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Home My WebLink About43401_NC DOT_20051005• El CAMA / L' DREDGE & FILL GENERAL PERMIT KNew ❑Modification ❑Complete Reissue --]Partial Reissue 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 purs Applicant Name tU C 0 0T Address h'y 1�,j % City ;'.�, ,r f State �� ZIP 2- 7 23�' Phone#(.•' ,7-) P, 'Zc./�aax#(_) Authorized Agent �ti TO 1,x, %. so� Affected E CW K EW Y�PTA �e ES '4 PTS AEC(s): F- OEA ❑ HHF ❑ lH ❑ USA ❑ N/A ❑ PWS: ❑FC: ORW: yes / no PNA Cy -es / no Crit. Hab. yes / no Type of Project/ Activity uant to 15A NCAC Previous permit # Date previous permit issued i D. Rules attached. Project Location: County , f� Street Address/ State Road/ Lot #(s) j ✓ � �4 � 1,4 c rc%Lc r i. t 4 (, Cre- k c) Subdivision J dU 13 Zz City Ili, ZIP Phone # ( ) River Basin /V tf I Adj. Wtr. Body ('nat� man unkn Closest Maj. Wtr. Body /'�-U,- 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-.__ i(wyii((,i._� , Shoreline Length SAV: not sure yes � no Sandbags: not sure yes 0 Moratorium: n/a f`yey no Photos: yes 6) Waiver Attached: es no j A building may be required by: permit ,/t Notes/ Special Conditions Agent or Al5plicant Printed Name Permit Officer's S l f U r C-C A.-k r, (Scale: >1 ) NfSee note on back regarding River Basin rules. )�P 1, /h— —-o,,'/. / Signature Please read compliance statement on back of permit Issuing Date/ xpjration Date ApplicationFee(s) Check# Local Planningjurisdiction 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 I) 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, certifythat this project is consistentwith the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: i Tar- Pamlico River Basin Buffer Rules [] Other: J-< 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, Onslow -below New River Inlet- and Pender Counties) Revised 06/29/05 Form DCM-MP-5 BRIDGES AND CULVERTS � $100.00 Processing Fee h. Width of proposed bridge N C D O T WBS NO. 2B.2O6911 i. Height of proposed bridge above wetlands 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_ Revised 03/95 j. Will the proposed bridge affect existing water flow? _ _Yes No If yes, explain 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. 2. CULVERTS a. Water body in which culvert is to be placed Tributary flowiny- into Broad Creek b. Number of culverts proposed 2 c. Type of culvert (construction material, style) CORRUGATED METAL PIPE,ARCH TYPE 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 L Form DCM-MP-5 (4) Will all, or a part of, the existing bridge be removed? (Explain) N/A e. Will proposed culvert replace an existing culvert? _ X Yes _ _No If yes, (1) Length of existing culvert 55' (2) Width of existing culvert 60" (3) Height of the top of the existing culvert above the MHW or NWL 0.5' (4) Will all, or a part of, the existing culvert be removed? (Explain) YES f. Length of proposed culvert60' g. Width of proposed culvert 2 (a. 95" h. Height of the top of the proposed culvert above the MHW or NWL 0.5' Will the proposed culvert affect existing water flow? Yes X _No If yes, explain 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 64' (2) Width of area to be excavated 22' (3) Depth of area to be excavated 3.0' (4) Amount of