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35206_NC DOT_20031028
I]CAMA / 1-1 DREDGE & FILL 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 ❑ Rules attached. Applicant Name Project Location: County Address r. s I �,� I Street Address/ State Road/ Lot #(s) City < < State ZIP Phone # (�) C. - Fax # O Subdivision Authorized Agent City ZIP Affected `A CW ❑ EW C PTA ,DES q PTS Phone # (.. } River Basin AEC(s): I_- OEA ❑ HHF ❑ IH ❑ USA ❑ N/A Adj. Wtr. Body (nat /man /unkn) -i PWS: ❑FC: ORW: yes / no PNA yes / no Crit. Hab. yes / no Closest Maj. Wtr. Body Type of Project/ Activity Pier (dock) length Platform(s) I. Finger pier(s) Groin length number Bulkhead/ Riprap length avg distance offshore �' i max distance offshore Basin, channel cubic yards Boat ramp Boathouse/ Boatlift Beach Bulldozing Other Shoreline Length SAM not sure yes no Sandbags: not sure yes no Moratorium: n/a yes ; no Photos: yes,, no Waiver Attached: `yes; no A building permit may be required by: Notes/ Special Conditions Agent or Applicant Printed Name Signature ** Please read compliance statement on back of permit Application Fee(s) Check # (Scale: ) See note on back regarding River Basin rules. Permit Ofpfic/e{�rJ'sbignature , Issuing Date Expiration Date X 000.6- 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 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 consistentwith 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 (252-946-648 I) or the Wilmington Regional Office (910-395-3900) for more information on how to comply with thesebuffer 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 / 1-888ARCOAST Fax: 919-733-1495 Fax: 252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Morehead City District 151-B Hwy. 24 Hestron Plaza II Morehead City, NC 28557 202-808-2808 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 910-395-3900 Fax: 910-350-2004 (Serves: Brunswick, New Hanover, Onslow -below New River Inlet- and Pender Counties) www.nccoastalmanagement.net Revised (0/05/01 A NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary October 28, 2003 NC Department of Transportation ATTN: Mr. Jay Johnson P.O. Box 1587 Greenville, NC 27835 Dear Mr. Johnson: Attached is General Permit #C-35206 to replace culverts in Carteret County adjacent to Tusk Creek at SR 1349, Smyrna. In order to validate this permit, please sign all three (3) copies 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, Bill Arrington D.O.T. Field Representative BA/srk Enclosures 151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557 Phone: 252-808-28081 FAX: 252-247-33301 Internet: www.nccoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post consumer Paper /CAMA / ,DREDGE & FILL NY 35206 GENERAL PERMIT Previous ll� }4 New ' 'Modification ❑Complete Reissue -Partial Reissue permit# 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 I SA NCAC 6) 71 f Z 3 ("C� Applicant �� NameQ - _ ❑ Rules attached. Project Location: County Cyr rvZ` ( Address r C - � ��!, � % _ Street Address/ Stalt'e Road/ Lot #(s) S City rp'c1 0 ! _State !