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Home My WebLink About46766_NC DOT_20061025❑LAMA / ❑ DREDGE & FILL t 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 O Rules attached. Applicant Name at " Project Location: County Address `1 k k f Street Address/ State Road/ Lot #(s) City �? State J, ZIP / s' / ri • ; y ::a Phone # (~ '") Fax # O Subdivision - Authorized Agent ° ` ', ' h `' ' City ZIP Affected El CW ❑ EW ❑'PTA f'ES ❑ PTS Phone # ( ) River Basin ❑ OEA ❑ HHF ❑ IH ❑ USA ❑ N/A AEC(s): Adj. Wtr. Body .' r' (nat gym_ _ a�) ❑ PWS: ❑FC: ORW: yes / no PNA yes / no Crit. Hab. yes / no Closest Maj. Wtr. Body Type of Project/ Activity X Pier (dock) length Platform(s) Finger pier(s) Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore Basin, channel cubic yards Boat ramp Boathouse/ Boatlift Beach Bulldozing _ Other X ' j, (Scale: jV .) J� f. ) Shoreline Length SAV: not sure yes no ---- --,_ Sandbags:Y sure es no - � �- ....�.'� �- -- ? -- - -� _I - { -' Moraonumnot n/a yes no I�- �I I ------ - }- — Photos: yes no Waiver Attached: yes no - - -- - - -- - - - - --- — - - - -- - A building permit may be required by: U See note on back regarding River Basin rules. Notes/ Special Conditions <lD11b(1 ,=11 X11 IF 1111 Agent or Applicant Printed Name Signature , '�*'Please read compliance statement Application Fee(s) Check # Permit Officer's Signature MW sluing Date Expiration Date Local Planningf urisdiction Rover File Name rIA 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, certify that this 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 how to comply with these buffer rules. Division of Coastal Management Offices Central Office Elizabeth City District Mailing Address: 1367 U.S. 17 South 1638 Mail Service Center Elizabeth City, NC 27909 Raleigh, NC 27699-1638 252-264-3901 Location: Parker -Lincoln Building 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 Fax: 919-733-1495 Fax: 252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Morehead City District 400 Commerce Ave Morehead City, NC 28557 202-808-2808/ 1-888-4RCOAST Fax: 252-247-3330 (Serves: Carteret, Craven, Onslow -above New River Inlet- and Pamlico 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, Orslow -below New River Inlet- and Pender Counties) Revised 06/29/05 ^� r- C IVIA / ['l 13REDGE & FILL f N? 46766, GENERAL PERMIT Previous permit # ew ❑Modification El Complete Reissue ❑Partial Reissue Date previous permit issued As authorized by the State of North Carolina, Department of Environment and Natural Resources �� F j � O and the Coastal Resources Commission in an a of environmental concern pursuant to 15A NCAC r u es attached. Applicant Name C- - .r Project Location: County f, Address J, 0 ( �J Street Address/ State Road/ Lot #(s) City � G �p State Y" ZIP -�'- —1 Phone # � 0 30 3 "?ax # (_) Subdivision- 9 Authorized Agent J °` ��I ari City-`7��si /� C ZIP Affected ❑ CW `J fW' r<PTA [� S ❑ PTS AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ElN/A ❑ PWS: ❑FC: ORW: yes / n® PNA / no Crit. Hab. yes / no Type of Project/ Activity Pier (dock) length Phone # () River Basin