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Home My WebLink About59967_NC DOT_20120730❑CAMA / ❑ RECEIVED DREDGE & FILL NO. ',59967 GENERAL PERMIT AUG 9 9.2012 Previous permit# ]'flew ❑Modification ❑:Complete Reissue ❑Partial Reissue Date previous permit issued As authorized by the State of North Carolina, Department of Environment and.Na>ural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to' I SA NCAC + _ ❑Rules attached. Applicant Name Project 1 Project Location: County Address ' ,, iI d-;�, Street Address/ State Road/ Lot #(s) City State ZIP Phone # ( '' ) ' - `? i :'fax # (' ') `� ' ? } Subdivision Authorized Agent / City ZIP ❑ CW Affected AEC(s): ❑ OEA ❑ PWS: ORW: yes / no ❑ EW JYPTA ❑ ES ❑ PTS ❑ HHF ❑ IH ❑ UBA ❑ N/A ❑ FC: PNA yes / no Crit.Hab. yes / no Phone # ( ) River Basin Adj. Wtr. Body '?)ee)c 4r,'' (nat /man /unkn) Closest Maj. Wtr. Body I.- ',,' Type of Project/ Activity (Scale: Pier (dock) length Platf Fing Bulk Basin Boat Othe SAV: Sand Waiveryes no, A building permit may be required by: _ See note on back regarding River Basin rules. Notes/ Special Conditions orm(s) n length -i- number I � head/ Riprap length � � L_ avg distance offshore max distance offshore channel ' I I cubic yardsh� ramp i house/ Boatlift _ I h Bulldozin g r 7Je?� �� i I , ilk I eline Length I w 71° not sure yes no II bags: not sure yes no I I n/a es J no r_ � I os: yes,' no Attached: )� Agent or Applicant Printed Name Signature r Please read compliance statement on back of permit RermitOfficer's Signature / Issuing Date Expiration Date Application Fee(s) Check # Local Planning Jurisdiction Rover File Name Agent or Applicant Printed Name Signature r Please read compliance statement on back of permit RermitOfficer's Signature / Issuing Date Expiration Date Application Fee(s) Check # Local Planning Jurisdiction Rover File Name t 1 1 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, certify that this project is consistent with 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 (252-946-6481) or the Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules. Division of Coastal Management Offices 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/ 1-888-4RCOAST 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) 0 ' VV41 16 2001317�` , 20 fill '1207` Maasdania" EDEN 18 0� '` � 17 1242 3 - `,177 e. A. -li* �11t Qt�r� ;R 7 Morgar •,; isles=-=�. {�" •` Q `'; ,7rczE1 Elizabeth R lizl'.ilsaP lei^ '. fil I/PERQ.UIMANS'� G y i CHOWAN ` + Y `•4_ I It A:.,.IJ � Nr. nuJ +Fdcii Q I , tI it ,.,`•� B y�P"-Il`�-•.'. i•` -. ,:_: =ems" \Lun f:, '3011 - '- 94� f ,I i �lr Al m+�rsfJ I-n, rl� RECEIVED JUL 2 6 2012 COASTAL MANAGEMENT ELIZABETH CITY _ NORTH C.AROLINA DEPARTMENT OF TRANSPORTATION ❑J� x DIVISION OF HIGHWAYS O �o= CHOWANCOUNTY REPLACE BRIDGE NO.200019 ON SR 1316 OVER CANAL BD-5101 Figure 1 RECEIVED + Bridge # 19 Ch o,,,v a in CO U- n tLy 0 Liadname Edenton � J U L 2 6 2012 I -77T. 4.