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Home My WebLink About38-96 Oversized Plans Carawan, PhillipO N O O O C,i O W O O F N O (� O (� n n 0 � � o T' � Z u N PROPOSED 12"o TIMBER POST PROPOSED 12"0 TIMBER POST ftLBEMARLE 500Z? v°j �•/� Q > v ROCK 0 CHANNEL MARKER WITH RED/GREEN CHANNEL MARKER WITH RED/GREEN o JETTY a ir+ ° _j � o) N N �v REFLECTIVE TAPE (TYP.) REFLECTIVE TAPE (TYP.) °D " W N ^ N NOTE: UPPER 3' TO BE MOVED � OR FLATTENED U m * O Z N FOR REPAIR OR MAINTEN Z Nhl ANCE DREDGECD EQUIPMENT ACCESS �� z cn ; x ff _ EXPOSED D 3 0 EJG 5rB5T "� ;� EX 5/�85T ROCK JETTY NAATURAL J on Z MATERIAL N ADJACENT TO WETLANDS -_ `° M r Cd o E3 v Y SLOUGH NTS SUBMERGED..... �1 .... t3t1'..?'..............................0.........,........ Q m M E PERMITTED ROCK JETTY o J n M DREDGE AREA o ® z z m N 60.0 I ECG 4ZV5T. v1 :z o 26.0' f 12.0' \ w Z N w TYPICAL CHANNEL SECTION CHANNEL Z l a PROPOSED JETTY CONFIGURATION LIV �� z LLJ z L X-8.q0' NATURALLY OCCURRING 5' OF WATER NT5 I I NT5 x-q„50' x-440' x-q.00' x-3.q0' x-3.70' X -4. 0' X -3.00' x-7.gO' x-3.20' x-8.50' x-4.30' x-7.30' x x-7 70' <14-20' x-530' x x-3.30' X-3J0' Ef ��071 x-6.70' ALBEMARLE 30UND PROPOSED 12"0 TIMBER POST CHANNEL MARKER WITH RED/GREEN REFLECTIVE TAPE (TYP.) x-420' x-3.50' x-7.20' x-330' X-6.40' X-4.50' x-4.20' x -3.10' x-4.00' x-6.70' x-4.40' x-4.30' x-3.40' x-2.80' x-3.30' x -4.00' x 2.30' x-220' x-2.60' NOTE: UPPER 3' TO BE MOVED OR FLATTENED FOR REPAIR OR MAINTENANCE DREDGE 11 EXPOSED EQUIPMENT ACCESS ROCK JETTY NATURAL (V MATERIAL � � ,'7 SLOUGH VICINi'I'Y MAP (Columbia) ................. ................... ....... T.....1... ................ SUBMERGED I m N.T.S. ROCK JETTY 14.0' 18.0' t- Q� woo �'-' CHANNEL i"' Li 0Lw a EL PROPOSED JETTY CONFIGURATION IN 0` 0 W o� w o '' 248LFTOPi ow 1 Oc L-1w 0 w NATURALLY OCCURRING 2 OF WATER - w» s. JO�'" N G W w o z� 0 W Q Q S �-� p S U A L , O � f LlA�.1LLE , X)YA�R w v i- Q w v� Q F- o o�� z a D8212 P6b06 F �ozm z"�w��w NT5 / LLJ -1: w w , Q ~ O wo= nw � LLJ � w z ti / :E 2 0 C) a z QL'i Q U L O w U w G� O c/1 Z w _! F= U J pU�O<r_) O U J "l - m O m Q (n O11 m Q S� C O �w 1z0J u-j F F- Q �0Q w s=1z 0 C LL O O O (A rn W 5 5 5 PROPOSED 250 LF ROCK JETTY X-3.O' \ � Ld � A E 6' X-4.67 - ( VG. 20 WIDE, 14 TO 2 ) \ x sue, x 4.60' \ < < p PROPOSED 10' WIDE \ U V 556 LF RIP -RAP FILL \� C 00 N o WALE �_ ... �_ .. �� • \ y� 2.0 NWL (0.0') . : - x-b.b x-3.70' J a z O a U H O Z Z O V � v J W A � � CL (n z O t- Q CD I O U 1 ' / =v ai r) \ \A LAi.3uiYv tjMMVr.t_/ V rJ1Lrt ZXtGLL I 1 rKVYVJtU KVUK JtI IT NOTE: THE DATA GIVEN ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, AND DIANENSICNS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NOTICE TO PTOCEED. GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. SFr, 10C COMMISSION Na P03031 DESIGNED BY BDR DRAWN E) JMH CHECKED BY BDR ISSUE DATE 03 24 14 SHEET NO. 1014 > env OF 1 SHEETS LZ x-q.10' x-q50' x-q.40' x-q.0o' x-3.gO' X-6.50' x-7.30' x-7.70' w `1 y w ,y �2.0' NWL (0.0') 0 SUBSTRATE VINYL OR COMPOSITE TIMBER x-0,30' X-6.70' PROPOSED 12"0 TIMBER POST PROPOSED 12"0 TIMBER POST / ROCK o CHANNEL MARKER WITH RED/GREEN CHANNEL MARKER WITH RED/GREEN JETTY °0- REFLECTIVE TAPE (TYP.) REFLECTIVE TAPE (TYP.) NM O x-3.q0' X-0.50' X-720' PERMITTED DREDGE AREA 60.0' x-6.40' TYPICAL CHANNEL SECTION N75 x-6.70, x-4.40' X-230' x-8,70' ALBBMA LB 50UND x-8.20' x-4.00' x-4.20' x-4.80' PROPOSED 12"0 TIMBER POST CHANNEL MARKER WITH RED/GREEN X-220' REFLECTIVE TAPE (TYP.) X�2o' x-420' x-6.70' x .50'x-350" -620' x-5.6 5, x-4.00' X-5.30' X-560` X -3.30' PROPOSED 250 LF ROCK JETTY (AVG. 20' WIDE, 14' TO 26') x 4.60' x 4.60' x 550' PROPOSED 10' WIDE 556 LF RIP -RAP FILL x 344' . x-32v' x-4.70' ._z.......__...�_...�_... O x-4.60 =•' - 1 PROPOSED 257 LF ROCK JETTY (AVG. 20' WIDE, 14' TO 26') x-3.7o:+ x-2.70' X {^EFLANDS „\ \ k 3,- X-3.0' \ \ x-460 ?<- .40' \ x-2.60' X_� \ x-4.B0' x 3.40' x-3.b0' x 220' x-2.60' ROCK JETTY NPL EJC _M5T - M NOTE: UPPER 3' TO BE MOVED OR FLATTENED FOR REPAIR OR MAINTENANCE DREDGE EXPOSED EQUIPMENT ACCESS ROCK JETTY NATURAL N MATERIAL SLOUGH ....................................... NhL............................................... . ......... ...... _ �� • � 50195T. ALBEMARLE 50UND VICI]IVTI'Y MAP (Columbia) N.T.S. Z 0 • � \ Z N n m • ^ J T N 41 1W1 N00 N N O U Z * O U Z �N- Z I II 3 0® w U = o Z cn w_ o O p V O* J jQ -i E c M ccl o • � CD Z w 0 j w O o Z� Zz IL Lj w a SUBMERGED L �n ROCK JETTY 14.0' 18.0' �, ��..•� �Q- z L" CHANNEL �,.• d a z �o-Dz¢w wJ w v 248 LF TO N/F PROPOSED JETTY CONFIGURATION IN ow avSv oWO�� 0, w .. �� ....-..� • • ' NII�ATE 65. JOYNL-RNATURALLY - -- # LLILLE XJYhIi R OCCURRING 2 OF WATER a=~ T _ O 3 rJ 0 o G P- w z- �� Q�oo�o�� DB222 P6606 E -� ��zm zmwL,j C� Q F- � � w a = � zap w z w w o_ cL � .;, 0 w U w 0 � u7 0 UFO � O Om Cm- c noum< < - - w �W Z IZW� O'I-QI�J~ �w O H O Q W 0= Z J EL w U ® ' . RECEIVED Npv 10 7 O w O_ O_ O_ W cn N W W W rn \_ z r C, SHEETING PILE \ PERMITTED BULKHEAD ALONG NWL / -4.20� \ (NOT CONSTRUCTED YET) TYPICAL CANTILEVERED BULKHEAD WITHOUT BACKF'ILL PROPOSED 10' WIDE 72 LF RIP -RAP FILL *5TRUGTURAL DE516N BY OTHERS ! �, o x-5.50' X -5.30, �-2.7 +�.