material to be excavated in cubic yards 1,408 SQUARE FEET b. Will the placement of the proposed bridge or culvert require any excavation within: X Coastal Wetlands SAVs _Other Wetlands If yes, (1) Length of area to be excavated 8' (2) Width of area to be excavated 8' (3) Approximate area to be excavated 64Ft2 c. Will the placement of the proposed bridge or culvert require any high ground excavation? X Yes No If yes, (1) Length of area to be excavated 59' (2) Width of area to be excavated 23' (3) Amount of material to be excavated in cubic yards 1,357 SQUARE FEET 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 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) 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 Open Water Impacts If yes, (1) Length of area to be filled 14' (2) Width of area to be filled 4' (3) Purpose of fill For Pipe Bedding and Cover 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: N/A Coastal Wetlands SAVs Other Wetlands If yes, (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-S 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 to be placed on Signature 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 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)? Tvpical 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 Pi a ReDlacemerd on SR 1321 Applicant or P oje t Name Revised 03/95 Date 07/21/05 SR 1321, STRAIG T ROAD PAMLICO COU TY PIPE ACEMENT VI INITY MAP WORK�DER NUMBER 2B.206911 PROJECT 0 650 1,300 2,6Q0 3,900 5,2Q0 Feet SR 1321, STRAI G T ROAD PAMLICO CO IJ TY O�-IEtNT�SGS QUA1,1 MAP PIPE, EPLACEMENT , ,RAC , D , R NUMBER 2B.2OQ911 �s PROJECT 0 650 1,301Y r V2,6 3,900 5 ME TRIBTARP OF FOR PERMITTING ONLY: 28.206911 KATIE BALLANTINE BROAD CREEK NOT FOR CONSTRUCTION _ 7514 SHADONCREST DRIVE 2Q, KATIE BALLANTINE e CHARLOTTE, NC 28217 KAT $HA LLANT I ST DRIVE DBK. 301, PG. 214 BUFFER �oi zr>nE e CHARLOTTE, NC 28217 �"E Q / DBK. 301, PG. 214 wWE 116 SQUARE FEET COASTAL IMPACTS BUFFER 3� - ZONE / BUFFER EXISTING 3 62 60"x55' JVLY CORRUGATED METAL PIPES NOTE: PROPOSED CLASS B STONE WILL BE ZONE l PROPOSED 2 95'x67"x60 CMP,ARCH TYPE EMBEDDED INTO EXISTING SHOULDER IDAL FL MATERIAL AND GROUND COVER WILL BE AREA 2 MATTED AND SEEDED.I6 SQUARE FEET COASTAL IMPACT S PROPOSEDSEDTURBIDITY CURTAIN DIFFUSE FLOW THROUGH VEGETATED UPLANDS DIFFUSE FLOW THROUGH VEGETATED UPLANDS BEFORE ENTERING WETLANDS TRSC-A BEFORE ENTERING WETLANDS TRSC-A TEMPORARY SILT BASIN,TYPE-B T � TEMPORARY SILT BAS/N,TYPE-B N 63' 26'06" E EXISTING R/W -7 ------------------------------------------------------ EXISTING EPA SANDBAGS _ CLASS B STONE EXISTING SHOULDER POINT 500, SR1322 TO SR - TO SR 1325� � � �� EXISTING EPA PROPOSED EXISTING CLASS B STONE SANDBAGS EXISTING SHOULDER POINT -- --------------------- ----------------------------- ------------------ TEMPORARY SILT BASIN,TYPE-B EXISTING R/W TRSC A TEMPORARY SILT BASIN,TYPE-B TRSC-A DIFFUSE FLOW THROUGH VEGETATED UPLANDS DIFFUSE FLOW THROUGH VEGETATED UPLANDS BEFORE ENTERING WETLANDS AREA 4 30/ ; PROPOSED TURBIDITY CURTAIN BEFORE ENTERING WETLANDS 2(y NOTE: PROPOSED CLASS B STONE WILL BE 16 SQUARE FEET COASTAL IMPACTS BUFFER �1 BUFFER EMBEDDED INTO EXISTING SHOULDER 2V ZONE l �,E Q MATERIAL AND GROUND COVER WILL