Forward Expired, August 05, 2009, 9:07 am, MOREHEAD CITY, NC • Arrival at Unit, August 04, 2009, 8:51 am, MOREHEAD CITY, NC 28557 Notification Options Track & Confirm by email Get current event information or updates for your item sent to you or others by email. Goy Site Map Customer Service Forms Gov't Services Careers Copyright© 2009 USPS. All Rights Reserved. No FEAR Act EEO Data FOIA 6ZI Postal�P/-r MAILT. RECEIPT (DomesticCERTIFIED Only, Ln f` NILC Postage $ rZ ru Certified FeeC3 2 O � Return Receipt Fee (Endorsement Required) r Z V 3 ark -, re r O E3 Restricted Delivery Fee (Endorsement Required) , x1009 Total Postage & Fees1783 f�. / coL OT. J f` o.; D . O.Q -------------------------- P+4 '- 1. WC a&5' z Privacy Policy Terms of Use Business Customer Gateway IV t C// 16( t� C http://trkcnfrml.smi.usps.com/PTSIntemetWeb/InterLabelInquiry.do 8/6/2009 I F NORTH CAROLINA T OF TRANSPORTATION a, ���ZESPpSTq� ;ION OF HIGHWAYS O. BOX 1587 ---- -nA 1140 0002 0397 4158 � sRTH CAROLINA 27835-1 587 ti+ 02 1 P 007.170 04158312 AUG 03 MAILED FROM ZIP CODE 278 34 I i A INSUFCIENT ADDRESS SNOTKNON�ATTEMVTED NO SUCH NUM 0 OT HE ❑ N BER/STRE HER OT ET DELIVERABLE AS ADDRESSED UNABLE TO FORWARD Mount Olive Missionary Baptist Church h 1012 Bay Street Morehead City, NC 28557 USPS - Track & Confirm '''�) UNITEDSTATES J POSTAL SERVICE - Page 1 of 1 Home I Help I Sign Track & Confirm r44� Search Results i^ (1G 2ppg Track & Confirm Label/Receipt Number: 70081140 0002 0397 4141 Track & Confirm Service(s): Certified Mail's" k4sliiwifell8ad Status: Undeliverable as Addressed 1� ��_<'- ,Enter Label/Receiot Number. Your item was undeliverable as addressed at 11:27 AM on August 4, 2009 in BAYBORO, NC 28515. It is being returned if appropriate information is available. Detailed Results: • Undeliverable as Addressed, August 04, 2009,11:27 am, BAYBORO, NC 28515 • Arrival at Unit, August 04, 2009, 7:58 am, BAYBORO, NC 28515 Notification Options Track & Confirm by email Get current event information or updates for your item sent to you or others by email. , G0 � Site Map Customer Service Forms Gov't Services Careers Privacy Policy Copyright© 2009 USPS. All Rights Reserved. No FEAR Act EEO Data FOIA 40 Sent To co Z- �ss�//T,✓Es a-----A--pt.