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HomeMy WebLinkAboutNon-Fed Channels Plans 1.5.24Ql-2024 CENTRAL DARE COUNTY DREDGE MATERIAL MAINTENANCE PROJECT, WALTER SLOUGH AND THE CRACK DARE COUNTY, NORTH CAROLINA MANTEO ROANOKE SOUND Z ATLANTIC OCEAN BODIE ISLAND WANCHESE PAMLICO SOUND PEA ISLAND L 0 12500 25000 GRAPHIC SCALE IN FT P. r PROJECT LOCATION RALEIGH Ov , ,Pw - CAPE HATTERAS CHARLOTTE 9-(\A • '0 JACKSONVILLE• OREHEAD CITY CAPE LOOKOUT N.T.S. CAPE FEAR ATLANTIC OCEAN NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY SHEET INDEX 1 COVER SHEET 2 PROJECT OVERVIEW 3-4 WALTER SLOUGH PLAN VIEWS 5 THE CRACK PLAN VIEW 6 DISPOSAL AREAS PLAN VIEW 7 WALTER SLOUGH CROSS SECTION A —A' 8 THE CRACK CROSS SECTION B—B' 9 WALTER SLOUGH CROSS SECTIONS C—C', D—D', E—E', & F—F' 10 WALTER SLOUGH AND THE CRACK CROSS SECTIONS G—G', H—H', & I —I' 1. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983, (NAD83). 2. ELEVATIONS ARE IN FEET AND ARE REFERENCED TO MLLW. 3. DATE OF AERIAL PHOTOGRAPHY: FEBRUARY 15, 2020. AUTHORIZED NON—FEDERAL CHANNELS TO BE DREDGED INSHORE DISPOSAL AREA — — — — — — PERMITTED OPEN WATER DISPOSAL AREA CORRIDOR SUBMERGED AQUATIC VEGETATION MAPPED SEPTEMBER 2023 WALTER SLOUGH AND THE CRACK DREDGE CORRIDOR Ln 0 rn Z rn 1i O Lu Z Z a n '~ W M M zN � U 0 O w U- uj W � c� 12 �� L Z GoNU J 0znu O z 0 go u, 0 H a0 W 0 �zz V co 0 z 4 3 uw � W =o� oa LJdw (7 U Z J �UU� �.~= W W m-<z c=n uz=z a Lu < Lu Z O > o�az O Jzcn:) U aa O a�wU W U N O N a SHEET 1 OF 10 NOTE: 1. THE LOCATION OF WALTER SLOUGH AND THE CRACK CHANNELS WITHIN THE PROPOSED DREDGE CORRIDOR IS NOT FIXED AND, RATHER, FOLLOWS DEEP WATER. LOCATION SHOWN IS REPRESENTATIVE ONLY AND WILL CHANGE BASED ON BATHYMETRY AT THE TIME OF MAINTENANCE. 2. PLACEMENT OF DREDGE SPOIL MATERIAL WILL BE PERMITTED WITHIN THE DISPOSAL AREAS SHOWN ON X)GIll SHEETS 2 AND 6. 410 3. THE MATERIAL PLACED WITHIN THE PROPOSED REGON INLET WEST DISPOSAL AREAS WILL RESULT IN A o- POST -DISPOSAL ELEVATION NO HIGHER THAN -14' MLLW N 760000 SUCH THAT NAVIGATION WILL NOT BE IMPEDED. m m w w O O O cn 0 0 0 0 WALTER SLOUGH AND THE CRACK DREDGE CORRIDOR IN 755000 IN 750000 PERMITTED OPEN WATER DISPOSAL AREA CORRIDOR m w 0 2 O 0 0 O NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY PROPOSED OREGON INLET WEST DISPOSAL AREAS PALMICO SOUND r f�Vr VJLV 11Y_lip 1 Iwrx" DISPOSAL AREA m Ln w o Lrl Z O - M O ¢ 0 W Z W Z Z a C7 — Z M W Z N U J p0 W 0 1000 2000 v v W = GRAPHIC SCALE IN FT N 760000 HO H u 1 O 0 uj �z Z OUu J L16 Q�zJ Oz FO NozU H Q� W 0 2zz