Loading...
HomeMy WebLinkAbout13684_HYLTON, IRENE_199411030 CAMA AND DREDGE AND FILL GENERAL p 8 1994 ' PERMIT:,..._ k as authorized by the State of North Carolina a.=.�.,_,..,,,_ ..� Department of Environment, Health, and Natural Resources and th?,Qoastal Resources Commission in an area of environmental concern pursuant to 15A NCAC i I , t t Applicant Name �'� �-� �t Phone Number Address Igo D S;K tp City _ It! 0` ; _ , £� ` t'> (� State 0 A zip Project Location (County, State Road, Water Body, etc -11 LA Z7" V 0/0- 57 Type of Project Activity Or-r— V U)ir . k F_ so ! PROJECT DESCRIPTION Pier (dock) length-#;1—^- w SKETCH S (SCALE: ) Groin length number£ Bulkhead length j 1 + max. distance offshore Basin, channel dimensions � t 7 i f ( I i p � -- — _ cubic yards Boat ramp dimensions Other NJ 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- applicant's signature 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. permit otticer's signature issuing date expiration date � 1 attachments + ] ( gc r�''i "- •.o o In issuing this permit the State of North Carolina certifies that " IT this project is consistent with the North Carolina Coastal application feed Management Program. 1. FOR EVERY 1,000 SQ•FT. OF IMPERVIOUS SURFACE (ROOF AREA, DRIVE. SIDEWALKS, ETC.) PROVIDE 190 SQ.FT. OF BASIN AT 8' DEPTH_ BASINS SHALL BE SITED TO COLLECT ALL STORMWATER RUNOFF FROM IMPERVIOUS SURFACES. A 2' SEPARATION SHALL HE MAINTAINED BETWEEN THE BOTTOM OF THE BASIN AND THE SEASONAL HIGH WATER TABLE (ELEV. 0.6'). NO BASIN SHALL BE LOCATED WITHIN 50' OF OPEN WATERS. IP. 2. 15' UTILITY AND DRAINAGE EASEMENT ALONG ALL RIGHT OF WAYS. � 3. ACOE 404 WETLAND LINE CONFIRMED BY ALOE BIOLOGIST 8-14-93, 4. SETBACkS PER RECORDED PLAT. to " poORps 12• VICINITY /NGS 0c" !,_�PROAps �•, �.1 pQT` e W � • k Y .' d- SHALLOWSAG MAP 003.) L SAY, ...J ;1)LEGEND ace 2 ..1 li"'7"16 /�4 0 = WATER METER ., SHORE �,I� ; ``�� c = SEWER CLEANOUT N0 CA.v+E �= TRANSFORMER �a� o #� I TELEPHONE PEDESTAL A. �� cd = CONTROL VALVI S PROPOSED I s EXISTING IRON ROD 1 ; e' BOARDWALK 0 IRRIGATION VALVES dt VENTS N20'56'54"W TIE LINE ONLY ,R / ,1 1 1 1 1 LOT 22 � I 1 ; LOT 23 I• 15,033 SQ.FT. +/- Irn �1 4a � � I 1 � � db 1 0 1 CAy 1 x 1 ti� CURVE TABLE CURVE RADIUS I LENGTH CHORD pEARING Ci 58.00 59.04 1 56.52 545'24'S9 E ZONING niCn"dm �� P.C. C. SL. 1900—H G� .r F I 1 i'" —11 v�%i i') I .375348 0220 C 1 117-94 1 ff w;&2 1 — _ 1 117-94 1 1"=40'--A I, M^anN a Jo R11FY THAT: THISgo MAP WAS ER MY SUPERNSION M" FROM A ADE UNDER MY SU OUNDARIES NA NOT A SHOKN AS IRROK E 0 INFORMA 110N FOU IN EXI DS S NOTED AND BHA 2f RitISION THIS �T ♦ OF DER r, 1994 �l u.jt , R. L. S. L — 34 2.Z �i LOT 24 i / LCT 25 i N, �_.. \ f LOT 26 R.P. SURVEY FOR: IRENE I.I. B I.I. . 0i lki CT 23 PHASE 1 BALLAtT P01NT PIRATES COVE TOWNSHIP IOARE 303-ELL fflufim� Engineers, Planners, Surveyors and Environmental Specialists COUNTY 6lseell Professional Group 4417 North Crootan Hlghwoy P.O. Box 1088 Kitty Hawk, North Corollno 27949 (919) 281-3225 or 261-3280 FAX (919),281-17e0