-------.; ---------------------------------------------------=== =- Street, NoorPoeoxNo. g9SID Nc 14w1 30V Ci"ty State, ZIP+4- -------------------------------------- 9Aybazo,1llC Zg5 /- Terms of Use Business Customer Gateway http://trkenfrml.smi.usps.com/PTSIntemetWeb/InterLabelInquiry.do 8/6/2009 0 0 Postal RECEIPTCERTIFIED MAIL-,r'l (DomesticOnly; Er- fT1 Postage $ p� O Certified Fee `�1I t v, L `C ru SD i 13 O Return Receipt Fee (Endorsement Required) a p I�'j��fl'J" A ` L Restricted Delivery Fee (Endorsement Required) s t a r -q Total & Fees Is -2.1-7 2p09 .2783 Sent To co Z- �ss�//T,✓Es a-----A--pt.-------.; ---------------------------------------------------=== =- Street, NoorPoeoxNo. g9SID Nc 14w1 30V Ci"ty State, ZIP+4- -------------------------------------- 9Aybazo,1llC Zg5 /- Terms of Use Business Customer Gateway http://trkenfrml.smi.usps.com/PTSIntemetWeb/InterLabelInquiry.do 8/6/2009 0 0 <TATE OF NORTH CAROLINA IARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS P. O. Box 1587 IiNVILLE, NORTH CAROLINA 27835-1587 L5 5561-c 7008 11140 0002 0097 4141 0 ° NO 9�T G9�ep TO Se,y Q U AFM �� NG °RD DDRFSS °ER o N NC'AIIyE D. NOT K R Ekp/. O SU D NOW ED B}+` O /NO SUCH NO RE6- REFVS D ayb Ol �1 l FF/C/EN AD CESS yF•. 70 FCWARO A, ED -NOT KNOWN ":P1uFFiC1EhE71u"�L�FiaS ,UCH STnf=CT ❑ t` UABER -'AIL RECEPTAaE �:"rAE6 CJ REFUSED _D. V's POs;q _ Z 'PITNEY BOWESi 02 1P $ 007.170 0004158312 AUG 03 2009i� MAILED FROM ZIP CODE 27834 ■ 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. 1 ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: zs 5 �s 2. Article Number (Transfer from service laben 'j PS Form 3811, February 2004 A. Signature X ❑ Agent ❑ Addressee_ B. Received by ( Printed Name) C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Se ce Type 17 Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 7008 1140 0002 0397 4141 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • N.C. Dept of Transportation P.O. Box 1587 Greenville, NC 27835-1587 ■ 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, 1 or on the front if space permits. f, 1. Article Addressed to: VI/ ve 771 r7- C�dcc� s7 . •�a e�h ?yo �.-r� n/c Z8 55 7 2. Article Number (rransfer from service tabeq PS Form 3811, February 2004 A. Signature X ❑ Agent ❑ Addressee B. Received by (Printed Name) C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Serv' Type Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 7008 1140 0002 0397 4158 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • N.C. Dept of Transportation P.O. Box 1587 Greenville, NC 27835-1587 741X L 1 co CJ O O Ln m m Ln CU Qt Q ci Ql 3 Z J Q 3 Q S a 0 E Cl fV N Q1 C Z m L SITE Q, -,1/ 307 NATURAL 'RECAST CONCRETE COLLAR DETAIL NOTE VALVE Box NOT BE INSTALLED CURB & GUTTER LA✓CG APC VALVE BOX DETAIL FOR VALVES SMALLER THAN 18" G EXISTING 6" WATERLINE LOCATION APPROXIMATE ' I ' SHALLPASS THREUUH A 3/8 NEVE, MIN TTI NI, � / PMM I i8„ MIN 0% TO S% SHALL PASS THROUGH A #200 SIE NEW 6" VALVE 0 J (u CD 0 TRENCH BACKF-:LL ; ;>-PLASTIC /ME TALIC IDENTIFICATION z �• \� �� AND CAUTION TAPE. CD I m z C7 pco Luo Li I .