-w x80' -525J \x-5.00' / 'i✓ / 3. 0 / \ �D r225' � . x-4.57' x-4.30' x-5.60 4.20 x-5.q0' x-4.g0' x-5.q0'`� x 520' /-... �. ��...� PROPOSED WETLAND EXCAVATION3,041 SF` 27 0 05.302 \\ 0 -2. 3J�✓ \\`. ///NOTES: 1. OWNER/APPLICANT: PHILLIP CARAWAN X 3q0, IN,\ / \ PROPOSED PROPOSED UPLAND\\ 4 x 26 o t i x-520' Xz 5/ J � �� / � PO BOX 164 NC 27925 COLUMBIA, \ CANTILEVERED EXCAVATION 1,443 SF x-4.b0' , \ i \ �� .. • / �- BULKHEAD 30OLF 25 0 0 6 ' / 2. AGENT: QUIBLE &ASSOCIATES, PC \ .s•• � \ (WITHOUT BACKFlLL x-s4o' \ x-b.00' x-s.e0' _ - - - '' PO DRAWER 870 \ / \ ADJACENT TO WETLANDS) \ * X-5.3o' 0 7 �` F ' -2.0013 / KITTY HAWK, NC 27949 \ \ \ 24 ox_SOo' ° 0 = \ / 3. / \ PROPOSED WORK: / \ \ 1/ ° 9 l / A. CHANNEL WIDENING ' \ 23 o AN : - \ BA 1. WIDEN FROM 25' TO 60' j - x /O 2. EXCAVATION TO -6.5' DEEP ... / \ 0 2-2 o ° X- a t�Y57FR Sf�LlS � ` x-5.70' °s /� / B. CHANNEL PROTECTION JETTIES 1. 1 ® 250' LONG & 1 ® 257' LONG 1,466 LP TO V/ C,oLLON E. ALL / \ 2/ o X-5. x `'' I ss�� \ / 2. AVG. 20' WIDE AT BASE, 14 TO 26' 3. 3' HIGH DB 146, P6 7q4 / �X l2 � - x-S o' -20 / (MAX) / 0-4.4 C. CANAL ENTRANCE WIDENING (LAND CUT) \ x-3.q0' 13 ° ° 1- \, j 1. WETLAND EXCAVATION IMPACTS: 3,041 SF 2. UPLAND EXCAVATION :,443 SF /4 D. SHORELINE STABILIZATIONMPACTSRIP AP1 628 LF 14 X04.q0' \ 1. 10' WIDE 2. 3' HIGH ADJACENT TO UPLANDS \ \ \ // /7 x-510' � � \ \ 3. 2' HIGH ADJACENT TO WETLANDS EX \ \ LOA.91N6 ' LEGEND kE7LAND5 \ X-5.3O' 0 -2.50' -I /m DOCK \ I /11 l LAN95 / 15 \ \ \ \ x-550 \ \ EXISTING GRAVEL/OYSTER SHELL PROPOSED ROCK JETTY -0 - - - \ '• X-5.00' / /-_ `� \ EX.BLDG / \\. I - 'COMMISSION N0. -----, P03031 EXISTING CONCRETE PAVEMENT I PROPOSED SHORELINE STABILIZATION RIP -RAP DESIGNED BY BDR DRAWN BY JMH CHECKED BY BDR ISSUE DATE 11 03 24 14 -J EXISTN'1G WATER BODY r 7 SECTION 404 WETLANDS L_ WATER DEPTH SOUNDING (BASED ON NWL) 00, NOTE: THE DATA GIVEN ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, AND D111ENSIOVS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED. WCRK AIRY CONTINUE UPON ENGINEERS NOTICE TO PR)CEED. PROPOSED 60' WIDE 250' LONG BOX CUT CHANNEL TO -6.5' EXCAVATION TO WIDEN BOAT BASIN ENTRANCE (4,082 SF) GRAPHIC SCALE 50' 0 25' 50' 100' ( IN FEET ) 1 inch = 50 ft. SHEET NO. RECEIVED NOY 10 13CIVI�� OF 1 SHEETS