Adj. Wtr. Body--bell"^Ne-� (nat mari unkrt Closest Maj. Wtr. Body -_r �V ee-- - (!: , 11-71/ X7grl XJ a , 1"e:7IaCR Wr cif" X 6-7' X '7 1' fy:/ (Scale: IVOML- Platform(s) - Finger pier(s) r Groin length number Bulkhead/ Riprap length — avg distance offshore — max distance offshore Basin, channel = cubic yards Boat ramp Boathouse/ Boatlift , Beach Bulldozing --- Other-[ 1'7 " X -%-1` X /LJV4 Shoreline Length V" 1 -- SAM not sure yes n Sandbags: not sure yes n Moratorium: n/a yes n Photos: yes Waiver Attached; yes n — A building permit may be required by: — ao V e--rf i ' �n C. - -- --i -- --- ---_F - - --- fgy.^[ILa „n 1 E- See note on back regarding River Basin rules. Notes/ Special Conditions (_►) V Le�& 1 :- ✓`4-f -rt. C e^ r -To r<,:fTf &V Y, <y-T a h -a AL-- l,.✓ • J'^�^ '1 d�s�.�ov .4hri t� Ol-�•® �J j�� .r2 " r A6-11 ✓ ✓Lo a rye / le.'d -!� c'9411 40 2!!�A Agent or Applicant Printed Name Signat re ** Please read compliance statement on back of permit ** (>+.Rl N0 . X. 10 till Permitrmit Officer's Signature Issuing Date Expiration Date 4..wPr,e / A, M Aa1-1I6W r A IF � ire NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Charles S. Jones, Director Wiiiiam G. Ross Jr., Secretary October 25, 2006 Jay Johnson NCDOT P O Box 1587 Greenville, NC 27834 Bear Mr. Johnson: At is General Permit #46766C. To construct a 117" x 79" X 58' culvert to replace an existing 95" x 67" x 72' culvert at NC Hwy 304, 325 east of SR 1227, Bayboro, NC In order to validate this permit, please sign the permit as indicated. Retain the white copy for your files and return the signed yellow and pink copies to us in the enclosed, self-addressed envelope. If the signed permit copies are not returned to this office before the initiation of development, you will be working without authorization and will be subject to a Notice of Violation and subsequent civil penalties. We appreciate your early attention to this matter. Sincerely, J� Stephen Lane Coastal Management Representative lsb Enclosures 400 Commerce Avenue, Morehead City, North Carolina 28557 Phone: 252-808-2808 \ FAX: 252-247-3330 \ Internet: www.nccoastalmanagement.net An Equal Opportunity \ Affirmative Action Employer — 50% Recycled t 10°% Post Consumer Paper Form DCM-MP-5 BRIDGES AND CULVERTS $400.00 Processing Fee NCDOT WBS N0.2.106911 Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. 1. BRIDGES N/A a. Public Private b. Type of bridge (construction material) c. Water body to be crossed by bridge d. Water depth at the proposed crossing at MLW or NWL e. Will proposed bridge replace an existing bridge? _ _Yes No If yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge (4) Will all, or a part of, the existing bridge be removed? (Explain). f. Will proposed bridge replace an existing culvert(s)? Yes No If yes, (1) Length of existing culvert (2) Width of existing culvert (3) Height of the top of the existing culvert above the MHW or NWL (4) Will all, or a part of, the existing culvert be removed? (Explain) g. Length of proposed bridge 71 (_ / a' L v'uo Morer,,,,, City h. Width of proposed bridge i. Height of proposed bridge above wetlands j. Will the proposed bridge affect existing water flow? _ `Yes No If yes, explain k. Navigation clearance underneath proposed bridge Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? Yes _ No If yes, explain m. Will the proposed bridge cross wetlands containing no navigable waters? Yes No If yes, explain n. Have you contacted the U.S. Coast Guard concerning their approval? Yes No If yes, please provide record of their action. 