- C u (V C/I W raO Z z PIPE EEDDING # 12 SCIF" T COPPER m TRACER WIRE L.1 REQUIRED FOR PVC PIPE INSTALLATION. A NOTE 6' WATER \ I`I 4" MIN. ALL WATERLINE BEDDING SHALL BE MAIN \ SQUEEGEE MATERIAL, 100% BY WEIGHT, N t 'RECAST CONCRETE COLLAR DETAIL NOTE VALVE Box NOT BE INSTALLED CURB & GUTTER LA✓CG APC VALVE BOX DETAIL FOR VALVES SMALLER THAN 18" G EXISTING 6" WATERLINE LOCATION APPROXIMATE ' I ' SHALLPASS THREUUH A 3/8 NEVE, MIN TTI NI, � / PMM I i8„ MIN 0% TO S% SHALL PASS THROUGH A #200 SIE NEW 6" VALVE APPROX. 30' FROM END OP- ? U - -- --- --- rUARD E)AIL o Z TYPICAL WATERLINE TRENCH SECTION / NTS; METAL GUARD RAIL CONCRETE GUARD PAI[- METAL GUARD RAIL / / / / it w it / Z Z MT �}P E W I I RIPRAP Z \ / / 6-V4 Nf4 I WATER LINE 1�� // / i'F J / � 0 I I PBP ' o LL '' 91 vEr�,�, I{ I I I I h"�F I I REEk BLL ED NOTE A MINIMUM OF 5 EOpi uF ].E II II II I II ' / �/ BETWEEN THE TOP OF TME 8 -INCH - t? I1 J II I{ N0� > / i 0 WATER MAIN AND THE BED CIFHA THE�� Z WATERWAY CHANNEL II {1 I II / ' O II I{ II II - 1I B' HDPE I I I I TYPICAL 8" HDPE BORE STREAM CROSSING / / w� C1 0 J (u CD 0 z J CD I m z pco Luo Li I .- C u (V C/I W raO CD z m L.1 APPROX. 30' FROM END OP- ? U - -- --- --- rUARD E)AIL o Z TYPICAL WATERLINE TRENCH SECTION / NTS; METAL GUARD RAIL CONCRETE GUARD PAI[- METAL GUARD RAIL / / / / it w it / Z Z MT �}P E W I I RIPRAP Z \ / / 6-V4 Nf4 I WATER LINE 1�� // / i'F J / � 0 I I PBP ' o LL '' 91 vEr�,�, I{ I I I I h"�F I I REEk BLL ED NOTE A MINIMUM OF 5 EOpi uF ].E II II II I II ' / �/ BETWEEN THE TOP OF TME 8 -INCH - t? I1 J II I{ N0� > / i 0 WATER MAIN AND THE BED CIFHA THE�� Z WATERWAY CHANNEL II {1 I II / ' O II I{ II II - 1I B' HDPE I I I I TYPICAL 8" HDPE BORE STREAM CROSSING / / w� C1 0 J (u CD 0 CD I m •i cc CD m L.1 A i I`I J Li o W > d. LJ OL a EGEND cQ W L /'' / /'' \ < O i'EDI_IE OF PAVEMENT N F CENTERLINE ROAD D C� NITRILE RUBBER GASKET } ,� RIGHT OF WAY I;R GUARD RAIL ID INTERIOR DIAMETER /'' Q�' / / PVC GRIPPINL HDPE GRIPPING � p NEW EOF TEETH TEETH q NEW BRIDGE EXISTING 6" WATERLINE' — — — — — — — 8' DIRECTIONAL BORE HDPE GUARD RAIL �St``��/ /// AA o rc wrw" l roacl (ji f3c)m 11 w PVC PTL IADPE PIPE W H N [--► TE \- P -J, AF -i t= i BOLTS/NUTS i HDPE DIRECTIONAL / ��, ,,� a�� r) �p " \� m 2OPERATING o Nlll L U l T I L E I R DN z W JcyD ` ( NEW 6' VALVE t /' /'' N�� . APPROX. 