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Home My WebLink About28146_NC DOT_20010628Applicant Name Address CAMA and DREDGE AND FILL G E N E R A L PERMIT 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 15 NCAC Phone Number City State Zip Project Location (County, State Road, Water Body, etc.) �'+ '. r K. f i !� ' 7 + Type of Project Activity PROJECT DESCRIPTION cleGrru Pier (dock) Length Groin Length number Bulkhead Length max. distance offshore Basin, channel dimensions cubic yards Boat ramp dimensions Other t u rCr'AI C. I 1 This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms applicant's signature may subject the permittee to a fine, imprisonment 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 of- permit officer's signature ficer when the project is inspected for compliance. The applicant certi- fies by signing this permit that 1) this project is consistent with the local issuing date expiration date land use plan and all local ordinances, and 2) a written statement has been obtained from adjacent riparian landowners certifying that they have no objections to the proposed work. attachments In issuing this permit the State of North Carolina certifies that this project is consistent with the North Carolina Coastal Management Program. application fee y, 3 DEPARTMENT OF TRANSPORTATION DIVISION 02 OFFICE P. O. BOX 1587 GREENVILLE, NC 27835 Pay Pay N.C.D.E.N.R. to the Order of GREENVILLE, NC 27835 DATE 05/31/2001 66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM a'}r ._ coiU�9�f 1.9t!y-►r►) ��►�SRIMs • zoAo� ttRan�ioea[,�o �tc�o,4,,+=.;; 12 Z 14LL- �,,,ED SIGNATURE 11500008 7 56ii' ':0 5 3 L LO 594" 910OGO"FC3LO 2u■__ STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVENOR May 31, 2001 Mr. Bill Arrington Coastal Management Field Representative Division of Coastal Management North Carolina Department of Environment and Natural Resources Morehead City, North Carolina 28557 JUN 14 2001 COASTAi. MANAGEMENT MOREHEAD LINDO TIPPETT SECRETARY SUBJECT: Pamlico County, Replacement of Bridge No. 56 over Beard Creek Dear Mr. Arrington: The North Carolina Department of Transportation is planning to replace bridge No. 56 in Pamlico County. Bridge No. 56 is located on SR 1115 approximately 0.3 miles northeast of SR 1005 and is a tributary to the Neuse River in the Neuse River Basin. The deteriorated condition of Bridge No. 56 necessitates replacement. Bridge No. 56 is a timber bridge built in 1955. The NCDOT proposes to replace bridge 56 at the existing location with a 60' prestressed cored slab. All construction will be contained within the existing roadway section. No wetlands will be impacted by this project. Construction will begin as soon as all permits are received and will last approximately five weeks. Please find attached the permit drawings and adjacent property owners for the proposed work. The NCDOT requests that a CAMA General Permit authorize this project. If you have any questions or would like additional information, please don't hesitate to call. Sincerely, Jay B. Jo son Division Environmental Officer cc: Mr. C. E. Lassiter,P.E., NCDOT Mr. Dwayne Alligood,P.E., NCDOT DIVISION TWO • P.O. Box 1587 • GREENVILLE, N.C. 27835 PHONE (252) 830-3490 • FAx (252) 830-3352 Form DCM-MP-5 BRIDGES AND CULVERTS 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 a. Public X Private b. Type of bridge (construction material) Timber c. Water body to be crossed by bridge Beard Creek d. Water depth at the proposed crossing at MLW or NWL 2' e. Will proposed bridge replace an existing bridge? X _Yes No If yes, (1) Length of existing bridge 46' (2) Width of existing bridge 20' (3) Navigation clearance underneath existing bridge 5' (4) Will all, or a part of, the existing bridge be removed? (Explain). Yes, The bridge will be removed entirely. The existng bulkhead will not be removed, but left to retain riprap that will be placed behind it. f. Will proposed bridge replace an existing culvert(s)? Yes X 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 orNWL (4) Will all, or a part of, the existing culvert be removed? (Explain) g. Length of proposed bridge 45' Go h. Width of proposed bridge 30' I f JUN 14 2001L__ i COASTA� MANAGEMENT fAC+^HF_^D i. Height of proposed bridge above wetlands 5' j. Will the proposed bridge affect existing water flow? _ X Yes No If yes, explain New bridge will allow a greater flow of water k. Navigation clearance underneath proposed bridge 1. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? X Yes _ No If yes, explain Refer to "i" above m. Will the proposed bridge cross wetlands containing no navigable waters? Yes X No If yes, explain n. Have you contacted the U.S. Coast Guard concerning their approval? Yes X No If yes, please provide record of their action. 