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HomeMy WebLinkAbout13269_CRUMPLER, E.H._19941115CAMA AND DREDGE AND FILL P. � �` ' GENERAL PERMIT - -�, as authorized by the State of North Carolina me "'0•0004@1 Department of Environment, Health, and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC ��• f ��� Applicant game - ( f Phone Numbed ! ; a,l �?�,� "" Q.3 �e Address ..j{ i'C' �. City1. C 1 ,.., Project Location (County, State Road, Water Body, etc.) Type of Project Activity PROJECT DESCRIPTION SKETCH„ AT i-AC4,< Pier (dock) length (" Lj ` • n`. 1. b ..`..j t �, Groin length number �t Bulkhead length < { f ! max. distance offshore Basin, channel dimensions cubic yards Boat ramp dimensions Other ",�1 'pit, �t D--s vr' qco l !AC'.- s 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 iota) 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. In issuing this permit the State of North Carolina certifies that this project is consistent with the North Carolina Coastal Management Program. State iT ice, .''fib'! .s c i � i• S C- C 1 i applicant's signature permit officer's signature issuing date expiration date e i attachments application fee,��`'� T Ql- gyp" _�\ `�'-(� �`•.� P\l .O� may_- -_�� '/' (• Q ;!�'_ �rJ: .F. ^l � � ����.5.,� l __\ jar+"'' � i✓� .� � ' ili is " l �_•• � �: d'i ,��� �-�'�� � _� . ` • 'h�-!! ! Y . .Fig :iF''� �� ~t�j.1r',i. ''1.�, •9 '. . ''�I _�A.tt'R'�7� �d c:... - � �• ` ',N• 1<` -!tjt•"!r�; I :1•INy'i/J•'�"':{ ,tiP r�� • -t i��. ++1 r � ` . n t''� ..1� �i,..� •��,it.�� `\ _ .., F)r��� .-:��. k,:.I.. �.�..L... r,•1``U:sl_%..�.+:.rt_1 � �.� ��fii�?:1X�_ J�11 I..�J��1 )�ki�Q^ii ._ �..d .. '`�Sr i'' �. �.. ti.�� .. J ^ O =�Z��o w �1—�W�Zceoz �Q�WZac��O Lli LJmU10OIZ�T =XZ C) WcD wLim0 o, Z Q Li CD QDD V t` U 11 L F-- Q �•`CCL z� G z A x � z i7) U s>_ W Q 3 3 0 J z W w W In m w 1 f t W W D w t+ > i in J q F Q W F tax rn Wq W < W t N Z % z O O ZW z i Z�O� O Q K o� Z W Q = N ~ W m K D v 2 /- W 0 m ----� NORTH END OF FLOATING DOCK AT DOLPHIN BAY (SHOWN FOR CLEAR SETBACK REFERENCE ONLY) 32p.� / 1 EXIST. PIER 250, I 3. FENCE PROP. OF: ( HIGH WATER - 4.0 '� l CLEAR 45, RONALD LOCKWOOD HOUSE 1 -Ri J J 7627 SCOUT CAMP HATILA RD. • f LOW WATER - 0.0 Q / 1 / CONC. MONUMENT / I I . EXIST. PIER PROP LINE �12•t IRON PIPE STEPS • N • 16't 20'x25' • N • / DECK I � HIGH WATER - 4.0 v� HIGH WATER - 4:0 • j 6' WIDE PIER yv� 1 C-� j BOAT LIFTS PROP. OF: RACHEI P. MARTIN 1 3 7639 SCOUT CAMP HATILA RD. I • I l ? I 1 4, 1/ mil' HOUSE • • I I /EXIST. PIER 1 ~� PIER AT SEA BREEZE ,l C� J (SHOFCC CLEAR MACK REFERENCE ONLY) PIER LOCATION PLAN WATERWAY DIMENSIONS TAKEN FROM CORPS OF ENGINEER AI MAP TANGENT 1 SECTION 4 DATED 1985 WW , -6- ,ELEVATIONS BASED ON LOW WATER = 0.0 100 50 0 100 2 ACCESS PIER WITH SCALE IN FEET , X U �'�� A A (� BOAT LIFT o i w_ �� AT 7633 SCOUT CAMP HATILA RD. (SEA BREEZE COMMUNITY) WILMINGTON, NC. v NEW HANOVER CO. BY E.H. CRUMPLER BOX 110A, ROUTE 3 CLINTON, N.C. SEP. 1994 SHEET 2 OF [� -7, o S.�EPS Y 1 11 85' TO EDGE +y'7 + 260'f OF AlWW 90' CHANNEL va- 1 0.0 20' E 1 30'f d- Y IL+ 4' BOAT LIFT Q Y Y NEW PIER (6' WIDE) GRASSY 1 1 BOAT<LIFT Y Y Y 30't Y Y•N , APPROXIMATE EDGE OF GRASS Y Y UNE � •� .', , 11 PIER PLAN 20 10 0' 20 40 1 H.W. _ +4.0 ; SCALE IN FEET ELEV366E P oO Lv(_ 0, o ACCESS PIER WITH Y + BOAT LIFT AT 7633 SCOUT CAMP HATILA RD. (SEA BREEZE COMMUNITY) W Y 1 WILMINGTON, NC. +4 Y Y ' NEW HANOVER CO. BY E.H. CRUMPLER Y ; BOX 110A, ROUTE 3 Y Y 1 CLINTON, N.C. Y Y Y Y Y 1 11 SEP. 1994 SHEET 3 OF 4- 0 pw 14. w. V—iM L Co��/IDEXZG©I+ PIRF;� PILE Foe ZUT LK Zw1 for->,E .. ----.... _.__ DEc.K II �..i�"il _'' •�.II , .; tl. a i1• ,I"'sT`�J� � I . I � I '' li � 11 1•. II PILE oN I -Ott C (>Z�- II II I II 11' �r�Erw�-c'�o►.� A -5 PIER PROFILE SCALE, I" = 20' 2tx 2x6� - 4��x 4�� POST io to EL. +7.0 2e"x (83 DECK 2�x 6"STRINGERS ON 2-0"•CENTERS 1 G' Zx 10"(D0U13LE) 6�-0"# � GALV. BOLT W/ WASIIERS )IA. TREATED PILE BL 0" CENTERS (IAAX.) fTOM VARIES (1A/ C>'BOTTOM) �MIN. PENETRATION 3ELOVI (-LARD BOTTOM TYPICAL PIER SECTION NOT TO SCALE gS( -ro .A-I.w.v1 EL.+, 7.0 t -7, I , � � II i II II 11 II II II �) II II II ACCESS PIER WITH BOAT LIFT AT 7633 SCOUT CAMP HATILA RD. (SEA BREEZE COMMUNITY) WILMINGTON, NC. NEW HANOVER CO. BY E.H. CRUMPLER BOX 110A, ROUTE 3 CUNTON, N.C. SEP. 1994 SHEET ¢ OF 4-