30` /�'. ,/' PLA IN END PVC PIPE N / / o �'48 FROM END / / , GUARD RAIL , ��, /-' �1 �, -R'N� T❑ HDPE PI �E TRANSITION COUPLING w � o C, NTS T co V c / W E.4 O '> C-XISTING 6" WATERLINE 'Z' ZF �� LOCATION APPROXIMATE I '-RINv� / M / � E NIJ 8 3/e+►i / ---- AMERICAN AVK RESILIENT MJ I ' /4 ED GATE VALVE, 200 PSI ---___ 1 c t ` T _ 4 2`/60 OR APPROVED FOUAL JAL. / I i I/g�g��x 15' Ir i 40SSA7>ART 5n6 ro EDP 6" RESILIENT MECHANICAL J❑INT GATE VALVE DETAIL I 20 1G u `0 _ 40 NT VALVE BOX DETAIL sca!t ' feet NT _ ,4 I c� 0 0 CD c'u O 66 fV Q CL) z LLl z J 3 W Cr W x QW Z 6 LLJ J J LEGEND NAT 1.1RA1_ 1]ROUND LE VEL \. F4,� Kf IL'__ ZI FIFE: bf-uI_IING i 1 ' i I PLASTIC/ME TALIC IDENTIFICATION AND CAUTI❑N TAPE, } -# 12 SOFT COPPER TRACER WIRE REQUIRED FOR PVC > PIPE INSTALLATI❑N. PAVED AREA-- �` ~ � w NOTE- CHARLOTTE BOX 6 Z EXTENSION. IF EXTENSION •` �. IS REQUIRED USE CHARLOTTE W UTL. ?91 J. Z �.: I f /-..r,AST z V CCNCRE.TE COLLAR W O O Li r C7 _> DETAIL f co NOTE, VALVE BOX SHALL. �. NOT BE INSTALLED IN O CURB L GUTTER. _ GRA C:fARF� �IN 3000 P S I • $SEECDDEETTE AILAD A --VALVE BOX CHARLOTTE UTL Z71 W ,+' MIN. ALL WATERLINE BEDDING ,SHALL BE r NEW 6' VALVE MAIN SC�UEEGEE MATERIAL, 100% BY WEIGHT, VALVE BOX DETAIL f❑ R APPR❑X, 30' V SHALL PASS THROUGH A _ / � SIE E, FROM END a GUARD RAIL 0% TO 5% SHALL PASS THROUGH A #200 SIE ✓E VALVES SMALLER THAN 12 NT TYPICAL WATERLINE TRENCH SECTI❑N NT 1 / / EXISTING 6' WATERLINE \ LOCATION APPROXIMATE ' -LI EDGE OF PAVEMENT T INENTERLINE ROAD RIGHT OF WAY GUARD RAIL \ INTERIOR DIAMETER NEW EDP �. NEW BRIDGE ` EXISTING 6' WATERLINE S' DIRECTI❑NAL BORE HDPE GUARD RAIL / r / r r / i r i r i r / r / r' ! 8, + UF r V AITTATI C GIIRRG"P Pvc GRI r / / NEW APPROXL� \� �� • —_ FROM END GUARD RAIL EXISTING t•" WATERLINE ® r' LOCATION APPROXIMATE r/rrlr_ y� r i / r n. r ;rzIPFtNr SEP 4 2009 Morehead City DCM SMUTS N�� PLAN END PVC PIPE TO HDPE P 'PE TRANSITI❑N CUUPLIN NP I F A MINIMLS [l' 1: 1i BETWEEN THE CIF 'WATER MAIN A II II 11 11 II TYPICAL 8" HDPE BORE STREAM CROSSING Nr P NOTE AMERICH,N Av, , RE�ILILNT SEATED GATE \/ALVE, 200 PSI L5!F0 ER APF'REVED EOUAL 6" RESILIENT MECHANICAL_ J❑INT GATE VALVE DETAIL NT J X 13' ;u�SET 4 REQ'D a0' APART i VALVE BOX DETAIL NTS N D N U w � w Z �. z W U I Z f z V UMj "ti W O O Li r C7 _> 00 u r^ f co L F" Z Ln CV O W w � Y J c -r f • N D N U w �. 