�I ZIP Z 7 �� (�1 4 �" �- S i c /�h t Ccci� r e' F t(i Phone # Fax # (__- ) Subdivision 1 vi u -s — Authorized Agent 1^ 1ctS( _ City hly/_e'rlo ZIP Affected Xcw X.W X PTA ,KES ,)<PTS Phone # () River Basin 1k)It OEA ElHHF IH ❑ UBA N/A AK(s): Adj. Wtr. Body �.i5 '1C %-- _ nat man unkn PWS: IFC: ORW: yes no PNA yes no Crit. Hab, yes / no Closest Maj. Wtr. Body Yccc cl Type of Project/ Activity a k-eO IQ cc ), ,� r t1 n (Scale: Pier (dock) length Platform(s)- Finger pier(s)__ - Groin length I :Srl 4 i -/X / •3 x yo), AA t" number �J 1 - LL t \ Bulkhead/ Riprap length n avg distance offshore of Qv, iG T x 0 7'1 � � 1 max distance offshore -/ Basin, channel C' 61 J C( �Yl � (� )`�. i 1 �'t-�li ✓L� c;s �' �'1 8�l /� �VAOa%l6� 4, C 0:3 ct.-•V S.� rtt4•77i`' /C ly C3 cubic yards Boat ramp Boathouse/ Boatlift Beach Bulldozing --- Shoreline Length SAM not sure yes no Sandbags: not sure yes Co Moratorium: n/a a no Photos: no Waiver Attached: (2p— no A building permit may be required by: / See note on back regarding River Basin rules. Notes/ Special Conditions _U Il�r`{ :!1.tQ(-71 41(.f Sf 1j ✓ r � i S 7 L cz i l Q rl' e-'c / /ec $ 1 �Z �� �}E 4f /C 4t n�_ Y Tt l t k S C� Agent or Applicant Printed Name Signature Please read compliance statement on back of permit Application Fee(s) Check # Local Planning jurisdiction xpiration Date X G60.5%�g Rover Fife Name NC Department of Transportation 1514 Mail Services Center Raleigh, NC 27699-1514 PAY TO THE ORDER OF NC DEPT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF COASTAL MANAGEMENT 1638 MAIL SERVICE CTR RALEIGH NC 27699-1638 State Treasurer, Raleigh, North Carolina Payable at Par Through Federal Reserve System 111 1433814118 1:053 L L05941: -^F 66-105r 531 Warrant 1433814 Date 05/29/2003 $ 100.00 B ooiw-��y-�i�ai-t-�ya��i���.�i�,�i-a oHt xt�o :tea eaioo u�o xtxo 511100011160 ills 0 C. Wayne Stallings Chief Financial Officer ■ 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. Article Addressed to: 7S(neo-)N' (Nv- Q �d3 Ha'(,COk PIGCQ A. rre'. x eceived by (Printed Name) C. Dat of Delve D. Is delivery address different from item 1? U Yes If YES, enter delivery address below: Y No 3.ce Type ertified Mail ❑Express Mail 13 Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. _Is 4. Restricted Delivery? (Extra Fee) ❑ Yes 2, Article Number 7002 2 410 0001 1685 4232 (franster from service label) �' PS Form 3811, August 2001 Domestic Return Receipt UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, addres$j,p;!d ZIP+4 40�"thisibox • 0 FS Attn: Jay Johnson NC Dept of Transportation Qv PO Box 1587 Greenville, NC 27835 S�L vlw�' (�OeA-Q I - I i r ? I I ? I ! I - it 1 ! i1 -. - i i : : : .1 � t; : : t ; *1 ? i z Z . j. J I... I I.. I ... H-hi .... 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: 55lo 2. Article Number (Transfer from service label) PS Form 3811, August 2001 COMPLETE THIS SECTION ON DELIVERY B. Received by ( Printed Name) G. Date oj�pelivery i D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. S rvice Type Certified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise } ❑ Insured Mail 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 7002 2410 0001 1685 4201 Domestic Return Receipt ❑ Yes 102595-02-M-154C UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS 111111 Permit No. G-10 0 Sender: Please print your