2. CULVERTS a. Water body in which culvert is to be placed Bennett Creek b. Number of culverts proposed 1 c. Type of culvert (construction material, style) CORRUGATED METAL PIPE ARCH d. Will proposed culvert replace an existing bridge? Yes _ _X No If yes, (1) Length of existing bridge N/A (2) Width of existing bridge N/A (3) Navigation clearance underneath existing bridge N/A Revised 03/95 Form DCM-MP-S (4) Will all, or a part of, the existing bridge be If yes, removed? (Explain) (1) Length of area to be excavated 62' (2) Width of area to be excavated 12' e. Will proposed culvert replace an existing culvert? (3) Amount of material to be excavated in cubic _ X Yes --No yards 744 SQUARE FEET If yes, (1) Length of existing culvert 72' d. If the placement of the bridge or culvert involves any (2) Width of existing culvert 95" excavation, please complete the following: (3) Height of the top of the existing culvert above (1) Location of the spoil disposal area the MHW or NWL 1.0' Temporary spoil area is existing road bed (4) Will all, or a part of, the existing culvert be removed? (Explain) YES (2) Dimensions of spoil disposal area 20' x 20' f. Length of proposed culvert 58' (3) Do you claim title to the disposal area? X Yes No g. Width of proposed culvert 117" If no, attach a letter granting permission from the owner. h. Height of the top of the proposed culvert above the (4) Will the disposal area be available for future MHW or NWL 1.0' maintenance? X Yes No (5) Does the disposal area include any coastal i. Will the proposed culvert affect existing water flow? wetlands (marsh), SAVs, or other wetlands? Yes X —No Yes X No If yes, explain If yes, give dimensions if different from (2) above. (6) Does the disposal area include any area below j. Will the proposed culvert affect existing navigation the MHW or NWL? Yes X No potential? Yes X No If yes, give dimension if different from No. 2 If yes, explain above. e. Will the placement of the proposed bridge or culvert 3. EXCAVATION AND FILL result in any fill (other than excavated material described in Item d. above) to be placed below MHW or NWL? X Yes _ No Open Water Impacts a. Will the placement of the proposed bridge or culvert If yes, require any excavation below the MHW or NWL? (1) Length of area to be filled 6.32' X _ _Yes No (2) Width of area to be filled 6.32' If yes, (3) Purpose of fill For Pipe Bedding and (1) Length of area to be excavated 74' Cover (2) Width of area to be excavated 14' (3) Depth of area to be excavated 5.6' f. Will the placement of the proposed bridge or culvert (4) Amount of material to be excavated in cubic result in any fill (other than excavated material yards 1036 SQUARE FEET