0 W U I f z 3 a O z r_' 44 J -r u • I V o m Q Y.� m O Y Ql Co E _ Fes., 0 q o q I U U u 0 z rc W LJ W q M w w Q 71 Z Ca T J 0 r o F— J 0 If A Z W LAJ 4 z ,1 U r Q z W 0' 3 F �. 0 W I f 3 0 O z r_' 44 Q U I V o J Q Y.� m O o Co Fes., 0 q o q U D 0 0 rc n W q rc w w 71 W T w �. } z Q W Y Q w Q U 0. Ir Fes., q q 71 Ln CU a F— c W Z J 31 Y W W U L0 uJ J LID ro a 0 E Ci IV ui oi c 3 0 i 30' F-RD�' GUARD RAID_ METAL GUAR11 RAIL N WE TT Al-':' 'At;. METAL GUARD RAIL �Q 'JMT k / P / Q MECKI!J\ I Q FIPPA _ - - 6-_ IT ✓, I I RtfRiC��K :: r I � � I —� WITE A MINIMUM QF 5 -FOOT OF COVER II II BETWEEN THS TOP OF THE S -INCH -=T II II I II WATER MAIN."W14 " AIN.{AND THE BED OF THE_ S T WATERWAY CHANNEL it 11 11 r it II 'I II ar'�ah TYPICAL_ 8" HDPE BDRE STREAM CR❑SSING CRF, EK N •' � Pio /. / / R. LEGEND EF EDGE OF PAVEMENT 4 CENTERLINE ROAD R/'w RIGHT OF WAY GR GUARD RAIL CAL, I' INTERIOR DIAMETER NEW EDP NEW BRIDGE EXISTING e' WATERLINE 8' DIRECTIONAL FORE HDPE GUARD RAIL 4 LJI L: h0X 65, + El HDPE MIRE,-TIONAL I / / r0 EXISTING WATER LINE �' LOCATION APPRDZIMATE� N, ~' PA .,E AREA- GRASSED ARE IN. 3000 F,S:. +� NOTE CHARLOTTE BDx L 4• SEE5ONCDE AIL IS TENAD SION IF EXTENSION IS REOu1RED USE CHARLOTTE I V I- N C _ UTL ?B1 .� AIVE BOX .11 i 10 0 20 40 CHARLOTTE UAL 274 NOTES vALVE BOX SHALL ?"AST CDNGRETE COLLAR NOT BE INSTALLED IN DETAIL CURB 6 GUTTER, VALVE B❑X DETAIL EUK VALVES SMALLER THAN 1211 NTS 2" OPERATING NATURAL GROUND LEVEL 0 TRENCH BACKFILL >i�' I_ATIC/METALIC %'lr< TLENTIEICATION �' AP•:C' CAUTION TAPE, z PIPE BEDDING 12 SGIF T COPPER TPACER`;wIRE REIJUIR D FOR PVC - —�- WIPE INiTALLATIDN I NOTE 0 >" WATER T4'" MIN, ALL WATERLINE BEDDING SHALL BE `' SQUEEC MATERIAL, 100% BY WEIGHT, MAIN ��;SHALL F'AS THROUGH A 3/8" SIEVE, 8f8" MINI �8" MIN� 0% TO '5% SHALL PASS THROUGH A #200 SIE\," TYPICAL WATERLINE TRENCH SECTI❑N I� T 18 `/4' ,a L, R - NITRILE RUBBER jGASKET DUCTILE IPON HOl'SING �RIPF[NG S/NUTS PLAIN END PVC PIPE TO HDPE PIPE TRANSITI❑N C❑UPLING NT NOTE AMERICAN AVK RESILIENT SEATED GATE VALVE. 200 PSI 25/60 OR APPROVED EQUAL. 6" RESILIENT MECHANICAL J❑INT GATE VALVE DETAIL A _�r 1/4- 1 A la N rl 1/845' TX S"T FIE ,U �3/l6 i ILI 1/4 J VALVE BOX DETAIL NT m I 0 n F u Y K I u Z W !ti ( Z J 0 C u 2 0 C 4 F z W In z 0 u z W 3 F 0 I F_ 3 u z 3 a rc 0 N 2 F IL 0 W J If N 0 S a 0 0 F_ U 0 0 rc n W rc w m ] W C 6i m Z Y ( Z u z W m z J 0 C u tL 0 i IL 0 C d W I F h O _Z ( 0 co Q+� 04 > � z E~ 0000 Q �U >� OW V tD Y N 0 I I u U Q z u m � U 7_ J� I c 0 a Q q I