name, address, and ZIP+4 in this box 9 Attn: Jay Johnson OCTI 4 2003 NC Dept of Transportation PO Box 1587 Greenville, NC 27835 Cos\e� GO - ■ 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: was A. Signature X B. Re iv d g ( Printed Name) C. D. Is delivery address different from item 1? If YES, enter delivery address below: No 3. Service Type --- ertified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number 7002 2410 0001 1685 4225 (Transfer from service Labe PS Form 3811, August 2001 Domestic Return Receipt 102595-02•M-1540i UNITED STATES POSTAL S • Sender: Please pTi6t First -Class Mail- PM Postage.&-Vaes Paid - USPB -- Perr 4t No. G-9 0 rMm name, address, and ZIP+4 in this box • Attn: Jay Johnson Ocr NC Dept of Transportation ¢ Z003 PO Box 1587 Greenville, NC 27835 S'P--i '13 L\C� Car C� ■ 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, S or on the front if space permits. i 1. Article Addressed to: I�arenCrl Q 2. Article Number A. Signature ❑ gent ddressee B. ecei d by (Printed a�me) C. Datepf D very zG 10)1114 D. Is delivery address different from item 1? 'U Yes If YES, enter delivery address below: ❑ No 3. ervice Type Certified Mail ❑ Express Mail 13 egistered ❑ Return Receipt for Merchandise + ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes j 42 102595-02-M- owl ERV UNITED STATES POSTAL S r. Postage & Feizs Paid USPS Permit No. &1_Q • Sender: Please prrnw-�6�ame, address,'and ZIP+4 in this box Attn: Jay Johnson NC Dept of Transportation PO Box 1587 Greenville, NC 27835 SvZ �aq Car-\mA Co 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 j. Will the proposed bridge affect existing water flow? other sections of the Joint Application that relate to this _ _Yes No proposed project. If yes, explain 1. BRIDGES k. Navigation clearance underneath proposed bridge a. Public X Private 1. Will the proposed bridge affect navigation by reducing or increasing the existing navigable b. Type of bridge (construction material) opening? Yes _ No If yes, explain c. Water body to be crossed by bridge m. Will the proposed bridge cross wetlands containing d. Water depth at the proposed crossing at MLW or no navigable waters? Yes No NWL If yes, explain 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 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 Hancock Creek b. Number of culverts proposed 2 @ 63" x 87" x 48' Corrugated Metal Pipe c. Type of culvert (construction material, style) Aluminum 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 Revised 03/95 Form DCM-MP-5 OCT 1 4 2003 (4) Will all, or a part of, the existing bridge be (3) Amount of material to be excavated in cubic removed? (Explain) yards 475 Square Feet e. Will proposed culvert replace an existing culvert? c. Will the placement of the proposed bridge or culvert X Yes _ _No require any high ground excavation? If yes, X Yes No (1) Length of existing culvert 2 @ 40' If yes, (2) Width of existing culvert 2 @ 73" (1) Length of area to be excavated 42' (3) Height of the top of the existing culvert above (2) Width of area to be excavated 19' the MHW or NWL 1.6" (3) Amount of material to be excavated in cubic (4) Will all, or a part of, the existing culvert be yards 798 