described in Item d. above) to be placed within: N/A Coastal Wetlands SAVs Other b. Will the placement of the proposed bridge or culvert Wetlands If yes, require any excavation within: NO (1) Length of area to be filled — Coastal Wetlands — SAVs Wetlands (2) Width of area to be filled ^Other If yes, (3) Purpose of fill (1) Length of area to be excavated 0 (2) Width of area to be excavated 0 (3) Approximate area to be excavated Cr. Will the placement of the proposed bridge or culvert 0 result in any fill (other than excavated material described in Item d. above) to be placed on c. Will the placement of the proposed bridge or culvert highground? X No require any high ground excavation? X Yes —Yes If yes, No (1) Length of area to be filled Revised 03/95 Form DCM-MP-5 (2) Width of area to be filled (3) Purpose of fill 4. GENERAL a. Will the proposed project involve any mitigation? — Yes No X If yes, explain in detail b. Will the proposed project require the relocation of any existing utility lines? Yes X No If yes, explain in detail c. Will the proposed project require the construction of any temporary detour structures? Yes X No If yes, explain in detail d. Will the proposed project require any work channels? Yes X No If yes, complete Farm DCM-MP-_' e. How will excavated or fill material be kept on site and erosion controlled? Silt fence f. What type of construction equipment will be used (for example, dragline, backhoe or hydraulic dredge)? Typical Bridge construction equipment g. Will wetlands be crossed in transporting equipment to project site? Yes X No If yes, explain steps that will be taken to lessen environmental impacts. h. Will the placement of the proposed bridge or culvert require any shoreline stabilization? _ —Yes X No If yes, explain in detail NCDOT-Pamlico County Pipe Replacement on NC 304 Applicant project Name , Revised 03195 Z W W v Q J W Q— r'� 0 U �0/ W P4 VICINITY MAP STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS SEE ATTACHED SHEET GRAP$IC SCALES PROFILE (HORIZONTAL) OFILE El-M'- L -------------------------- I LOCATION:.._ NC _ 304 - -- - OVER BENNETT CREEK PAMLICO COUNTY ---------------------------------------- ---------------------------------------- TYPE OF WORE.: PROPOSED PIPE REPLACEMENT ---------------------- CAMA GP APPLICATION --------------------------------------- AREA I COASTAL WETLAND IMPACTS = 0 SO.FT OPEN WATER IMPACTS = 0 SO.FT. �IrK IM w.vww� AREA 2 i ; WxSTK I E,R kP IYPK9$ - o r, OF'Ex vATER ILPKTS - 0 Rl R, � I I I N+�.. IM I1gIIgK � AREA I ,� AREA 2 Pf�FO5E0' Ir7- x 74E' Dx NEA CPRCPOSIWAfL _6fx/ST7NC 95x Tx 72M PIPE ARC CMES—.—TOI J2O2SR 127 _CA PIPE PROPOSED REALIYALL —fiLx STING GUARD RAIL— — — EXISTING EP Ob MILES TO SR 122ySR 1224 TO RORUCKEN !STING EP EXISTING GUARD RAL AREA Y PROPOSED - - — - - AREA J COASTAL WETLAND IMPACTS - 0 SO.FT. TUR&O7Y CURTNN OPEN WATER IMPACTS = 0 SOFT, APAo0xsrxt .ETIAYO wPrrs - 0 sn.Fr. fTA-�OJ�FO-W 10l 1 vlfp �f.A ftm l - w Aw �t an I HJ.ff <r+f ax azlaw I 4-' w 00 .w uK mdowAC an 6ENNET� CREEK 9&.W.AW DESIGN DATA FWAW IN TU OF= a PROJECT LENGTH 11 DIVISION OF HIGHWAYS BWr Q WAY DAM txrzm