BE BUFFER 3ZONE MATTED AND SEEDED. ANNA GILLIAM AND MAY GILL)AM 1ONE a AREA 3 70 AMSTERDAM AVENUE ;BUFFER I6 SQUARE FEET COASTAL IMPACTS APARTMENT 3-G TR/B( TARY OF ZONE I NY, NY 10023 BRO CREEK DBK. 381, PG. 940 SHIRLEY LEE TINGLE COASTAL IMPACTS OPEN P.O.BOX 397 WATER IMPACTS BAYBORO,NC 28515 DAL FLOW DBK, 235, PG. 235 AREA I 16 SQ,FT. AREA 2 16 SQ.FT. AREAS / & 2 105 SOFT. �l NOTE: THIS CREEK IS A AREA 3 16 SQ.FT. AREAS 3 & 4 /05 SOFT. BLUE LINE STREAM AREA 4 16 SQ,FT. AS SHOWN ON THE ORIENTAL USGS OUAD MAP TOTAL: 64 SQ.FT. AND SHEET NUMBER 8 OF THE 0.002 ACRES SOIL SURVEY OF PAMLICO COUNTY 28.2069/l ROAD NAME STRAIGHT ROAD COUNTY PAMI Irn 4 S UNDER= i 6AWILL CROSS SECTION OF PIPE REPLACEMENT SR 1321 STRAIGHT ROAD PAMLICO COUNTY EXISTING 3 c 6ax55' CP ROAD SR /32J 2 3' 3.0' NOT TO SCALE mw PROPOSED 292 95'x 67" x 60' CMP,ARCH TYPE ROAD SR 13Z 23' AREA TO BE EXCAVATED AND BACXRUED NORMAL WATER LEVM DaSTMG snTAMBED UNDERCUT AND BACKPILL 0.6'1 3.0' 1 0.6' 4.0'I \ + l �•. vsSsr�a aw EXCAVATION ABOVE NWL: 23'w X 59 L x 3.0'd = 1357 SQUARE FEET EXCAVATION BELOW NWL: 22'w X 64'L x 3.0'd = 1408 SQUARE FEET r....r ecoo�o MCP. ntiereo or � — w Z Z p C g p J W W J p � W W 0 PROPOSED RIP RAP a END I a d TOP VIEW V) OF PIPE 0 c3 W W z TIE W W P P, �IO' PIP FINISHED EARTH SLOPE AS REQUIRED PROPOSED RIP RAP 0 END OF PIPE CREEK LEGEND SHEET ------ UTILITIES LEGEND TYPICAL EACII SHEET SOIL tl�nS-Olf CONTROL LEGEND. POWER POLE A__ TYPICAL EACH AG CPAMMFI) S,,rAt.,-r DIFF'USE Flow Illrour,11 wLILANDS VEGEIATED LlrLAFln', PEropE FAIlLrlljr. WE ILANDS =1 It T S-if I E 1, TELEPDOIIE PEDESTAL IF. -Omar po'k s" rrrccr rvrr, A LEl CABLE TV PEDESTAL Rnct It I clra Fat a frt'VOPARY Rf)EK Sq.1 C,CX Ima M SEWER CLEAN OUT 1, rE-A UPLANDS C"AtIt MAI WATER VALVE FIRE HYDRANT p-Ect-nn r FLO, 0 WATER METER SILT TA5111 TvrE It :r I ------ WOMISI-111E Elp 0 EXISTING IRON PIPE + ()IT I I Ir 'F I LOW PROPERTY CORNER PROPERTY LINE - 1111 AREA m ------- ()w UL 1 All. 11111'�F RIVER RIPARIANnLifrER HIS -- ------- 4n4 WITLAIJ[)S , GRASS —LINED CHANNEL + COASTAL *E114111S TRAPEZOIDAL DITCH SECTION LINED CIIAjjj[j WOO WATER IM-ACTI a, 'Amory B r"vorom ITME 41, A. Ita•ttom I I AREA TO 13E ro".Irmle vurN FILLED of? T_ lip UN[W;TURBEF), MI.- DISIL y" ..... 101 1, gin. kAn"AL 910" rill xi ). \�O I I L;j CIF_� I I I I RE0110" A -A / rapt FAI3RI(, RURIEU DFLOW EXIS I ING TEMPORARY ROCK SIL.T_cIIECK TYPE -A 111 F tie X TFj )ITAU INL CL NISON117MRc yps 'ni"outI T100-7I, M1,11MI-W - EmsimcrILL \> ILILYATI" VINM _�ROPOSEEF SILT FENCE 'x 11 AIIO VAR.O' _ WETLAND - I: EUGf of TXIS I. ROAD EDGE OF EMS 1. ROAD i LEGEND SHEET -- - -- SPECIAL SEDIMENT CONTROL FENCE r 3 FT. OVAI?I) ON FWIRE ME S)f Ellu: Ml(.ONIIt(N S/ONL FT. AIIN. �� wIRE-d1EStl __ SEDIMENT CONTROL_�[�ry�� 1 FT. AIIN. ,Ia WATER FL GAY I, r r/ STEEL POST - 2 FT.DEfP WU00 POST - 3 FT.DEEP GENERAL NOT£SI USE NO.3 OR 110.57 STONE FOR SEDIUENT CONTROL AND PAX FOR Al TI(L CONI NACT UNIT PRICE PER TON SEDfMENT CONTROL STONE USE tiARaYARE CLOTH 29 GAUGE WIRE AIESII WITH % INCH UESII OPENINGS INSTALL 5 FT.SELF FASTENER ANGI£ STEEL POST 2 FT-0EEP AIINIAIUM INSTALL 6 FT. LONG. 3 IN. IAA WOOD POSTS 3 FT.DEEP ANNIMUAI SPACE POSTS A MAYIAIUM OF 3 FT. TURBIDITY CURTAIN PUAIP SILT BAG //A