- C 0&5,TA � M A N A G EM Z-BE I HITY T 4" "7 ro 0 4 Nliles c c F- 0 0 0 N O } c E c 0 L c N 0 ui w �a V)L 0U U D N 0} � L} NDO ._ m AT 511� j' 1315� iSWAMIp/ 1316 222 ..a.�. 1 END PROJECT 1316 I 1319 1317 1318 / 1200 r\ Q /1336 BEGIN PROJECT a 1316� VICINITY MAP OFF�ITE DETOUR See Sheet 1-A For Index of Sheets See Sheet 1-8 For Conventlonal Symbols GRAPHIC SCALES DESIGN DATA ADT 2011 = 590 50 25 50 1Q0 Q ADT 2030 = PLANS DHV = 50 25 Q 50 1Q0 D = — = TTS�1III T PROFILE (HORIZONTAL) DU DUAL = V = 30 MPH 10 Q 10 210 CLASS = RURAL LOCAL PROFILE (VERTICAL) SUBREGIONAL TIER STA, 1 E OF NORTH CARO]LINA DIVISION OF HIGHWAYS CHOWAN COUNTY LOCATION: BRIDGE NO.200019 OVER TRIBUTARY S OF PEMBROKE CREEK ON SR 1316 (GREENHALL ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND STRUCTURE S T IIRN'Ed A M 8z WETLAND IMPACTS -Yl- SR 1318 BEGIN CONSTRUCTION BEGIN BRIDGE NEW RD. _Yl- STA. 10+15.00 -L5- STA. 12 + 64.00 JECT END BRIDGE + 00.00 \ -L5- STA. 13 + 2 4. 00 -10 tl`P SR 1316 SR 1319 GREENHALL RD. END PROJECT PARADISE RD. _15- STA. 15+15.00 PEMBROKE CREEK TRIB 5 PROJECT LENGTH LENGTH ROADWAY TIP PROJECT BD-5101E = 0.067 mi. LENGTH STRUCTURE TIP PROJECT BD-5101E = 0.011 mi. TOTAL LENGTH TIP PROJECT BD-5101E = 0.079 mi. POT STA.. 11 + 94.29 = STEWART F r.MEERMG Fm NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2M STANDARD SPECIFICATIONS '.9i �r�9s rvasvr oroo.cs eq* •C• BD-5101 E 1 .rare nlln.vle. ..,.o.ao �ovsnal S.T. Wooten Corporati — F.ye-0 SL.Q N.9 `�'`n�°' no: rxm'� c-losl .3B..BT50 S F 919�..B52 i�i�MOFFATT & N1CN www y.cem si u��GR LOW. xox Tx C� — tT{09 {. {{19 STnE W A R T 9i91 T{I-.6M VOCE i91 ]{ -.169 FI HYDRAULICS ENGINEER BEN CRAWFORD. PE MUM PE RIGHT OF WAY DATE. PROJECT BNGAIEER MAY 2, 2011 JONATHAN HEFNER, PE ROADWAY DESIGN PROJECT DESIGN ENGD&ER ENGINEER LETTING DATE. VIRGINIA MABRY, MAY 2, 2011 TRANSPORTATION MANAGEMENT UNIT NCDOT CONTACT PE slcxATVRE: PRELIMINARY PLAN; W HOT VAB KM CONMOCTION REa �t 7 d1r— s � JULU26 L—,-_ C 7'! rF -:T`I NA� NC GRID NSRS 2007 DIVISION OF HIGHWAY STATE OF NORTH CAROL s � ART TGRP z Z 0 P BRIDGE 200019 m WETLAND AND SURFACE WATER IMPACTS PERMIT �P£''�cRA3tE.RJAD NOTES: 1) PROPOSED BRIDGE: OAL = 60 FEET EXISTING BRIDGE: OAL = 30 FEET 2) LOCATED IN A CAMA COUNTY 3) MODIFIED TYPE II CLEARING AND GRUBBING (5 FEET FROM CONSTRUCTION LIMITS) ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER WETLAND IMPACTS TEMPORARY STREAM IMPACTS TEMPORARY HAND CLEARING SITE 1 0 SF 12 LF 0 SF SITE 2 0 SF 11 LF 0 SF TOTAL 0 SF 1 23 LF 0 SF JOHNNIF INSET A\\' S•T Wooten Corporation N/F ADRIEN J SMITH & �^ tDrvs —INC .a INSET A =ST SCALE: P = 50' 50, 0' 50' 100,' 150' KtZII UKtLJ I-LUUL)rLAIN = 500 SF r T BRIDGE HYDRAULIC DATA f - BEGIN, GRADE _ ,T _ . T T. 7-' DESIGN DISCHARGE - 290 CFS DESIGN FREQUENCY = 25 YRSaN_gRIDG�1 _ i =_ Sta.11#0000 rz ?