MATS 2.106911 :'OSED PIPE REPLACEMENT - 0✓ER BENN TT C K- 'AMLICO COUNTY OCT08ER 6.2006 SCALER=20' NA GP APPLICATION FOR PERMITTING ONLY; NOT FOR CONSTRUCTION 10ADRAT 900 •rat v NNEVAn m a Ion amm AWARrUCC OF nUMSPM Yl=t #tl M.0 't,lyEa, wIllp...I„I —T- NC 304 OVER BENNETT CREEK VANDEMERE USGS QUAD MAP VICINITY MAP SR 1222 SR 1224 PROJECT off` �V BEAR CREEK ROAD Yo Yo s� SR 1225 N W. E S 0 700 1,400 2,800 4,200 5,6Keet NC 304 OVER BENNETT CREEK VANDEMERE USGS QUAD MAP f i ' • - i f -a 1224 f r f PROJECT .., Mlesic � - {,. .posh Office • i. =r. s, Yo S '( 22-5 iii � ` •sil. ��/ • AA, ' t I227 r . f 0 700 1,400 2,800 4,200 5,6Qeet 1 t LEGEND SHEET WETLANDS DIFFUSE FLOW THROUGH VEGETATED UPLANDS BEFORE ENTERING WETLANDS \`\ w STIIL C�RTOI LEGEND. I � TPPICAL EAAC'! TEMPORARY ROCK SILT CHECK I > TYPE -A UPLANDS / 2 w a iee SILT BASH TYPE B I W I o TEMPORARY ROCK SET CHECK TYPE -A L a W U TEMPDRARY ROCK $T CRECA TYPE-B tL I w R ••••••+•-• TEMPORARY SILT FENCE SILT tAIIM TYPE '.' SILT BASIN TYPE-8 o w I 4 GRADE BREAK •^ Z a U w W I --�- o1RECnoN of FLOW ------ WOODSLINE DIFFUSE FLOW DETAIL -DIFFUSE FLOW NTS -------- 4D4 WETLANDS FILL AREA RrR .....r« .30' „--- NEUSE RIVER RIPARIAN BUFFERxmA ------- 404 WETLANDS if -- COASTAL WETLANDS i�MFD?A9Y 9:}1'.t( SILT CHECK T1'FF `8' �GL�GL�- --- GRASS LINED CHANNEL D1TC1 Q[ .� -----_ ---OPEN WATER IMPACTS /EDGE OF FAYENENT IE01ET11IC YIE'AI W TUMIDIVAL DITCH ELEVATION VIEW I , >tEcnDx e.e •1 • IE° EIA., 11° W. T SECTION A•A TEMPORARY ROCK SILT CHECK TYPE -A UTILITIES LEGEND, TYPICAL EACH SHEET • POWER POLE AG IT] TELEPHONE PEDESTAL I CABLE TV PEDESTAL O+ SEWER CLEAN OUT ® WATER VALVE FIRE HYDRANT 0 WATER METER EIPO EXISTING PON PIPE + PROPERTY CORNER FL PROPERTY LINE GRASS -LINED CHANNEL TRAPEZOIDAL DITCH SECTION Z- X-SECTION AREA (A1= BD fZD` TOP WIDTH (T) = B + 2OZ AREA TO BE FILLED OR ~— UNDISTURBED AREA DISTURBED .1 rl FABRIC BURIED BELOW EXISTING GRA SILT FENCE DETAIL NTs PROPOSED SILT FENCE Am EXISTING FILL Im PROPOSED SILT FENCE PROPoSED • WETLAND I VAR.0'-6' I VAR.O-6' I WETLAND EDGE OF EXIST. ROAD EDGE OF EXIST. ROAD V AI DIM, LEGEND SHEET SPECIAL SEDIMENT CONTROL FENCE 3 FT. CONTROL STONE ff", I/ 4 SEDIMENT CONTRO I FT. MIN. WATER FLOW \ tccL POST - 2 FT. DEEP WOOD POST - 3 FT. DEEP GENERAL NOTES: USE NO.3 OR NO.57 STONE FOR SEDIMENT CONTROL AND PAY FOR AT THE CONTRACT UNIT PRICE PER TON SEDIMENT CONTROL STONE USE HARDWARE CLOTH 24 GAUGE WIRE MESH WITH /4 INCH MESH OPENINGS INSTALL 5 FT. SELF FASTENER ANGLE STEEL POST 2 FT.DEEP MINIMUM INSTALL 6 FT. LONG, 3 IN. DIA. WOOD POSTS 3 FT.DEEP MINIMUM TURBIDITY CURTAIN PUMP SILT BAG SPACE POSTS A MAXIMUM OF 3 FT. i I CAMA GP `APPLICATION 2B.106911 AR A I COASTAL WETLAN IMPACTS = 0 SO. FT , � AREA 2 PROPOSED PIKE OPEN WATER I PACTS = SO. FT. I COASTAL WETLAND IMPACTS = 0 SO. FT. REPLACEMENT.. 