sq ft removed? (Explain) Yes, The existing culverts will be removed and replaced with d. If the placement of the bridge or culvert involves the new culverts. any excavation, please complete the following: (1) Location of the spoil disposal area f. Length of proposed culvert 2 @ 48' Temporary spoil area is existing road bed (2) Dimensions of spoil disposal area g. Width of proposed culvert 2 @ 7.25' 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 1.3' 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 X 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 X 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 X No MHW or NWL? X Yes _ _No _Yes _ _ If yes, If yes, (1) Length of area to be excavated 50' (1) Length of area to be filled 50' (2) Width of area to be excavated 19' (2) Width of area to be filled 18.5' (3) Depth of area to be excavated 2.4' (3) Purpose of fill use gravel backfill as bedding (4) Amount of material to be excavated in cubic for replacement pipes yards 950 sq ft *(170 of which are open water impacts) 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 x Coastal Wetlands SAVs Other Wetlands Wetlands If yes, NO _ _ If yes (1) Length of area to be filled (1) Length of area to be excavated 190' (2) Width of area to be filled (2) Width of area to be excavated 2.5' (3) Purpose of fill To widen road bed at approach to pipes. Revised 03/95 I �J Form DCM-MP-S g. Will the placement of the proposed bridge or culvert NCDOT-Carteret SR 1349 result in any fill (other than excavated Applican Project N e material described in Item d. above) to be placed on highground? Yes X No Signature If yes, V Cl (1) Length of area to be filled - q (2) Width of area to be filled Date (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? x Yes _No If yes, explain in detail Rip Rap will be placed at end of pipes Revised 03/95 ► �I VICINITY MAP SEE ATTACHED SHEET STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS .0 2C.01601� 1 5 ,uI——————————————————————— — — — — —-- J PERMIT DRAWING DATE: AUGUST I8, 2003 Q I o LOCATION: SR 1349 PREPARED BY:N.C.D.O.T. - NEW BERN DISTRICT ENGINEER'S OFFICE N - HANCOCK PLACE ROAD -------------- - - - - - - - 209 SOUTH GLENBURNIE ROAD ----------------- ®I 'ti' SMYRNA TOWNSHIP CARTERET COUNTY NEW BERN.NC 28560 TYPE OF WORK:---------------------------------------- (,� -PERMIT-APPLICATION , ----------------� ---- i 14 U .I U O, t' to I POTS1a.10400.00 00 u CSC SCALES DiB= DALI �1 - - ADT _ MANS ADT DIN = % D = % IjFlOFLE (HOW ►RAI) T - _ _ % ' " y v WH A j m� ' TTST % DUAL % 10% PROJECT LENGTH 2,073.82 0.393 MILES m a POT Sto. 30173.82 END STATE MAINTAINANCE PREPARED IN THE OFFICE OF f HYDRAULICS ENGINEER DIVISION OF HIGHWAYS mvo arpn�� RIGHT OF WAY DATE. ROADWAY DESIGN LETTING DATE.. DIVISION OF HIGHWAYS TEOF NORTH AROLINA II OWAiEWff OF s4KW0ArAnW 11 SAL m-wAT ADimani NA1 ii[f�r. r.uu}ir�f rnnr.tuAiut ii ii..............••••.••• 6 Iz 1) 11 , �l 0� 'REE DAA, RISEompow,01 we COMMALINITV AND TOWN CENTER ► COUNTY SEAT SCHOOL COLLEGE Ol, IMMAS" NoSpTEAL CHLIACH .4J, CHURCH WITH CVAMRY CEMETERY ri`_:j}�G -�'—• Mr. ,.mr.