2. CULVERTS N/A a. Water body in which culvert is to be placed b. Number of culverts proposed c. Type of culvert (construction material, style) d. Will proposed culvert replace an existing bridge? Yes _ _No If yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge Revised 03/95 Form DCM-MP-5 (4) Will all, or a part of, the existing bg lb c. Will the placement of the proposed bridge or culvert removed? (Explain) require any highground excavation? 2 p 01 X Yes No e. Will proposed culvert replace an existing culNlert`? �N If yes, _ _Yes _ No ; L_ (1) Length of area to be excavated 14' If yes, jl COASTAL Mai (2) Width of area to be excavated 30' MORE. (1) Length of existing culvert — (3) Amount of material to be excavated in cubic (2) Width of existing culvert (3) Height of the top of the existing culvert above the MHW or NWL d. (4) Will all, or a part of, the existing culvert be removed? (Explain) f. Length of proposed culvert g. Width of proposed culvert h. Height of the top of the proposed culvert above the MHW or NWL i. Will the proposed culvert affect existing water flow? Yes _ No If yes, explain yards 62 Cu. yds If the placement of the bridge or culvert involves any excavation, please complete the following: (1) Location of the spoil disposal area Temporary spoil area is existing road bed (2) Dimensions of spoil disposal area 20' x 20' (3) Do you claim title to the disposal area? X Yes No If no, attach a letter granting permission from the owner. (4) Will the disposal area be available for future maintenance? X Yes No (5) j. Will the proposed culvert affect existing navigation potential? Yes _ No If yes, explain (6) 3. EXCAVATION AND FILL a. Will the placement of the proposed bridge or culvert require any excavation below the MHW or NWL? Yes X_ No If yes, (1) Length of area to be excavated (2) Width of area to be excavated (3) Depth of area to be excavated (4) Amount of material to be excavated in cubic b. Will the placement of the proposed bridge or culvert require any excavation within: ,Coastal Wetlands _ SAVs _ Other Wetlands If yes, NO (1) Length of area to be excavated (2) Width of area to be excavated (3) Amount of material to be excavated in cubic yards Does the disposal area include any coastal wetlands (marsh), SAVs, or other wetlands? Yes X No If yes, give dimensions if different from (2) above. Does the disposal area include any area below the MHW or NWL? Yes X No If yes, give dimension if different from No. 2 above. e. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d. above) to be placed below MHW or NWL? _ _Yes X _No If yes, (1) Length of area to be filled (2) Width of area to be filled (3) Purpose of fill f. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d. above) to be placed within: Coastal Wetlands _ SAVs Other Wetlands If yes, No (1) Length of area to be filled (2) Width of area to be filled (3) Purpose of fill g. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material Revised 03/95 Form DCM-MP-5 described in Item d. above) highground? Yes X No If yes, (1) Length of area to be filled (2) Width of area to be filled (3) Purpose of fill 4. GENERAL to be placed on a. Will the proposed project involve any mitigation? Yes X No 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 Form DCM-MP-2 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 RipRap will be placed behind existing bulkhead NCDOT-Pamlico 56 Applicant or PWject Name Signature // V aAz o Date Revised 03/95 13 y9 .,.. 99 � A ti I i aosc 3 I E A• i l WOf IOG MLLT 99 Gill Q ctel Tc—t Ud / ,� Slfl o N n o v s ;r;,"" /; Ltt • gs ON Z� aww•,.n N 9ml — .;� - PAII o O�GOI I '• ` zol l f ca 9 L twiti EOl +s � \ w1• RL 'ia �' '`' 9011 \ demr•e Wl, `, / �' •.1 �. w7te.eA.we� O t 6Z11 A V *-oft o 9Z 11 l // 9 11 \ w1 --- 09 61 k - ; eZ valll ac, • SZIf PAMLica COUNTY e,R1D8E No. O 5(0 SR-I�iS s l.c�CRT►OR1 :O.3M1. NE SCT. SR l�5 o 50.ALE E0' HoRiL. 0 ? °v 1 O' VERT: l' Z 6p PR�ST?E�SfiD BRED SLAB 7 I go' SKEu/ STA. 10 25 r T-HoMuS XON65 R r, i gox i S GRA�+ITS(3oQ�P N.0 . 285a,) 9EARO GRE-Fe TNoMu 5 .ToAje� r l WooD5 i pp �X�SrIN� NEgOWhu- J ; R,rP-,SAP To.S- Ioo5 �' 30" RCP 205 8r — — — p,— pp _ l 0 WOODS J wooDs QPW ID LL I' f CyEoRGr-- W►Lt-�S P-T. Lox p, ` Rr. 1 8ox ?2 C pp+N s SD-Qo , �o c, ; of ;Zj� N.0 - t�J T NO. iuN 14 200, DATE MAY 30, 2001 ROAD SR 1115 ROAD NAME ROBERT'S ROAD COUNTY PAMLICO BRIDGE 56 EXISTING WIDTH:20' EXISTING LENGTH:46' SUPERSTRUCTURE: TIMBER FLOOR ON TIMBER JOIST HEIGHT CROWN TO BED:9' WATER DEPTH:2' SKEW:90 DEGREES EXISTING TIMBER BRIDGE a' r7YKTiNic WPAn WAi 77 PROPOSED CONCRETE BRIDGE nnl AP I'll, ,.EAD WALL EXCAVATION ABOVE NWL: PROPOSED WIDTH:30' PROPOSED LENGTH:60' I4' L x 30' W x 4' D = 62 CUBIC YARDS SPANS: 1060.0' PRESTRESSED CORED SLAB SKEW:90 DEGREES HEIGHT CROWN TO BED:9' EXCAVATION BELOW NWL WATER DEPTH:2.0' 0 CUBIC YARDS CERTIFIED MAIL RETURN RECEIPT REQUESTED 5/31 /01 David Bell Rt. 1 Box 84 Grantsboro, N.C. 28529 Dear Mr. Bell: This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation plans to replace existing bridge with a 60' prestressed cored slab bridge onsite of his/her property located SR 1115 in _Pamlico County. The sketch attached accurately depicts the proposed construction. Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and return as soon as possible to: Mr. Bill Arrington N.C. Dept. of Environment and Natural Resources Morehead City District Division of Coastal Management 151-B Hwy 24 Hestron Plaza 11 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. Sincerely, I have no objection to the proposed project as described in this correspondence. I have objection to the project as presently proposed and have enclosed comments. (Signature) (Date) O M STATE y STATE of NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LINDO TIPPETT GOVENOR SECRETARY May 31, 2001 Mr. Bill Arrington Coastal Management Field Representative Division of Coastal Management North Carolina Department of Environment and Natural Resources Morehead City, North Carolina 28557 SUBJECT: Pamlico County, Replacement of Bridge No. 56 over Beard Creek Dear Mr. Arrington: The North Carolina Department of Transportation is planning to replace bridge No. 56 in Pamlico County. Bridge No. 56 is located on SR 1115 approximately 0.3 miles northeast of SR 1005 and is a tributary to the Neuse River in the Neuse River Basin. The deteriorated condition of Bridge No. 56 necessitates replacement. Bridge No. 56 is a timber bridge built in 1955. The NCDOT proposes to replace bridge 56 at the existing location with a 60' prestressed cored slab. All construction will be contained within the existing roadway section. No wetlands will be impacted by this project. Construction will begin as soon as all permits are received and will last approximately five weeks. Please find attached the permit drawings and adjacent property owners for the proposed work. The NCDOT requests that a CAMA General Permit authorize this project. If you have any questions or would like additional information, please don't hesitate to call. Sincerely, Jay B.Jo son Divisioninvironmental Officer cc: Mr. C. E. Lassiter,P.E.. NCDOT Mr. Dwayne Alligood,P.E., NCDOT DIVISION Two • P.O. Box 1587 • GREENVILLE, N.C. 27835 PHONE (252) 830-3490 • FAx (252) 830-3352 Form DCM-MP-5 BRIDGES AND CULVERTS 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 a. Public X Private b. Type of bridge (construction material) Timber c. Water body to be crossed by bridge Beard Creek d. Water depth at the proposed crossing at MLW or NWL 2' e. Will proposed bridge replace an existing bridge? X _Yes No If yes, (1) Length of existing bridge 46' (2) Width of existing bridge 20' (3) Navigation clearance underneath existing bridge 5' (4) Will all, or a part of, the existing bridge be removed? (Explain). Yes, The bridge will be removed entirely. The existng bulkhead will not be removed, but left to retain riprap that will be placed behind it. f. Will proposed bridge replace an existing culvert(s)? Yes X 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 orNWL (4) Will all, or a part of, the existing culvert be removed? (Explain) a. Length of proposed bridge 45' h. Width of proposed bridge 30' Revised 03/95 i. Height of proposed bridge above wetlands G7 j. Will the proposed bridge affect existing water flow? X Yes No If yes, explain New bridge will allow a greater flow of water k. Navigation clearance underneath proposed bridge Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? X Yes _ No If yes, explain Refer to "i" above m. Will the proposed bridge cross wetlands containing no navigable waters? Yes X No If yes, explain n. Have you contacted the U.S. Coast Guard concerning their approval? Yes X No If yes, please provide record of their action. 2. CULVERTS N/A a. Water body in which culvert is to be placed b. Number of culverts proposed c. Type of culvert (construction material, style) d. Will proposed culvert replace an existing bridge? Yes No If yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge Form DCM-MP-5 (4) Will all; or a part of, the existing bridge be removed? (Explain) e. Will proposed culvert replace an existing culvert? _ _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) f. Length of proposed culvert c. Will the placement of the propbsed bridge or culvert require any highground excavation? X Yes No If yes, (1) Length of area to be excavated 14' (2) Width of area to be excavated 30' (3) Amount of material to be excavated in cubic yards_ 62 Cu. yds d. If the placement of the bridge or culvert involves any excavation, please complete the following: (1) Location of the spoil disposal area Temporary spoil area is existing road bed (2) Dimensions of spoil disposal area g. Width of proposed culvert 20' x 20' (3) Do you claim title to the disposal area? . h. Height of the top of the proposed culvert above the X Yes No MHW or NWL If no, attach a letter granting permission from the owner. i. Will the proposed culvert affect existing water flow? (4) Will the disposal area be available for future Yes _ No. maintenance? X Yes No If yes, explain (5) Does the disposal area include any coastal wetlands (marsh), SAVs, or other wetlands? Yes X No j. Will the proposed culvert affect existing navigation If yes, give dimensions if different from (2) potential? Yes _ No above. If yes, explain (6) Does the disposal area include any area below the MHW or NWL? Yes X No If yes, give dimension if different from No. 2 3. EXCAVATION AND FILL above. e. Will the placement of the proposed bridge or culvert a. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material require any excavation below the MHW or NWL? described in Item d. above) to be placed below MHW _ _ _Yes X_ No or NWL? X No If yes, _ _Yes If yes, (1) Length of area to be excavated (1) Length of area to be filled (2) Width of area to be excavated (2) Width of area to be filled (3) Depth of area to be excavated (3) Purpose of fill (4) Amount of material to be excavated in cubic yards f. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material b. Will the placement of the proposed bridge or culvert described in Item d. above) to be placed within: require any excavation within: _Coastal Wetlands _ SAVs Other Wetlands ,Coastal Wetlands _ SAVs _ Other Wetlands if yes, No If yes, NO (1) Length of area to be filled (I ) Length of area to be excavated (2) Width of area to be filled (2) Width of area to be excavated (3) Purpose of fill (3) Amount of material to be excavated in cubic yards g. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material Revised 03/95 Form DCM-MP-5 described in highground? If yes, Item d. above) to be placed on _Yes X No (1) Lenb h of area to be filled (2) Width of area to be filled (3) Purpose of fill 4. GENERAL a. Will the proposed project involve any mitigation? Yes X No 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 Form DCM-MP-2 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 RipRap will be placed behind existing bulkhead NCDOT-Pamlico 56 Applicant or Pcoject Name Signature Date Revised 03/9- ALLLANU a. 32 i 1 �a 19 50 _ 270 iw ,TOa- _ `.� P77 321 33< k COut-J Mrrill I I. No 56 13 `sue" v' „QQ G R 0 U N D ur...oJ �,. 2m G ' '1321 P23 / t,to ) 7'• i - l P 0 C 0 S 1 N •\ •\ p 1110 21 i ' ' • /J ' 56 MO 14 r , 28 1102 11 10051005 MAMHOE 1 ''� �• ° ' 101. ail 13pe /. / I �• di 1309 C AV � � � 57 J E5 64 �. ----------------- U N T Y o PAML1co coowry BR I DGE No. 0 5(0 SR-1115 . Lc�CRTioN :0.3 M1, NE TCT, ,SR-/oo5 SC -A LE,. _ so' HOR1 L. C'- %0' VERT. `� 6p' PfZl=5T2E.�S�D C,�RfiD SLAB go- SPF-WJ N t STA , 10 } 25 7-PoMu5 J-ONES R r, ) Box Is GRAnfrst3oe>j ,U,c , 28 5 29 BEAQD CREEK TNOMu s ,Tones WooD5 y l EXIST/N� NEgDWhu. R,1Ppp -,('AP TS M DIL To.5R - IOo5 30"RcP-fill— — — — - e- PP �I r_ 0 Q ` WOODS 1 t,�+ w000s (JAU ID L L I' S C}EORGL- W1LLiS RTP 1 z 0 Y, 8,17z2� (� �{1N T� UV7SV eV C. GAG a, J GRfl%iTS pr L, N.0 . 2S r �i PROJECT NO. DATE MAY 30, 2001 ROAD SR 1115 ROAD NAME ROBERT'S ROAD COUNTY P A M L I C O EXISTING TIMBER BRIDGE BRIDGE 56 461 EXISTING WIDTH: 20' EXISTING LENGTH:46' SUPERSTRUCTURE: TIMBER FLOOR ON TIMBER JOIST HEIGHT CROWN TO BED:9' WATER DEPTH:2' SKEW:90 DEGREES 0) - NWL --- ---�- T ------ ---- N HWL EXISTING HEAD WALL 44' PROPOSED CONCRETE BRIDGE 60' _ SR 1115 AL A 0) --- ----- v-----v--------------- N -Z NWL EXISTING WALL HEAD \-NEW HEAD WALL EXCAVATION ABOVE NWL: PROPOSED WIDTH:30' I4' L x 30' W x 4' D = 62 CUBIC YARDS PROPOSED LENGTHt60' SPANS: 1@60.0' PRESTRESSED COPED SLAB SKEW:90 DEGREES EXCAVATION BELOW NWL HEIGHT CROWN TO BED:9' WATER, DEPTH:2.0' 0 CUBIC YARDS CERTIFIED MAIL RETURN RECEIPT REQUESTED 5/31 /01 Thomus Jones Rt. 1 Box 18 Grantsboro, N.C. 28529 Dear Mr. Jones: This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation plans to replace existing bridge with a 60' prestressed cored slab bridge onsite of his/her property located SR 1115 in _Pamlico County. The sketch attached accurately depicts the proposed construction. Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and return as soon as possible to: Mr. Bill Arrington N.C. Dept. of Environment and Natural Resources Morehead City District Division of Coastal Management 15 l-B Hwy 24 Hestron Plaza II 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. Sincerely, h �'/� I have no objection to the proposed project as described in this correspondence. I have objection to the project as presently proposed and have enclosed comments. (Signature) (Date) O M STATE STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVENOR May 31, 2001 Mr. Bill Arrington Coastal Management Field Representative Division of Coastal Management North Carolina Department of Environment and Natural Resources Morehead City, North Carolina 28557 LINDO TIPPETT SECRETARY SUBJECT: Pamlico County, Replacement of Bridge No. 56 over Beard Creek Dear Mr. Arrington: The North Carolina Department of Transportation is planning to replace bridge No. 56 in Pamlico County. Bridge No. 56 is located