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Home My WebLink About19112_NC DOT_19980316O CAMA AND DREDGE AND FILL e-0 GENERAL 01112_ G APR 2 3 198 PERMIT '1 as authorized by the State of North Carolina Department of Environment, Health, and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC Applicant Name €V �-- �+ i',rr,rma �'t C,'! Address PC, , :\0-,, `d--S-d City LCy2Z. 3, , . Project Location (County, State Road, Water Body, etc.) Type of Project Activity —7a PROJECT DESCRIPTION I SKETCH Pier (dock) length Groin length number Bulkhead length max. distance offshore Basin, channel dimensions cubic yards Boat ramp dimensions Other 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, imprisonment or civil action; and may cause the permit to be- come 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) this pro- ject is consistent with the local 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. Phone Number State-- zip ? DI-2_ 1 attachments 4 0 (SCALE: NC,)N 1 ) applicant's sign permit officer's signature issuing date expiration date In issuing this permit the State of North Carolina certifies that this project is consistent with the North Carolina Coastal application fee Management Program. 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 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 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, k. Navigation clearance underneath proposed bridge 1. 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. Revised 03/95 Form DCM-MP-5 2. CULVERTS a. Water body in which culvert is to be placed Bunton Creek b. Number of culverts proposed 2 pipe arches c. Type of culvert (construction material, style) corrugated aluminum pipe arches (2 Q 112"x 75") d. Will proposed culvert replace an existing bridge? Yes X 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) e. Will proposed culvert replace an existing culvert? X Yes No If yes, (1) Length of existing culvert +/- 40 feet (2) Width of existing culvert +/- 6 feet (3) Height of the top of the existing culvert above the MHW or NWL + /- 0.5 foot (4) Will all, or a part of, the existing culvert be removed? (Explain) entire culvert will be removed f. Length of proposed culvert 60 feet g. Width of proposed culvert 112 inches (X 2) h. Height of the top of the proposed culvert above the MHW or NWL + /- 0.5 foot (NWL) i. Will the proposed culvert affect existing water flow? X Yes No If yes, explain larger culverts should enhance hydraulic exchange j. Will the proposed culvert affect existing navigation potential? Yes X No If yes, explain 3. EXCAVATION AND FILL a. Will the placement of the proposed bridge or culvert require any excavation below the MHW or NWL? X Yes No If yes, (1) Length of area to be excavated 60 feet (2) Width of area to be excavated +/- 22 feet (3) Depth of area to be excavated +/-1 foot (4) Amount of material to be excavated in cubic yards +/- 50 cubic yards b. Will the placement of the proposed bridge or culvert require any excavation within: No _ Coastal Wetlands SAVs _ Other Wetlands If yes, (1) Length of area to be excavated (2) Width of area to be excavated (3) Amount of material to be excavated in cubic yards 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 +/- 50 ft (2) Width of area to be excavated +/- 35 ft (3) Amount of material to be excavated in cubic yards + /- 200 cubic yards d. If the placement of the bridge or culvert involves any excavation, please complete the following: (1) Location of the spoil disposal area Twitty pit (SR 1309) (2) Dimensions of spoil disposal area N/A (3) Do you claim title to the disposal area? X Yes No If no, attach a letter granting permission from the owner. Revised 03/95 Form DCM-MP-5 (4) Will the disposal area be available for future maintenance? X Yes No (5) 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. (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 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? X Yes No If yes, (1) Length of area to be filled +/- 50 feet (2) Width of area to be filled +/- 22 feet (3) Purpose of fill bedding/backfill for culverts 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 described in Item d. above) to be placed on highground? X Yes No If yes, (1) Length of area to be filled +/- 50 feet (2) Width of area to be filled +/- 35 feet (3) Purpose of fill replace roadway subgrade at excavation 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? Application of Best Management Practices f. What type of construction equipment will be used (for example, dragline, backhoe or hydraulic dredge)? backhoe, trucks 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 M. Randall Turner, Division Environ. Officer Applicant or Proj Name Signature March 6, 1998 Date Revised 03/95 ........ - ------- SWAVP 3 Cd j ROPER POP. "a 01. D—p Led, Qj k. ch. L- c� •CRESWELL ft. T•'Of. 3" IPPE R 'I Q,$.G • RIVER flh;l�P 7. 14Ath*VJ4Y ht2 aox So [Resw(II, N�-,7,7949 d v 0 Z o o v b I T n w r r � ExIST.- /? 7A X 40 1C Z Acavld 8m�{'� u i i O txCc�lfc�-rl� � AS' 4cE�pJE�t�� R1�cK�,�ll► .� W. S. E L. 417. 0 -- $Ep 1,dVe RT EL. ¢90.0 lk R4 NORTH CAROLINA DEPARTMENT OF TRANSPORTATIO', DIVISION OF HIGHWAYS COUNTY: WASHINGTON / TYRRELL PROJECT: Replace EXISTING PIPE w/ 2 - 112" x 75" C.A.P.A. on S.R. 1305 DATE: z/19/98 SUBJECT: PLAN SCALE: SHEET: 2 of 1L / = /0, Jsfr ll"=60'HORIZ.