\' tt `,._j `{'.l ' I, �, / Q * FATROL FtA710H m CORRECnONLAL OR p91AL Wnft �AY GARAGEG4E OR MAJNT. YARD HIGHWAY M. OR DIU. WFKt WDGHT STATION 1� \` • 1 • /lid. '' ' Y �' ll Y 1 j ^' 1 /{ t moHLRAEH,-&MuI msroxMm AIR 1; \\.1 "/•1 /(. i, ��.,'1�:�r�Cr .��`�:. _�^`_��.,/�///� _.. —� �'� / i- ' /'/ mouNTAM TEAK v A REST AREA REA-W�TION STATWN `c.� ll ._IA \ �. A, �If., n {�L. r/ CO� WARD 3TATMISI (1 .1 MILITARY AIRRELD LAIR, RD) J I �4,fk T CoMAAER o AMINW&ALFIELD HkNGARt FIELD '14 If MAAM ALMLIkAY Fl- 4I_ V. �414 �i* L�` 0) 7 t �(%;'t :'.%.� j V 4. Ull"4* 41, 'elk ]PAGE, 2 (01F (0 .'V L�A lit, SI/A +CARTERET COUNTY Iro NORTH CAROLINA MVM® " wit NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P, DIVISION OF HIGHWAYS - GIS UNIT THE U.S.DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION wl. 4 � tK 4;_1 LIZ- I_L! SCALE I STATE MAINTAINED RUADS Gw -',y5TEM RIJAM. H (IN TFURITAGE RIIADI. IF LAN. 1. 1991, ts I AMEX K" TO 00UNTY ADM —As MIAMI MR ENLARGEMENTS ......................... f INIR __1 OF CARTERET COUNTY -- 031 SEE SPECIAL NOTES DIFFUSE FLOW THROUGH VEGETATED UPLANDS BEFORE ENTERING WETLANDS 'o I S' _J ti so. o, A o yr i FOR PERMITTING ONLY: PREPARED BY: N.C.D.O.T. PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS NOT FOR CONSTRUCTION NEW BERN DISTRICT ENGINEER'S OFFICE 2C.0/60/4 3 5 209 SOUTH GLENBURNIE ROAD AREA l = 60 SO. FT. NEW BERN,NC 28560 STATE PROJECT NO. DESCRIPTION PERMIT DRAWING DATE: AUGUST I8, 2003 WETLAND IMPACTS SR /349 SR 1349 HANCOCK PLACE ROAD � I SMYRNA TOWNSHIP SEE SPEC/AL NOTES MYRNA O COUNTY HANCOCK PLACE ROAD DIFFUSE FLOW p�tT�E)Jfl� RT E E:I"=50` s Q`0s 20' SOIL ROAD VEGETATED rIANLtS 20 soy ,BEFORE ENTERING WETLANDS DUNE 12, 2003 PEGGY M.DAVIS��Q�� k�Y, IIOI COURTYARD EAST �\ BEAUFORT, NC 28516 /S (�< DBK. 232, PG. 475 L tl HANCOCK CREEK �c, P�h� �� S9 ESTURINE WATERS Q �ct0h \ V �Q � - + - WHITE OAK RIVER BASIN NO RIPARIAN BUFFER RULES ��,��?ti�' G� PTSta. 13+68.77 Qo°�FOti� 0� ���� ��_ k �Q��eo c41 /1/ � 32 °s ti z �P��Q�CF14 f'RD-pSOF "3 e t' o�r,e1 PTSta. 16+26.73 ycryFc� 6• . O° .4 #5 - Si7T FENCE — — �\O PCSto. 12+46.2 =20 - -� - - _ - AI6 °19 PROPOSED R/W - Fa --- 904 ° °AtiY --- - �� P<s- IN SEE SPECIAL NOTES P, R --------------------'" 0 /mac P DIFFUSE FLOW THROUGH VEGETATED UPLANDS -'% BEFORE ENTERING WETLANDS V IT --` — 8 ' FRgy, -�------------------- " Iz' /r (� r�� SEE SPECIAL NOTES DAMES 51L AND WAY O.BELL ,o E �' _ — — _ �1 � ` v DIFFUSE FLOW THROUGH 5_ 5 NC H/GHWAY 58 (v �E/9 — ``II'' 9Q9 �� SWAN$BORO. NC 28584 A/1'Q ¢ 1 ° `�%+ G OBK. 83/. PG.476 V �,,� �� _-,Y - . ,�-� �( VEGETATED UPLANDS MBK./ PG �� 0 BEFORE ENTERING WETLANDS OPEN WATER IMPACTS .moo - - �0 �� e�0� DOUGLAS E.GILLIKEN AREA I 30 S0. FT. �, o� PROPOSED 8/w 2800 WEST BRIGSTOCK AREA 2 35 SO. FT. -r o MIDLOTHIAN,VA 23/13-6308 5'S� DBK.9I2, PG. 49/ AREA 3 35 S0. FT. S � C) MBK. 29, PG. 9/6 AREA 4 30 SO. FT. ° TOTAL: 170 SOFT.