The URL can be used to link to this page

Home My WebLink About59996_NC DOT_20120824❑JC,%MA / i` DREDGE & FILL No. 59996 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 E Rules attached. Applicant Name ,' .. Project Location: County Address i' Street Address/ State Road/ Lot #(s) City State ZIP Phone # O Fax # O Authorized Agent - Affected L CW ElEW XPTA ElES C PTS AEC(s): 1 OEA ❑ HHF ❑ IH ❑ USA ❑ N/A -1 PWS: ❑ FC: ORW: yes / no PNA yes / no Crit.Hab. yes / no j Type of Project/ Activity 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 175 i � Shoreline Length SAV: 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 e Signature ** Please read compliance statement on back of permit" Application Fee(s) Check # Subdivision City __-- — ZIP Phone # ( ) _ River Basin Adj. Wtr. Body (nat /man /unkn) Closest Maj. Wtr. Body _. (Scale: E See note on back regarding River Basin rules. Permit Officer's Signature Issuing Date Expiration Date r_ Local Planning Jurisdiction 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: 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 (252-946-648 I) or the Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules. Division of Coastal Management Offices Raleigh Office Morehead City Headquarters Mailing Address: 400 Commerce Ave 1638 Mail Service Center Morehead City, NC 28557 Raleigh, NC 27699-1638 252-808-2808/ 1-888ARCOAST Location: Fax: 252-247-3330 2728 Capital Blvd. (Serves: Carteret, Craven, Onslow -above Raleigh, NC 27604 New River Inlet- and Pamlico Counties) 919-733-2293 Fax:919-733-1495 Elizabeth City District 1367 U.S. 17 South Elizabeth City, NC 27909 252-264-3901 Fax:252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans 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) Bridge # 12 and # 25 on NC 37 - Gates County Quadname Gatesville z Y r ; .. I .. - 1. I �. Sridgb # 12 I _ 4: 1 �.at. 36.409 33 • I r Long. 76.788 82 4, - -- - — _ _ ,r I a I Bridge # 2S I 1 Long -�6 a72 1 If _ { � I S � I _ 1-- I� II 0 0 25 05 1 Miles I I I I I I I I I SBG_ SHOULDER BERM GUTTER SBG -L- STA. 12 + 60 TO STA. 12 + 64 LT SBG -L- STA. 14 + 51 TO STA. 14 + 76 LT BRID SLOTS -L- STA. 12 + 81 TO STA. 13 + 17 LT -L- STA. 14 + 12 TO STA. 14 + 46 LT WETLAND AND SURFACE WATER IMPACTS PERMIT PR POSED BRIDGE I CE TER STA. 13 + 63.50 —L- 17 . LENGTH; 30'-10" CLEAR WI TH 3 PANS (1 @55', 1 @65', 1 @55') OUTLET DATA Q10 = 0.2 CFS V10 = 3.1 FPS NV. EL. = 5.2' WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IPREL1k 11 A�tY PLANS I DO NOY V9g PO CONSIAVLt • '0 SKEW VP @ Q TAZEWELL D.EURE.JR TREES -IN DO 186 PG 570 PROPOSED " PROPOSED WATER NE • • APPROACHRELOCATION END 14+63.25 L- PC STA.14#70.99 • .• ..,. viol 1V �;�,�,'�%�� ■��!