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Home My WebLink About12272_WASHINGTON COUNTY_19940224V f-11� CAMA AND DREDGE PLL GENERALV 0 il. 2' Q6 DY NiA 0 1994,_ �) PERM IT --� as authorized by the State of NortR'Cmt7tifra -"_...............,. Department of Environment, Health, and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to 15 NCAC "'t\ '� J Applicant Name f ` Phone Number '%6 -lam �- `�t� i4a Address City State zip Project Location (County, State Road, Water Body, etc.) Type of Project Activity r, PROJECT DESCRIPTION I SKETCH Pier (dock) length Groin length number Bulkhead length max. distance offshore Basin, channel dimensions 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. (SCALE: ) T applicant's signature permit officer's signature issuing date expiration date attachments �vl� _ �' ,-) In issuing this permit the State of North Carolina certifies that this project is consistent with the North Carolina Coastal application fee,�� ;7c� 1U`��. Management Program. :F , a1 PONu r • TtY �L 60 ►"o►al Iores wTATi AA �to1 ll✓ Rati M OI Cow= Gomma C*kV7J YONAl1�OTT A"Art ATE CM 4 SULAM TO VALVE W&AN I MTX ITA60 �►s �r�.+w�ra —e ` � eo -roar. Y t A �^ SLT CNWALL rcmx �D.TC! Tllu�fT1UM w - r w. TT1►J ca,�,n �t �0000r PlEm wrrcw» rvc - — r . O- • IL7T _ EINT. rlost _ a. • rtTs r•trra �.» %&CK t ZTA E As Pt N. C- 308 _ 10TArE AS PIEMLon NCX04"Ax rr WE 9"m n MACXEYS CREEK PLAN CREEK CROSSING r- - W s �e.i wlo►Lt oosT.n o� •wort¢ rw0/11 i �, i / t • r rtrr a � n KlT1uAdM t•rrrw rL M KSTAx"m JOrRt \ 7 bCTR.W COVEJt ripw 4 MT1E� NA! LL • IJ t•rt~CL / �t-rm-a wuT*A.oMACXZ" arTncsTsAxa r - ma• a J CREEK � •I AUTU1� r-a R1►m At IOITT" N[1T Tt -20 ►IEHL _& P_HILLIPS, P.A. CONSULTING ENGINEERS CARY, NC AM Do +oKrs ICXTUu� wTH Jowl tTSTHI PROFILE CREEK CROSSING •- so, HOW- 11•-l0'vor. PLAN AND PROFILE STREAM CROSSING MACKEYS CREEK m NC H WY 308 REFERENCE 032-33 WATER MAIN EXTENSIONS COUNTY OF WASHINGTON NORTH CARCJFI A 1 (� DOUBLE BARREL 10' x 4' � I I CONC. BOX CULVERT U. ' S. 64 i � 1 I I1 II I SIGN ----0 0 w 5' MIN. --� 0 SILT FENCE / SILT FENCE TELEPHONE _ 8' WATERLINE 60 L.F. (MIN.) DIP WITH RESTRAINED JOINTS I APPROX. BANK PLAN SCALE, I' - 10' 10 5 APPROX. Z \ APPROX. W.L 8' WATERLINE Q - 7ed - - - - - - - - - oZ NOTE, ARE ASSUMED SCALE, I' • 10' HORZ. I' - 4' VERT. REFERENCE *24-25 'DIEHL & PHILLIPS, P.A. PLAN AND PROFILE WATER MAIN STREAM CROSSING EXTENSIONS CONSULTING ENGINEERS UNNAMED TRIBUTARY CARP, NC � US HWY 64 I COUNTY OF WASHINGTON NORTH C:AROLINA SILT FENCE APPROX. SLT FENCE BANK 8' 45' EL. So 45' EL. ROTATE AS REO'D ROTATE AS REO'D FIBER OPTIC P OH OH PP 