�,pO � 0.004 ACRES c <` /y 0 / 6'A '�C 2 O / AREA 3 = 95 SO. FT. � AREA 4 = 70 S0. FT. '8s -p WETLAND IMPACTS IMPACTS ON 404 AND WETLAND IMPACTS `��'9 ��vb COASTAL WETLANDS SPECIAL NOTES - �'' - SPECIAL NOTES — AREA 1 60 SO. FT. (lJ TYPE -A ROCK SILT CHECKS AND TYPE-B SILT BASINS (I) TYPE -A ROCK SILT CHECKS AND TYPE-B SILT BASINS AREA 2 250 SO. FT. LOCATED LEFT AND RIGHT OF LOCATED LEFT OF STATION 16+75 AND RIGHT OF STATION 12+50 SHALL REMAIN PERMANENTLY STATION 16+00 SHALL REMAIN PERMANENTLY AREA 3 95 50. FT. (2)UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE (2)UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE AREA 4 70 SO.FT. MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS (3) THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE (3) THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE TOTAL: 475 SOFT. MAINTAINED AS SPECIFIED IN THE OWO-DOT MAINTAINENCE AGREEMENT. MAINTAINED AS SPECIFIED IN THE DWO-DOT MA/NTA/NENCE AGREEMENT. 0.0/ ACRES PROJECT NO. 2C.016014 CROSS SECTION OF pATE AUGUST 11,2003 - ROAD SR /349 CULVERT CROSSING ROAD NAME HANCOCK PLACE ROAD ARCH TYPE PIPE COUNTY CARTERET PAGE 4 OF 5 EXISTING 2@ 55'x73'x40' CMP ROAD SR 1349 2°0' I2.0' / NWL i JI 1'6 EXISTING 2c 55'x73'x40' CMP .01 6' 6 / UNDERCUT & BACKFILL NOT TO SCALE PROPOSED 2v63"x87'x48 CMP ROAD SR 1349 �E 19' 2 ° 4 NWL 1.3 / PROPOSED 2@63"x87'x48' CP 7.25' r cr rrrimaim BED NG 3.0 7.25' Li 2' w W w uj �= 1`7 uj w _Llil- . =p > > O= I LL J PROPOSED RIP RAP 0 END m "TOP VIEW a '^ cr4 OF PIPE LD a UNDERCUT & LL Z =3 3 BACKFILL NOT TO SCALE z 160 SQUARE FEET 10' y, uj v OF NEW FILL x o o w �o w w w -o _ DITCH PROPOSED PIPE DITCH PROPOSED PIPE TOTAL SQUARE FEET 10' OF NEW FILL = 320 SO. FT. C L r Y 4 2003 EXCAVATION ABOVE NWL: FINISHED EARTH SLOPE AS REQUIRED 19'w x 40L x 2.0'd = 798 SOUARE FEET EXCAVATION BELOW NWL: PROPOSED RIP RAP (2 END w U OF PIPE 19'w X 59L x 2.4'd = 950 SQUARE FEET c 1 1 LEGEND SHEET DIFFUSE FLOW THROUGH WETLANDS I' VEGETATED UPLANDS BEFORE ENTERING WETLANDS w SOIL EROSION CONTROL LEGEND. � TYPICAL EACH SHEET TEMPORARY ROCK SILT CHECK r- I > SILT IASIN TYPE W TYPE -A UPLANDS w I a SKI BASIN trP[ e W I O IM TEMPORARY ROCK SILT CIWCK TYPE -A Q Q. w � IEAIPORARY ROCK SST CHECK TYPE.O 40 I W -�--�--�— TEMPORARY SSI FENCE SILT BASIN TYPE-B I I 2 o a w U I w w �I .y GRADE BREAK w DIRECTION OF FLOW o I Z i III' ------ WOODSLINE Ear � DIFFUSE FLOW DETAIL � --- DIFFUSE FLOW TEMPORARY ROCK SILT CHECK TYPE 'B' ` N \ �EDGE OF PAVEMENT s STRUCTURAL STONE BACK SLOPE ISOMETRIC VIEW 1' YIN. NATUuI OPOVND CROSS SECTION YEE DITCH BASE OF DITCH I' WIN. NATURAL 'won I1• 17' YIN. r XINENT FLOW— ' L OPTIMAL TY•B• N•.S• CROSS SECTION WILT BASIN PE -J ' IY THICK SEOIWENT TRAPEZOIDAL DITCH CONTROL STONE ELEVATION VIEW I I NTS ------- 404 WETLANDS FILL AREA 20' THEE;, NEUSE RIVER RIPARIAN BUFFER ------- 404 WETLANDS $ -- COASTAL WETLANDS 10 GL 0 GL 0 ---- GRASS LINED CHANNEL r Not SECTION B-B •1 • Ir nY.. 1,• M2. - nolx r NIN •;.A .� F,n�m SECTION A -A TEMPORARY ROCK SILT CHECK TYPE -A PROPOSED SILT FENCE WETLAND I VAR.O'-6' EDGE OF EXIST. ROAD EXISTING FILL , UTILITIES LEGEND, TYPICAL EACH SHEET • POWER POLE • AG ID TELEPHONE PEDESTAL © CABLE TV PEDESTAL OO SEWER CLEAN OUT ® WATER VALVE FIRE HYDRANT O WATER METER EIPO EXISTING IRON PIPE + PROPERTY CORNER — R PROPERTY LINE GRASS -LINED CHANNEL TRAPEZOIDAL DITCH SECTION T D B E Z = pE X-SECTION AREA TAT = 80 in TOP WIDTH (T1= 8 i 2DZ AREA TO BE �_6� FILLED OR UNDISTURBED AREA DISTURBED .I FABRIC BURIED BELOW EXISTING GRA SILT FENCE DETAIL NTS PROPOSED SILP FENCE E F VAR.O'-G' I WETLAND EDGE OF EXIST. ROAD