20' ^ o ejo Diu, OPEN WATER IMPACTS = 0 SO. FT. NC 304 OVER BUFFER ZONE 2 50• BENNETT CREEK ROSE WH ALTON , 20 WY 1OW Y NC 304 BAY60R0.NC 2851 I BUFFER ZONE I BUFFER ZONE 2 SCALE:I"=20' DBK.218.PG 820 30' 1 OCTOBER 6, 2006 JF.FFREY MEn H AND rERESA HAMSON AREA / BUFFER ZONE I BRYAN RUDOLPH ,ONES OW HWY NC 304 EROSION CONTROL PLAN -VUPPER HECK ROAD &d6pgbMC M&S _ PROPOSED i ARE BAYBORO.NC 285/5 2 DBK.12J.PG.357 BENNETT CREEK IS A BLUE 09K.225K455 LASS B STONE LINE STREAM AS SHOWN ON THE ' PROPOSEE VANDEMERE USGS QUAD MAP AND SHEET NUMBER 4 OF THE SOILS SURVEY OF PAMLICO COUNTY PROPOSED HEADWALL �l/l/Ill/�/yl✓ji�%/iT/7�;. CLASS B STONE - �_ �_. _L �� - �_ _�-..�...�.......�,.+w..,.�.�,...,.�{0....«..VF�: ,..,. yy.,... �,....yp__.......vw..v____n_.1.._..m•--ve�Yp.�.......�..,.,...: ._.as. ..q EXISTING 95" x 67" x 72' CM PIPE ARCH \ \ TO MESIC -T- 325' TO SR 1227 PROPOSED Ill" x 79" ;; 58' CAA PIPE ARCH TEXISTING GUARD RAIL PROPOSED SILT FENCE EXISTING EP 0.6 MILES TO SR 12221 SR 1224 TO HOBUCKEN EX1STlNG EP PROP05 ED SILT FENCE — PROPOSED HEADWALL EXISTING GUARD RAIL PROPOSED PROPOSED CLASS B STONE 1 CLASS B STONE ARE -A 4 JPROPSED I COASTAL WETI.AND IMPACTS = 0 SO. FT. IDITY CURTAINOPEN WATER IMPACTS = 0 SO. FT. 2I COASTAL WETLAND IBUFFER TIDAL ' FLOW OPEN WATER IMPACT JEFFREY NEIL HARRISON ; �t I /__Wpl AREA ACTS = O SOFT = 40 SO. FT. EXCAVATION ABOVE NWL AND TERESA HARRISON I BLUI F FER ZONE BUFFEK 31 UPPER NECK ROAD JANICE E.WHITE 12' W x 62' L x I.O' D = 744 S . Ft. BAYBORO,NC 28515 , CIO JAMES E.WHITE DBK. 225, PG. 455 30, �� 143 OLD WALNUT LANE EXCAVATION L."ELOW NWL BUFFER ZONE l 1 NEWPORT, NC 28570 D8K.377, PG.207 BENNETT CREEK 14' W x 74' L x_ /.0' D = 1036 Sq. Ft. gojEcT 2.1Ob911 CROSS SECTION OF QATE OCTOBER 6, 2006 ROAD NC 304 CULVERT CROSSING ROAD NAME MESIC BOULEVARD SR 1500 NTY PAMLICO PAMLICO COUNTY BENNETT CREEK PIPE REPLACEMENTS EXISTING 95'a67" a 72' CM PIPE ARCH PROPOSED 117"a79"a58' CAA, PIPE ARCH EXISTING 95"x67" x 72' CM PIPE ARCH BOAR ' NC 304 /� • 110 N.L AREA TO AR EXCAVATED Am EACIFILLm BOOM /Z r sLIL NOT TO SCALE PROPOSED l/7"x79"x58' CAA PIPE ARCH /4' NC 304 \ IL NMI AREA TO BE EXCAVATED AND BACKFILLED PROPOSED RIP RAP ® END 5.6' 6.6' OF PIPE 12' M/NIMUM BEDDING r w o w z � W W � UNDERCUT A NOT TO SCALE PROPOSED RI4DITCH p > TOP > VIEW 2 BACIFILL OF PIPE Wo c� z o X WPRO.OSO PIPE DITCH 10' EXCAVATION ABOVE NWL: 12'w x 62'L x 1.0'd = 744 SQUARE FEET EXCAVATION BELOW NWL 14'w x 74'L x 5.6'd = 1036 SQUARE FEET is FINISHED EARTH SLOPE AS REQUIRED PROPOSED RIP RAP a END OF PIPE EMERGENCY PIPE REPLACEMENT NC 304, PAML-ICO COUNTY OUTLET END fTYPI 15'0'0" \ I ` I I I5'010" 1 ,D O f— NC 304 TOWARDS HOBUCKEN s co DMA RODS (TYP) 15 DMA RODS (TYP) ROADWAY FULLY WELD No (INSIDE & OUT) LOCKSEAM OF PIPE STUB (TYP) T •�II /C I T 0 INLET END PLAN VIEW (TYP) 5'0'0' PIPE STUB FULLY WELDED (INSIDE & OUT) TO HEADWALL WALES (TYP) BY SUPPLIER ALUM. rr CORR. 'a L ALUM. HEADWALL CAP 7 (TYP-) f I & WING WALL I' i IIT' X 79' 8 gage CAAP ARCH I•-3• NOT TO SCALE DRAWN BY: BGL DATE: 9-20-06 CHECKED BY: PDB DATE: 2T'-O' INLET END & OUTLET END HEADWALL DETAIL ELEVATION VIEW ATTACHMENT 41TO REQUISITION ------------------ COUNTY__NC-304, Pamlico ------ BRIDGE NUMBER--NI-12063 ---- - STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH. NC CORRIGATED ALUMINUM HEADWALLS W/ 117" X 79" PIPE STUBS 9' LONG AND 117" X 79" CORR. PIPE ARCH REVISIONS SHEET NO. NO. BY DATE NO. BY DATE