on SR 1115 approximately 0.3 miles northeast of SR 1005 and is a tributary to the Neuse River in the Neuse River Basin. The deteriorated condition of Bridge No. 56 necessitates replacement. Bridge No. 56 is a timber bridge built in 1955. The NCDOT proposes to replace bridge 56 at the existing location with a 60' prestressed cored slab. All construction will be contained within the existing roadway section. No wetlands will be impacted by this project. Construction will begin as soon as all permits are received and will last approximately five weeks. Please find attached the permit drawings and adjacent property owners for the proposed work. The NCDOT requests that a CAMA General Permit authorize this project. If you have any questions or would like additional information, please don't hesitate to call. Sincerely, Jay B.Jo son Divisioninvironmental Officer cc: Mr. C. E. Lassiter,P.E., NCDOT Mr. Dwayne Alligood,P.E., NCDOT DIVISION TWO • P.O. BOX 1587 • GREENVILLE, N.C. 27835 PHONE (252) 830-3490 • FAx (252) 830-3352 Form DCM-MP-5 BRIDGES AND CULVERTS Attach this form to Joint Application for CAMA Major Pen -nit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. 1. BRIDGES a. Public X Private b. Type of bridge (construction material) Timber c. Water body to be crossed by bridge Beard Creek d. Water depth at the proposed crossing at MLW or NWL 2' e. Will proposed bridge replace an existing bridge? X _Yes No If yes, (1) Length of existing bridge 46' (2) Width of existing bridge 20' (3) Navigation clearance underneath existing bridge 5' (4) Will all, or a part of, the existing bridge be removed? (Explain). Yes, The bridge will be removed entirely. The existng bulkhead will not be removed, but left to retain riprap that will be placed behind it. f. Will proposed bridge replace an existing culvert(s)? Yes X 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 orNWL (4) Will all, or a part of, the existing culvert be removed? (Explain) g. Length of proposed bridge 45' h. Width of proposed bridge 30' Revised 03/95 i. Height of proposed bridge above wetlands j. Will the proposed bridge affect existing water flow? X Yes No If yes, explain New bridge will allow a greater flow of water k. Navigation clearance underneath proposed bridge I. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? X Yes _ No If yes, explain Refer to "i ' above m. Will the proposed bridge cross wetlands containing no navigable waters? Yes X No If yes, explain n. Have you contacted the U.S. Coast Guard concerning their approval? Yes X No If yes, please provide record of their action. 2. CULVERTS N/A a. Water body in which culvert is to be placed b. Number of culverts proposed c. Type of culvert (construction material, style) d. Will proposed culvert replace an existing bridge? Yes No If yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge Form DCM-M -5 (4) Will all, or a part of, the existing bridge be removed? (Explain) e. Will proposed culvert replace an existing culvert? _ _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) f. Length of proposed culvert c. Will the placement of the proposed bridge or culvert require any highground excavation? X Yes No If yes, (1) Length of area to be excavated 14' (2) Width of area to be excavated 30' (3) Amount of material to be excavated in cubic yards 62 Cu. yds d. If the placement of the bridge or culvert involves any excavation, please complete the following: (1) Location of the spoil disposal area Temporary spoil area is existing road bed (2) Dimensions of spoil disposal area g. Width of proposed culvert 20' x 20' (3) Do you claim title to the disposal area? li. Height of the top of the proposed culvert above the X Yes No MHW or NWL If no, attach a letter granting permission from the owner. i. Will the proposed culvert affect existing water flow? (4) Will the disposal area be available for future Yes _ No maintenance? X Yes No If yes, explain (5) Does the disposal area include any coastal wetlands (marsh), SAVs, or other wetlands? Yes X No j. Will the proposed culvert affect existing navigation If yes, give dimensions if different from (2) potential? Yes _ No above. If yes, explain (6) Does the disposal area include any area below the MHW or NWL? Yes X No If yes, give dimension if different from No. 2 3. EXCAVATION AND FILL above. e. Will the placement of the proposed bridge or culvert a. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material require any excavation below the MHW or NWL? described in Item d. above) to be placed below MHW _Yes X_ No or NWL? X No If yes, _ _Yes If yes, (1) Length of area to be excavated (1) Length of area to be filled (2) Width of area to be excavated (2) Width of area to be filled (3) Depth of area to be excavated (3) Purpose of fill (4) Arnount of material to be excavated in cubic yards f. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material b. Will the placement of the proposed bridge or culvert described in Item d. above) to be placed within: require any excavation within: _Coastal Wetlands _ SAVs Other Wetlands _Coastal Wetlands _ SAVs _ Other Wetlands . if yes, No If yes, NO (1) Length of area to be filled (1) Length of area to be excavated (2) Width of area to be filled (2) Width of area to be excavated (3) Purpose of fill (3) Amount of material to be excavated in cubic g. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material Revised 03/95 Form DCM-MP-5 described in Item d. above) highground? Yes X No If yes, (1) Length of area to be filled (2) Width of area to be filled (3) Purpose of fill 4. GENERAL a. to be placed on Will the proposed project involve any mitigation? Yes X No 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 Form DCM-MP-2 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 RipRap will be placed behind existing bulkhead NCDOT-Pamlico 56 Applicant oraPject Name Signature 0 Date Revised 03/95 A1127 19 50 •� nzc oy�,.:. / t,.' � � Sror{EwAu -� .- � �za r ,.. y IJa6 rp D� \� `'� 7 ! �.' lioa r.l.e.,o `•° ,� % ror. �ss 't' 1 � 16 11,04 1107 1005 -, P77 1321 ' k � a 132 0 AMCUPTYL cn 1 1103 13 \ 1. 100 1321 G R 0 U N D\ \ \ ' 1321 P23 ! 1110 .f•: b /-- Ins 1313 132 v % ul' No � /• 21 a 56 ; 1 a \.� III 1 •� /.'/ •\lom \ AMPAMOE \ \ •\ _ate / \ •J /n,a ror. as, c' /• % /. ON AL /. O l •� Note e/ /'1 .3�, 4�•C� ,• 1309 _ 1 ES / •� 1j \' m 65 \\ 64 C o o V N 7 Y PAMLICO COUN-ry IaRiDOE No. 0 5(0 SR-ttt5 - Lc�CgT1oA1 :0.3M1. NE SCT, SR-lao� 1 10' VERT: T-H OMU S Son;E s R r, I Box 18 GRAOT-Seoea, l by PRESTRE.--,SrD CARED SLAB cep' SKEuJ N STA , l0 +25 aENP-S) iC T14omus JbAws WaoDs EX�Sr/N� NEQaWR J I?rP-,QAA ✓ tc/ p PP TS M 2' Pi N6 Tom-100S �� 3o'I�CP 2o'85r — /r G OIL pp Fri �c� t� , ✓L2 WOODS ` LuooDs 1 p Av 1 D F3't LL J' � G�oR6L- Lv,�t_� S �T. fox gq fi 1 Rr. 1 80x '12 GRA WTSZORO, N,C , 2-S F Z: PROJECT NO. DATE MAY 30, 2001 ROAD SR 1115 ROAD NAME ROBERT'S ROAD COUNTY PAMLICO EXISTING TIMBER BRIDGE BRIDGE 56 4 , EXISTING WIDTH:20' EXISTING LENGTH:46' SUPERSTRUCTURE: TIMBER FLOOR ON TIMBER JOIST HEIGHT CROWN TO BED:9' WATER DEPTH:2' SR 1115 SKEW:90 DEGREES - NWL --- --- ;- T ------ ---- N / NWL EXISTING HEAD WALL L 44' PROPOSED CONCRETE BRIDGE 6' SR 1115 IT --- ---- T ----------------- N RIP PAP NWL EXISTING WALL HEAD NEW HEAD WALL EXCAVATION ABOVE NWL: PROPOSED WIDTH:30' 14' L x 30' W x 4' D = 62 CUBIC YARDS PROPOSED LENGTH:6O' SPANS: 1060.0' PP.ESTRESSED CORED SLAB SKEW:90 DEGREES EXCAVATION BELOW NWL HEIGHT CROWN TO BED:9' WATER. DEPTH:2.0' 0 CUBIC YARDS CERTIFIED MAIL RETURN RECEIPT REQUESTED 5/31/01 George Willis Rt. 1 Box 72 Grantsboro, N.C. 28529 Dear Mr. Willis: This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation plans to replace existing bridge with a 60' prestressed cored slab bridge onsite of his/her property located SR 1115 in _Pamlico County. The sketch attached accurately depicts the proposed construction. Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and return as soon as possible to: Mr. Bill Arrington N.C. Dept. of Environment and Natural Resources Morehead City District Division of Coastal Management 151-B Hwy 24 Hestron Plaza II 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. Sincerely, I have no objection to the proposed project as described in this correspondence. I have objection to the project as presently proposed and have enclosed comments. (Signature) (Date) e . STArE STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVENOR May 31, 2001 Mr. Bill Arrington Coastal Management Field Representative Division of Coastal Management North Carolina Department of Environment and Natural Resources Morehead City, North Carolina 28557 LINDO TIPPETT SECRETARY SUBJECT: Pamlico County, Replacement of Bridge No. 56 over Beard Creek Dear Mr. Arrington: The North Carolina Department of Transportation is planning to replace bridge No. 56 in Pamlico County. Bridge No. 56 is located on SR 1115 approximately 0.3 miles northeast of SR 1005 and is a tributary to the Neuse River in the Neuse River Basin. The deteriorated condition of Bridge No. 56 necessitates replacement. Bridge No. 56 is a timber bridge built in 1955. The NCDOT proposes to replace bridge 56 at the existing location with a 60' prestressed cored slab. All construction will be contained within the existing roadway section. No wetlands will be impacted by this project. Construction will begin as soon as all permits are received and will last approximately five weeks. Please find attached the permit drawings and adjacent property owners for the proposed work. The NCDOT requests that a CAMA General Permit authorize this project. If you have any questions or would like additional information, please don't hesitate to call. Sincerely, )) � \\ ��-lu� Jay B. Jo son Division" Environmental Officer cc: Mr. C. E. Lassiter.P.E.. NCDOT Mr. Dwayne Alligood,P.E., NCDOT DIVISION Two • P.O. Box 1587 • GREENVILLE, N.C. 27835 PHONE (252) 830-3490 • FAx (252) 830-3352 Form DCM-MP-5 BRIDGES AND CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-I. Be sure to complete all other sections of the Joint Application that relate to this proposed project. 