%�'e'=' !ter �� 1% PAI -� + 64 WOODS SITE I CLASS II- RIPRAP , WETLAND IMPACTS FILL IN TEMP, PERMANENT WETLANDS HAND CLEARING HAND CLEARING SITE 1 123 SF 417 SF 281 SF SITE 2 -- -- 1077 SF SITE 3 -- -- 240 SF SITE 4 -- -- 547 SF BRIDGE #30b 25' LENGTH; 5 SPA 4` C . AR WIDTH S @25') WOODS CLASS II RIPRAP + SITE 4 / DENOTES FILL IN WETLAND / ® ENOTES TEMPORARY PAC ND HAND TEMPORARY WETLAND wo eaas 96 DENOTES PERMANENT HANG CLEARING IN WETLAND PERMANENT IMPACT -L- POC STA.15+ (TIE TO EXIST) 0 & SONS.1NC. OB ITT PG 120 CAMA JURISDICTIONAL WETLAND PUBLIC TRUST WATERS IN -WATER MORATORIUM FROM FEBRUARY 15 THROUGH JUNE 30 I METHOD II MODIFIED CLEARING PERMIT DRAWING 30° 15° o° 30° 60' SHEET OF Fjk f` SBG- SHOULDER BERM GUTTFIR ' SBG -L- STA. 12 + 60 TO STA. 12 + 64 LT SBG -L- STA. 14 + 51 TO STA. 14 + 76 LT BRIDGE OTS -L- STA. 12 + 81 TO STA. 13 + 17 LT -L- STA. 14 + 12 TO STA. 14 + 46 LT WETLAND AND SURFACE WATER IMPACTS PERMIT CENTER STA. 13 + 63.50 —L- 17 , LENGTH; 30'-10" CLEAR WI 3 PANS (1 @55', 1 @65', 1 @55') 1) PCCS• 90 SKEW 0 TAZEWELL D. EURE, JR TREES TWERED - CUTOVER OB 258 PG 475 PROPOSED WATER LNE RELOCATION RF .IN PVVF FM NT -L*-STAylY�56.00 / IN APPR A r S A (TI TO EXISTI -L/ A kz+ 5 -�64 R/W F F v LL S 8r 52' 04.1 E NC l37 24' BST Lu TO 1114 O Q O SITE �t E 2 WOODS \ /% T RIPRAP LNG',F WETLAND IMPACTS FILL IN PERMANENT WETLANDS HANp. CLEARING CLEARING SITE 1 123 SF 417 SF 281 SF SITE 2 -- -- 1077 SF SITE 3 -- -- 240 SF SITE 4 -- -- 547 SF AR WIDTH @ 2 5') WOODS C-t A-S-S-=t1-J _ RIPRAP OUTLET DATA Q10 = 0.2 CFS V10 = 3.1 FPS INV. EL. = 5.2' LUTHER H. EURE & REBECCA 0. EURE DO 186 PG 570 -L- PC STA.14+T0.99 TB 2G1 t�6 SITE 4 PROJECT REFERENCE NO. SHEET NO. RW SHEET NO, ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINA PLANS 1Y DO NOT ME ME CONMUCTION PROPOSED WATER LINE RELOCATION EST. 1 TOE C —,B jPRAP EST_ 4- SY'^FlL FABRIC NC /37 & sm. INC. \08 177 G 120 WLB -/ -L- POC STA.15+74.00 (TIE TO EXIST) /-,,-, DENOTES FILL IN WETLANO LAMA JURISDICTIONAL WETLAND PUBLIC TRUST WATERS DENOTES TEMPORARY HAND IN -WATER MORATORIUM FROM �kEAR G I IWKA AND MPORAwu FEBRUARY 15 THROUGH JUNE 30 a ORS ® DENOTES CLEARING PERMANENT HAND IN WETLAND METHOD II MODIFIED CLEARING PERMANENT IMPACT PERMIT DRAWING 30' 15' o• 30' 60• SHEET OF P/ = 12+60.00 P1 = ii+56.00 EL = 10,50Y EL = 9.90' 20 PROPOSED BRIDGE P1= 14+65.00 CENTER STA. 13+63.50 -L- EL = 9.88' P1= 15+74.00 175' LENGTH; 30'-10" CLEAR WIDTH EL = 9J9' 3 SPANS (1@55', 1@65', 1@55') 24" PCCS; 90' SKEW B€GtN--GRAD€ -ST'` „ ' 56 - _ __ - _ -- -- -- - - AM ROUND -- ---- -Etg6--GRADE ND- -7 T5-4--UPST BEGINBRl ----- E- - -- t2 -F T 03 1 -�------P -R� • -CHORD- -- ---- - -A ------- -- ----- - ------ �- DOTG_CV=SRT REAM - RESTREB-FLABBR I - -_2.-E?`-f - - UN "RESTQQQPLAIN AB - ABUT ENT 2 i3 1 -- -- EI-STtNG--BRFDG --S-RtDO€ -T"E-REM -*MID025 --- E � - - - - - _ - - - - - - ---- - - - f2S�CEIVGT 4� CC RR-W(QTH- - - - - - - — 11 +50 12+00 12+50 13+00 PROFILE STRUCTURE HYDRAULIC DATA RRI[)aF DESIGN DISCHARGE = 2920 CFS DESIGN FREQUENCY = 50 YRS DESIGN WS ELEVATION = 5.2 FT BASE DISCHARGE = 3444 CFS BASE FREQUENCY = /00 YRS BASE WS ELEVATION = 5.95 FT OT DISCHARGE = 4190 CFS OT FREQUENCY = >500 YRS OT WS ELEVATIONz = 7.0 FT ROADWAY LOW POINT 13+50 14+00 14+50 15+00 15+50 NCDOT TnTA1 DIVISION OF HIGHWAYS 2920 CFS GATES COUNTY 50 YRS PROJECT:I7BP.1.R.16 (SF-360025) 52 FT 3895 CFS REPLACEMENT OF BRIDGE /00 YRS NO.360025 ON NC137 5.95 FT 5460 CFS OVER COLE CREEK >500 YRS 7.0 FT SHEET OF 07 / 31 / 12