� = i r t '. T� -L DESIGN HW ELEVATION = 6.8 FT i - BASE DISCHARGE = 640 CFS i- r BASE FREQUENCY = l00 YRS BASE HW ELEVATION = _ 0 82 tit FT I OVERTOPPING DISCHARGE = 1060 CFS OVERTOPPING FREQUENCY= +500 YRS T - ' 20 OVERTOPPING ELEVATION = lOJ FT - -r VC 137 --- - - - DATE OF SURVEY = 61151201/ _ -r T } .1 10 ` W -5. ELEVATION - AT DATE OF SURVEY = 02 FT I . - E r L,r T_ LEFT DITCH — - - — RIGHT DITCH T 10 11 12 , ;13 i; NSF ;��' oDR1EM J SMITH & SONS. INC. 11 BRIDGE SKETCH f NO SHEET NO. E - 200('19 4 EHEET NO. ENGINEER OMIE7yfl��nL .o_ pN�OCE'[ON 1� � � pEG - �00VYf10N talc WART ..,...... .�,..�. PERMITS SUBMrrrAL RECEIVED) JUL 2 6 Dig COASTAL N1•gf:1A6EklENT ELIZASETH CITY NAD gy NC GRID NSRS 2007 A ti_L._t--+- -i- -_i. t _ - - --�-I �.i I.: _ _ .. t - III * END GRADE.;-! —4 I Sta.lStl5IJ0 457-Y -' _ r 1 - - - - -- E4EV./0- END 'BR _ ' C I - I : Pl 13f60Cb Pl 14+60.00 c: /- EC = /O.L7r 083 r - -_ - - L r � :L.l »rl A7 t- r _ - APPRORRIATE EX -NV(S E 1 ri rt' T r = _ F 14 15 10 11 20 10 0 Z 0 ° BRIDGE 200019 m ---------------- WETLAND AND SURFACE WATER IMPACTS PERMIT - - T NOTES: 1) PROPOSED BRIDGE: OAL = 60 FEET EXISTING BRIDGE: OAL = 30 FEET 2) LOCATED IN A CAMA COUNTY 3) MODIFIED TYPE II CLEARING AND GRUBBING (5 FEET FROM CONSTRUCTION LIMITS) ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER JOSEPH, w. SITE.- III & KIMBE j JLj INSET. III T 1 WETLAND IMPACTS TEMPORARY STREAM IMPACTS TEMPORARY HAND CLEARING - �� 1 SCALE: P= 50' 0' S0' (0 1 0 SF 12 LF 0 SF 0 SF 11 LF 0 SF 0 SF 23 LF 0 SF Rt51 UKtD FLOODPLAIN = 500 BRIDGE HYDRAULIC DATA _ DESIGN DISCHARGE = 290 DESIGN FREQUENCY = 25 DESIGN HW ELEVATION = 6B BASE DISCHARGE = 640 BASE FREQUENCY = l00 SF CFS YRS FT CFS YRS BEGIN GRADE Sto.11?'COJXJ -LS- ELEV.1080 = �} + F2 ':i i } L is BEGIN- 8R) SfQ�ffz t a BASE HW ELEVATION = 82 FT OVERTOPPING DISCHARGE = 1060 OVERTOPPING FREQUENCY= +500 CFSi:,_ YRS - P/ Q 1 _ ,- ,fir OVERTOPPING ELEVATION = 1OJ FT EL -: 20 VC DATE OF SURVEY = 611512011 E 10 W.S. ELEVATION r - g AT DATE OF SURVEY = 02 FT - µ - 0 LEFT DITCH — - - — RIGHT DITCH ------ + r^. 10 11 _ S.T Wooten Corporation [ �•rr+j ►lOEECT REE UNRE NO. SHEET NO. BD-S101E - 200019 5 P,W SHEET NO. &Q*DWAY DESiC44 ENGINEERS ENGINEER PRELIMIN RY PLANS Do NOT Vag C NnRVMON INCOMPLE rE PLANS S E10 W U" FUEL 051— & NICE - ,,— , WART '' -""" ., PERMITS SUBMITTAL f. ADRI, T J` - � EN J� SMITH & - • S1_HJS. INC. TS .. . . NSF -- 9i161ECL�5M_ LRt Qt _ _ _ SONS w- BRIDGE SKETCH 3I'J[[']E 2 NAD S3/ NC GRID NSRS 2007 r- -, END GRADE - - - rt t Sfp.15+15D0 -LS- _, r - �L - ? ELEV.10.56 - END 'BRIDGE 0/9 < ' r, L T+ �_ L Staa3 =L� _ t24.00 .-LS- - - I i, - - N I: I. - I P/ /4+60 Ca0 — '1r EL VC = 80 VC = /00 20 K-TS Ka69 10 - T r ice' IL I +- APPRUb1ATE R 1T.•-i--��VTt_ti 14 15 10 11 -I z 0 U UTI LITI E I N/F £YA WRKHITON C6 407, PG 469 P94 7606W193616 s E�1 A"1 , APPROXIMATE LOCATION OF RELOCATED CENTURYLINK TELECOMMUNICATION FACILITIES OTHERS li -ry 70 V7 JCJ G N/F ADRIEH I - SMITH SI if C8 10'7. PG 2,11 3 Pea 780700536501 NAD 83/ NC GRID NSRS 2007 rylplEi.T IIEFEtENCE NO. SHEET NO. ctntc 200019 UO-2 *W SHEE-r NO. eq� S.T. Wooten Corporatio qs ME R T ��►�Ip1A1i � N TgWUTILITY CONSTRUCTION S❑