1. BRIDGES a. Public X Private b. Type of bridge (construction material) Timber c. Water body to be crossed by bridge Beard Creek d. Water depth at the proposed crossing at MLW or NWL 2' e. Will proposed bridge replace an existing bridge? X _Yes No If yes, (1) Length of existing bridge 46' (2) Width of existing bridge 20' (3) Navigation clearance underneath existing bridge 5' (4) Will all, or a part of, the existing bridge be removed? (Explain). Yes, The bridge will be removed entirely. The existng bulkhead will not be removed, but left to retain riprap that will be placed behind it. f. Will proposed bridge replace an existing culvert(s)? Yes X 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) 0. Length of proposed bridge 45' h. Width of proposed bridge 30' i. Height of proposed bridge above wetlands j. Will the proposed bridge affect existing water flow? _ X Yes No If yes, explain New bridge will allow a greater flow of water k. Navigation clearance underneath proposed bridge I. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? X Yes_No If yes, explain Refer to "j" above m. Will the proposed bridge cross wetlands containing no navigable waters? Yes X No If yes, explain n. Have you contacted the U.S. Coast Guard concerning their approval? Yes X No If yes, please provide record of their action. 2. CULVERTS N/A a. Water body in which culvert is to be placed b. Number of culverts proposed c. Type of culvert (construction material, style) d. Will proposed culvert replace an existing bridge? Yes No I f yes, (1) Length of existing bridge (2) Width of existing bridge- (3) Navigation clearance underneath existing Revised 03/95 Form DCM-MP-5 (4) Will all, or a part of, the existing bridge be c. Will the placement of the proposed bridge or culvert removed? (Explain) require any highground excavation? X Yes No e. Will proposed culvert replace an existing culvert? If yes, _ _Yes _ No (1) Length of area to be excavated 14' If yes, (2) Width of area to be excavated 30' (1) Length of existing culvert (3) Amount of material to be excavated in cubic (2) Width of existing culvert yards 62 Cu. yds (3) Height of the top of the existing culvert above the MHW or NWL d. If the placement of the bridge or culvert involves any (4) Will all, or a part of, the existing culvert be excavation, please complete the following: removed? (Explain) (1) Location of the spoil disposal area Temporary spoil area is existing road bed f. Length of proposed culvert (2) Dimensions of spoil disposal area Cr. Width of proposed culvert 20' x 20' (3) Do you claim title to the disposal area?.'. h. Height of the top of the proposed culvert above the X Yes No MHW or NWL If no, attach a letter granting permission from the owner. i. Will the proposed culvert affect existing water flow? (4) Will the disposal area be available for future —Yes _—No maintenance? X Yes No If yes, explain (5) Does the disposal area include any coastal wetlands (marsh), SAVs, or other wetlands? Yes X No j. Will the proposed culvert affect existing navigation If yes, give dimensions if different from (2) potential? Yes , No above. If yes, explain (6) Does the disposal area include any area below the MHW or NWL? Yes X No If yes, give dimension if different from No. 2 3. EXCAVATION AND FILL above. e. Will the placement of the proposed bridge or culvert a. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material require any excavation below the MHW or NWL? described in Item d. above) to be placed below MHW _ _ _Yes X_ No or NWL? _ X No If yes, _Yes If yes, (1) Length of area to be excavated (1) Length of area to be filled (2) Width of area to be excavated (2) Width of area to be filled (3) Depth of area to be excavated (3) Purpose of fill (4) Amount of material to be excavated in cubic yards f. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material b. Will the placement of the proposed bridge or culvert described in Item d. above) to be placed within: require any excavation within: _Coastal Wetlands _ SAVs Other Wetlands _Coastal Wetlands _ SAVs _ Other Wetlands . If yes, No If yes, NO (1) Length of area to be filled (1) Length of area to be excavated (2) Width of area to be filled (2) Width of area to be excavated (3) Purpose of fill (3) Amount of material to be excavated in cubic yards g. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material Revised 03/95 Form DCM-MP-5 described in Item d. above) highground? Yes X No If yes, (1) Length of area to be filled (2) Width of area to be filled (3) Purpose of fill 4. GENERAL to be placed on a. Will the proposed project involve any mitigation? Yes X No 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 Form DCM-MP-2 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 RipRap will be placed behind existing bulkhead NCDOT-Pamlico 56 Applicant or PMject Name Signature Date Revised 03/95 32 1125 i3x, Fl- 19 50 5 C.Wftb— RA 1>17 MP. 7M 16 P77 1321 2 14 M COUNTY Pim CouP 12' no 13 y 3, G H T 13ZI I IQQ G R 0 U N D Pis 1321 P23 23-1 P 0 C 0 S 1110 21 56 "IR 14 28 6 • 1102 1 QQ* TOM AWAJiOE 1114 IW. 431 '-'OP3 AL liol 35-M tz 5 ES 5 64 ............. C, 0 N 'T y PAMi-)co CauNTY BR/DOENO. O �j(o SR-II15 . �oCgT�ot.1 :0.3Mt, ME TCT. SR lao� l eo, PRE1T1E,�SSD %RbD SLAB go' SKEW N t STA. 10}Zs T'HOMU5 XON65 R r, I box 18 GRAnlTst3o�ai N.0 . 28529 BEARD CREEK TNoMus J-onws WooDS G r ! %X /$ J; �x�Srin� NE.QaW� � 1 RrP-�'AP ---- PP TBM 2'PiME T lS� - IOoS `` 30" RcP 20 85 r— �� SR -Ills 0 OIL pp WOODS / L.vOoD S i CJA� ID g�LL. Cz�oR6L- W►�L�s Rr. 18ox'72 . two PROJECT NO. DATE MAY 30, 2001 ROAD SR 1115 ROAD NAME ROBERT'S ROAD COUNTY PAMLICO EXISTING TIMBER BRIDGE BRIDGE 56 4 EXISTING WIDTH:20' EXISTING LENGTH:46' SUPERSTRUCTURE: TIMBER FLOOR ON TIMBER JOIST HEIGHT CROWN TO BED:9' WATER DEPTH:2' SR 1115 SKEW:90 DEGREES — NWL --------:-_T_------ ---- N EXISTING HEAD WALL L 44' PROPOSED CONCRETE BRIDGE o' SR 1115 9i o ___ _____ T____-v_______________ N RIP RAF NWL EXISTING WALL HEAD NEW HEAD WALL EXCAVATION ABOVE NWL- PROPOSED WIDTH:30' I4' L x 30' W x 4' D = 62 CUBIC YARDS PROPOSED LENGTH!60' SPANS: 1060.0' PRESTRESSED CORED SLAB SKEW:90 DEGREES EXCAVATION BELOW NWL HEIGHT CROWN TO BED:9' WATER. DEPTH:2.0' 0 CUBIC YARDS SENDER: I also wish to receive the ■ Complete items 1 and/or 2 for additional services. following services (for an w ■ Complete items 3, 4a, and 4b. ■ Print your name and address on the reverse of this form so that we can return this extra fee): L d� card to you. ■Attach this form to the front of the mailpiece, or on the back if space does not 1. [1 Addressee's Address permk. ■ Write "Return Receipt Requested"on the mallplece below the article number. 2• ❑ Restricted Delivery m ■ The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. o delivered. 3 3. Article Addressed to: 4a. Article Number 79 p p Pod; � °C CL David Bell 4b. Service Type ❑ Registered Certified d IX Rt. L BOX 84 ❑ Express Mail ❑ Insured Grantsboro, NC 28529 ❑ Retum Receipt for Merchandise ❑ COD 1 7. Date of Delivery 'o 5. Received By: (Print Name) 8. Addressee's Address (Only if requested s and fee is paid) C 6. Signature: (Addressee or Agent) X 3i PS Form 3811, December 1994 102595-98-B-0229 Domestic Return Receipt `a r �5 a� b 00 G) v :101 m a-1 r "q m <m m 0 0 "q -q Z � Z mO O D X ;U X oUnE� 2 D-4*N D <O O m ;6 _r w Z D LCD O Ij Z I -NJ I� w ru ru a 0 ID 0 ru r 0 w Ir 117 SENDER: 1 2 for additional services. I also wish to receive the following (for an ■ Complete items and/or ■ Complete items 3, 4a, and 4b. ■ Print your name and address on the reverse of this form so to that we can return this services extra fee): E �, you. Attachthis form to the front of the me 1piece, or on the back it space does not 1. ❑ Addressee's Address ■ C e 'Return Receipt Requested' on the mailpiece below the article number. 2• El Restricted Deliveryy m ■ The Return Receipt will show to whom the article was delivered and the data Consult postmaster for fee. 1x delivered. 3. Article Addressed to: 4a. Article Number 7o ,2o CUA q1 t) &101 E 3 Jones 4b. Service Type ❑ Registered Certified Thomus 8 Rt. 1, Box 18 ❑ Express Mall ❑ Insured c Grantsboro, NC 28529 ❑ Retum Receipt for Merchandise ❑ COD 7. Date of Delivery 5. Received By: (Print Name) 8. Addressee's Address (Only if requested Y and fee is paid) 6. Signature: (Addressee or Agent) X a PS Form 3811, December 1994 102595-98-"229 Domestic Return Receipt c) CIX M C —I A m 3 m <m 0. o Z Z no°� � X x 0(Uj IG� n1�N b 4 N O O W r ci -- i W ru ru o _i Q ED o -- ru LLI 0 d SENDER: :2 ■ Complete items 1 and/or 2 for additional services. N ■ Complete items 3, 4a, and 4b. ■ Print your name and address on the reverse of this form so that we can return this card to you. 6t ■ Attach this form to the front of the mailpiece, or on the back if space does not dpermit. ■ Write "Return Receipt Requested" on the mailplece below the article number. ■ The Return Receipt will show to whom the article was delivered and the date delivered. 3. Article Addressed to: 4a. Article I also wish to receive the following services (for an extra fee): 1. ❑ Addressee's Address � 2. ❑ Restricted Delivery �+ Consult postmaster for fee. a aaa Oct 4b. Service Type E George Willis ❑ Registered $ Rt. 1, Box 72 ❑ Express Mail Grantsboro, NC 28529 ❑ Retum Receipt for Merchandise 7. Date of Delivery 5. Received By: (Print Name) 6. Signature: (Addressee or Agent) o X w PS Form 3811, December 1994 low 8. Addressee's Ad and fee is paid) y1o3 x rD ((Certified ❑ Insured ❑ COD 0 a if requested y c 102595-98-B-o229 Domestic Return i -4l G) v M m <_ ;U r m o3 m <m O �{ z ' 0oo'n O o( AilG� D�(P)> j N O O w r A 0 w ru ru O O C3 O ru U-1 L' ru