Q' � I _I M ED cW� _i1 ,l W O U O � q W CO co � W � ZI w q � WrJ C \, d' " �( > C� � � w C\? O O � co c� I 44 q z PAWN RNH jt! sa ^,APPROVED: TW, CI5-19-0'74 GL -241, �srTE 1".. IA PAIL -A P P! x P[IM E: NEI 14 PAIL 1, r. A i WA'[ P L INE 0 NOTE. A MINIMUM Or 5—FOOT LY BETWEEN THE TOP OF THE WATER MAIN AND THE RED Pf ;HL I I WATERWAY CWNNCL I I HDPE TYPICAL 8// HDPE BORE STREAM CROSSING N I S M r/-Ilp LEGEND E LIF EDGE OF PAVEMENT Lj P I CENTERLINE ROAD P/ wl RIGHT OF WAY GR GUARD RAIL ID INTERIOP DIAMETER UR NEW EOP NEW BRIDGE LATION EXISTING 6' WATERLIN 81 DIRECTIONAL BORE H GUARD RAIL 36' 0, D P E JONES ---ANN— J Q� I L I k L LJCATION -1 N A P PROXIMATE / til? � / / '`��� (-.)F'E k,A TIN'-, Ni IT' NEW ED" JAL VE APPROX. 30" FROM­� / / / / / \ END OF GUARD RAIL EXISTING WATFR LINE P! N, O P4 :'ED APER--- 'ING kINC 6// RESILIENT MECHANICAL JOINT GATE VALVE DETAIL N —1 " NA T[ i k,,� i_ 6 R (I U N fj LEVEL F, i NI_ I q };A F, K F I L. I z T T:' V I n I NJ i IV-NrIFICATION ANE' CAUTION TAPE i Lj P I NOTE CHAPLUITE KX tCph: TRACER 44IN o, 17L!f FAP DE 41L. EVEN'10N IS pcO61PEL, IF EXTFN41ON FHAPt,CttE UR FIPL INS ,714i' LATION `)Q I L ,WATER M I N. —i -L WATE�LiNF BE_EDP,�Fj ",HALL BE MAIN I ILF!_LF MATERIAL 11 % ',v F I G H j ____ V"111r Fllx tj j .., -, I L_ V I ,HAALL PA�� THP00' H 6* MIN 6% FP 5% SHALL -IAS TI--+ -71 i A # S IEF DETAI, Nl)'E 4� BG* :HAS. :N VALVE BOX DETAIL FDR VALVES SMALLER THAN 1211 N T -,, 'ING kINC 6// RESILIENT MECHANICAL JOINT GATE VALVE DETAIL N —1 " NA T[ i k,,� i_ 6 R (I U N fj LEVEL F, i NI_ I q };A F, K F I L. I z T T:' V I n I NJ i IV-NrIFICATION ANE' CAUTION TAPE i TYPICAL WATERLINE TRENCH SECTILIN Pvc GRI N T S NITRILE PLJ14BER F T H0l.l S 1 N Cj I �, 1 t, � " \; 1] 1� /Kll! T - . . PLAIN END PVC PIPE TU HDPE PIPE TRANSITION COUPLIN N0 AF�IERICAN A�/K RE� lid IFNI SLATED GATE VALvE, _':H) , __,I 25/� 2 0 OR APPRO \/1 1.1 [1 4 7ooq All kJ.", �;j fj t)ad c1tv I ,.VALVE: BOX DETAIL N'l K Lj P I TRACER UR FIPL INS ,714i' LATION `)Q I L ,WATER M I N. —i -L WATE�LiNF BE_EDP,�Fj ",HALL BE MAIN I ILF!_LF MATERIAL 11 % ',v F I G H j j .., -, I L_ V I ,HAALL PA�� THP00' H 6* MIN 6% FP 5% SHALL -IAS TI--+ -71 i A # S IEF TYPICAL WATERLINE TRENCH SECTILIN Pvc GRI N T S NITRILE PLJ14BER F T H0l.l S 1 N Cj I �, 1 t, � " \; 1] 1� /Kll! T - . . PLAIN END PVC PIPE TU HDPE PIPE TRANSITION COUPLIN N0 AF�IERICAN A�/K RE� lid IFNI SLATED GATE VALvE, _':H) , __,I 25/� 2 0 OR APPRO \/1 1.1 [1 4 7ooq All kJ.", �;j fj t)ad c1tv I ,.VALVE: BOX DETAIL N'l K