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Home My WebLink About14683_BERTIE COUNTY WATER DISTRICT 1_19950925CAMA AND DREDGE AND FILL GENERAL 1.4653" Q) PERMIT =_ OCT 1 as authorized by the State of North Carolina' I Department of Environment, Health, and Natura ources and�b�talsources Commission �,„,�..,.... lc2. _ ._ in an area of environmental concern pursuant to 15A NCAC W • �`pla) Applicant Name Phone Number '900s 00 _ Address P.4 -`14: �J30 e Cityr- State zip —10i 21 Project Location (County, State Road, Water Body, etc.) �`xr s-=- - \Joxr rnr�. l�;c.'-."Kas PROJECT DESCRIPTION Pier (dock) length SKETCH (SCALE: ) i Groin length t f I number Bulkhead length I r— max. distance offshore Basin, channel dimensions" i 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. attachments T- � applicant's signature re issuing dat expiration 4W In issuing this permit the State of North Carolina certifies that this project is consistent with the North Carolina Coastal application fee.�9 Management Program. 4 1 R/r 1 SHIRLEY H. MILLER_ AGNES R. AND JOHN D. SIMONS , ET AL R /• BENCHMARK TOP Of T-BEAM Nur1A4O11 CO/O.' L A.-.2d 50. 00 BRIDGE so, R/r 21.7! 1CNINKAPIN SWAMP / s I.as' 4T.17 r 47.10 1147410 41.1! R.12 4TT2 G 47.79 ♦1.! M 4 4T.11 r17. 11 4711 W 4l1 44.0 44.i 44.2 IIS 1.1 10.0 )D.i 42.1 432 4: _ __ «.I 41.t ".O 4Ln R/ r 4I.7 Tr• 41./1 5'MIHIMUY PROPOSED 4 'PVC WATER LINE PROPO ED 100 L F CREEK CROSSING WITH 4 DUCTILE IRON PIPE, CLASS 350, W L. SIMONS HEIRS RESTRAINED JOINT. PROPOSED 4 PVC, SOR 21, 200 PSI WATER LINE. CAMA AREA (3 COUNTY WATER DISTRICT I BERTIE COUNTY SCALE: I"= 30' HORIZONTAL 1"= 5' VERTICAL DECEMBER 10 , 1993 47. 03 44.53 N.30 \ 14.1 ...3 PROPOSED 4 PVC WATER LJNE R/r PROVIDE 5' MINIMUM HORIZONTAL SEPARATION WITH WING WALLS GROVER WATFORD, SR, EDGE OF PAVEMENT TOP OF BRIDGE DECK L I� GROUND A10VE HATER LINE R LEvn r + PBANKDSLOPES 4P ON 4.0' PROPOSED 1 PVC , SDR 21, 2DO PSI WATER LINE PROPOSED 100 LF CREEK CROSSING WITH 4 DUCTILE IRON PIPE, CLASS 350, RESTRAINED JOINT. 9 r Is.e' ROGER LEE GARRETT �" •o, R/ _------{ KAYE W. LOWE ■r r jl R- 20.4 ' PAVEMENT 3 / 27. 