8' WATERU TEL CABLE 51 km _o w SIGN SIGN — o w B' WATERLINE I I i —DOUBLE BARREL S64 OU. B X�VRT DIP WITH RESTRWED JOWTS PLAN SCALE, I' 4 20' !0 APPROX. EXIST. GRADE 8' WATERLINE 5 APPROX. W.L. NOTE' ELEVATIONS 0 • SCALE, n iv I' - 4' VERT. REFERENCE *20-2I PLAN AND PROFILE WATER MAIN DIEHL & PHILLIPS, P.A. STREAM CROSSING EXTENSIONS CONSULTING ENGINEERS UNNAMED TRIBUTARY COUNTY OF WASHINGTO PAPY Nr_ _ _ _ •-- -� ----- -, - -- f lkiA NOTE, APPROX. 9 FT. TOP OF BRIDGE DECK TO BOTTOM WOODS OF CREEK. WATER DEPTH �30 WOODS SILT CHECK DAM VERTICAL FITTINGS FENCE SOIL DR. AS REOURED PP PP 0- ,ti, cv�+rwF _ --O � _ 5_ �- 6' 45' EL. ROTATE AS 6 W. 6' 45' EL. REOUIRED ROTATE AS REQUIRED 5' MIN SIGN (TYP.) DUCTILE IRON PIPE WITH "- -SIGN 5' MIN. 5' MIN. RESTRAINED JOINTS EXIST. BRIDGE B-2 NCSR 1163 58' (PAVED) SIGN SIGN TIMBER ENDWALL TIMBER ENDWALL (TYP.) (TYP.) PLAN SCALE- I' _ 20' 10 APPROY_ - - - - - - - EXIST. GRADE 3 6' WATERLINE 0 5 477 APPROX. W.L. / NOTE ARE ASSUMED -- I' - 20' HORZ. 0 REFEREN( r #05-06 PLAN AND PROFILE WATI`R MAIN DIEHL & PHILLIPS, P.A. EXTFr;JSIONS STREAM CROSSING CONSULTING ENOINEC''S UNNAMED TRIBUTARY nmimTv nr WASHINGTO� _ CREEK BANKS I NOTE i TWER a PILING AT CREEK 11'= TOP - HEADWALLS (TYP.) CONCRETE RAILS BRDGE DECK TO CREEK BOTTOM. I a; SIGN � f-SI� 0 ui u- CONC. CURB 0 in N. C. 45 1 SIGNS -t, 6' 45' EL. w/ BLOCKING- ROTATE AS REO'D 52' EXIST. BRIDGE STATE PROJECT 2-655 1952 SILT FENCE 6' 45• EL. ROTATE AS REO 5' MIN. VERTICAL FI1 AS REOUIRED ( PAVED) 5' OFF SIGNS EOP r 45' EL. w! BLOCKIN OTATE AS REOUIRED RIW- DUCTILE IRON PIPE w/ RESTRAINED JOINTS PLAN SCALE, I' - 20' 15 APPROX. / — 6' 45' EL. ROTATE AS REO'D 10 / 6' WATERLWE --- - - - n APPROX. W.L. \ / / NOTE - ELEVATIONS I-JIEHL & PHILLIPS, P.A. CONSULTING ENGINEERS CARY, NC \ SCALE, PLAN AND PROFILE STREAM CROSSING UNNAMED TRIBUTARY m NC HWY 45 REFERENCE *50-51 WATER MAIN EXTENSIONS A COUNTY OF WASHINGTON NORTi , CAROLINA ALVE VMARKER SILT BANG WOODS FENCE gOIL � FENCE i � DRIVE 5 I+MN FSILT ENCE FIRE HYDRANT ASSEMBLY 15,1 C>�P 1 _ _ �_ _ 4' DIP. WI 4' - 45' EL ROTATE AS REO'D. 6 6 TEE 1 CY / MECHANICAL T Awl SKI! JOINTS 1 � 6' WATERLINE -77 4' WATERLNE 5' OFF 5 4 REDUCER PVC DIP DIP. PVC 5' OFF E.O.P. 4' GATE 41' E.O.P. S. R. 1112 (PAVED) VALVE N Tl1.iBER END WALLS (TYPJ CREEK CROSSING DETAIL SCALE I' - 20' 15 APPROX. MST, GRADE 10 APPROX. W.L. 4' WATERLINE 6' WATERLINE NOTE, / ELEVATIONS 5 ,� z SCALE, I' - 20' HORZ. REFERENCE #49A-50A DIEHL & PHILLIPS, P.A. PLAN AND PROFILE WATER MAIN STREAM CROSSING EXTENSIONS CONSULTING ENGINEERS UNNAMED TRIBUTARY CARY, NC COUNTY OF WASHINGTON NCSR 1112 NORTH CAROLINA