1' BENCHMARK y Top Of Roil NorIhmsf Corner I7.90 Il ee I7e6 Assumed 50.00' TO POWELLSVILLE _ _ BRIDGE C' N C 42 _ _ TO COLER4IN� N.f2 IT. 92 IT.ee A7.e1 = Q.T! �Q.6z Ir.eO Ir.Bf 47.93 16, 01 I..i♦ Ir 1 I7.2 16.e BM ♦r.5 Ir.r Ir.e W "'a 46.6 ".! ♦6.5 Ir.2 17.1 3e.J Io.B 11, f J.6 11 1 16.1 W PROPOSED I3.1 129 10.591 A0.9 (112 8 PVC WATER LINE Rrr PROPOSED A06 ' PROVIDE 5' MINIMUM HORIZONTAL 8 PVC WATER LINE Q. II 5 MINIMUM SEPARATION WITH WING WALLS 4 PROPOSED T. E. BROWN AND LLEWUELLYN BOWDEN VELMA PERRY 120 LF CREEK CROSSING WITH B" _. DUCTILE IRON PIPE , CLASS 350 BALL JOINT. EDGE OF 9AVEYENT TOv OF BRIDGE DECK 6NCLIND ABOVE A r 1' � WATER LINE PROPOS ED WATER PR B_PVCLEVEL OPOSED , SDR 21 ,. 200 PSI B PVC, SDR 21 , 200 PSI WATER LINE VATER LINE. PROVIDE RIP -RAP ON BANK SLOPE CAMA AREA 20 COUNTY WATER DISTRICT I PROPOSED BERTI E COUNTY 4.0 120 LF CREEK CROSSING WITH B'DUCTILE IRON PIPE, SCALE: 1"= 30'HORIZONTAL CLASS 350, BALL JOINT. I' = 5' VERTI CAL DECEMBER 10, 1993 0 EVA T. HOLLOMAN LEE OUTLAW WYNNS ,III R/r ♦s. )e I9.0! M .J M.O W� Jam. s R/ V soR/r PROPOSED 6� PVC WATER LINE — W..E. DAVIDSON, JR. I G. 0' -- CHIN K4 PIN SWAMP I -- 9.9f Jf.fSOA2 t BRIDGE - 9 -- � J0.00 CL NCSR 1002 . J f.2s � N.G1 30.00 If.s! 39.3 JI.♦ JI.f JS.s lT.s !Tt J3.T 11.0 JST 13ll -- �� Jl) Y.3 •9.0 R/r 49.70 J9.8f W 5' MINIMUM R/ W PROVIDE 5 EMI NIMUM PROPOSED PROPOSED HORIZONTAL SEPARATION 6•PVC WATER LINE _ 160 LF CREEK CROSSING WITH 6 DUCTILE IRON WITH WING WALLS PIPE, CLASS 350,SALL JOINT. LEE OUTLAW WYNNS WATER LEVEL PROPOSED PROVIDE „• 6 PVC, SOR 21, 200 PSI RIP -RAP ON 1 \ WATER LINE BANK SLOPES CAMA AREA ® COUNTY WATER DISTRICT I 11 BERTIE COUNTY SCALE: I" = 3d HORIZONTAL I" = 5' VERTICAL DECEMBER 10 , 1993 EDGE OF PAVEMENT TOP OF FRIDGE GROUND LINE WATER LLINE PROPOSED 6 PVC ,SDR 21, 200 PSI WATER LINE PROPOSED IBO LF CREEK CROSSING WITH 6 DUCTILE IRON PIPE, CLASS 350, BALL JOINT. 0 C. S. HOLLOMAN W. R. HARMON HEIRS A BENCHMARK R/r li ELEV. =41.19 ■/r _ - OUIOCCOSION SWAMP I rss.r TO WINDSOR rr BRIDGE TO AHOSKIE -� L US 13-- — D 1 1732 5MINIMUM !L« !rw !T.li Jr+ M �.—.�a.zf 3.31 T« n �W si.s u.l ls .W 36 a lt.E 3c.[ la.I !Ia 3i.r si.i sT.o aii / I.] 2il SID lo.l PR/r PROPOSED PROPOSED PROPOSED I 120 LF CREEK CROSSING w17N II 6�� PVC WATER LINE 6 PVC WATER LINE 6�OUCTILE IRON PIPE, CLAll'T-+ PROVIDE S MINIMUM HOR¢ONTAL 350. GALL JOINT. II SEPARATION WITH WING WALLS ELE , INC, JIMMY L. WILLIAMS CAMA AREA pl COUNTY WATER DISTRICT I BERTIE COUNTY SCALE: I" = 50'HORIZONTAL I"= 5' VERTICAL DECEMBER 10 , 1993 FFT [oae or Pav[rENr iOP 0[ wimE mc. // 1111 r/j Will/// I � PROPOSED / 5.7, 6., PVC, SOR 21, 200 PSI 4 I \\ cRouno aiov[ rare WATER LINE —/ RATER LEVELrRo POSED PVC , SDR 21, 200 PSI /4 TER LIHE JOINT K SLOPES ROSSING WITH 6DUC7ILE E, CLASS 350, BALL JOINT.