V 0 z qw ATLANTIC ` W � � W o s � OCEAN CJ a W N 755000 N 750000 J N Lu W Q Y Q � UZ J Lu u U Z Ee w ouo > < uzmZ O Q w LO? W z In WLu o a W as U �O V_ N O N a N 745000 SHEET 2 OF 10 BOTTOM OF CUT/ CHANNEL COORDINATE TABLE Point ID NORTHING EASTING ELEVATION P1 759401.45 3016487.35 -14.0 P2 759547.05 3017443.86 -14.0 P3 760009.00 3018164.69 -14.0 P4 760842.06 3018688.54 -14.0 P5 761308.04 3019741.41 -14.0 P6 761266.75 3020469.81 -14.0 P7 760988.68 3020721.54 -14.0 P8 760988.68 3020839.38 -14.0 P9 761366.08 3021387.20 -14.0 P10 761569.26 3021838.61 -14.0 P19 761481.12 3021886.43 -14.0 P20 761278.61 3021436.49 -14.0 P21 760906.33 3020896.11 -14.0 P22 760828.58 3020866.47 -14.0 P23 760422.82 3021233.80 -14.0 P24 759774.00 3021582.34 -14.0 P27 759731.46 3021491.67 -14.0 P28 760364.75 3021151.48 -14.0 P29 761169.23 3020423.20 -14.0 P30 761206.84 3019759.83 -14.0 BOTTOM OF CUT/ CHANNEL COORDINATE TABLE Point ID NORTHING EASTING ELEVATION P31 760762.98 3018756.93 -14.0 P32 759936.77 3018237.39 -14.0 P33 759450.79 3017475.62 -14.0 P34 759302.59 3016502.41 -14.0 I Il W a 00 CD a oo - CD + o� Z P5 r 148' + Z U U 150' �/ P20 a O Om Z z �-- --I - -200 ss / 200, 1 f~A Z0 z (~7 w E ,�' �� F a� z z P30 P29 / ~ M � C7 Lu a J9� N 761000 0 200 400 `�� A�� P7 P8 �'�� N 7 1 200' ox P21 'JAW GRAPHIC SCALE IN FT mooW W P4 .J P22 0 j W d W m W a F. a V 762000 0 0 y V O m Ln o 13CA Z rn M 0 N 7 0 o W °; Z Z a O� Z Q P9 fh W Z N F - x �s o o W -zoo' H P10 V LL W A ~H ci R u P19 19 � O i z P9 �� ` d Oniw T P31 1 / E - � / f -200' T 1 � r � � y� P23 ' P28 41 T 200' zs7' 00 Irn �P � T \ y N 760000 P3 Q. • o 7 Z 183' o rn aO WO i -200 A P32 / d �a `'\\ U n' YN Y U ID @N oZO 0 SAV MAPPED BY CPE 0IN SEPTEMBER 2023 u 0. 0 Pia rn 0 \ P27 013 �°101 �. \ y y 20( + / 200' / \ °'a 3 y U) of A 000d o 4-� P33 1 f \ 200' / \ J P1 � Lu Lu P34 10 i a H 1 1 U Z y p w H U O Lur, i 0<1 WALTER SLOUGH ° _ 3: N 759000 N Z a zLu AND THE CRACK 0 N 7 0 o u a o m DREDGE CORRIDOR w 1 Lu Z = Z ce w y o�a� ag JZ�o NOTE: m:W W z as 1. THE LOCATION OF WALTER SLOUGH AND THE CRACK 3 CHANNELS WITHIN THE PROPOSED DREDGE CORRIDOR IS NOT N o FIXED AND, RATHER, FOLLOWS DEEP WATER. LOCATION o PALM I CO SHOWN IS REPRESENTATIVE ONLY AND WILL CHANGE BASED to ON BATHYMETRY AT THE TIME OF MAINTENANCE. rn o o SOUND o 0 2. PLACEMENT OF DREDGE SPOIL MATERIAL WILL BE PERMITTED SHEET w a o a 0 WITHIN THE DISPOSAL AREAS SHOWN ON SHEET 6. 00 NOT FOR CONSTRUCTION is o 0 3. BATHYMETRIC CONTOURS GENERATED FROM SURVEY DATA 3 ALONG WALTER SLOUGH AND THE CRACK COLLECTED BY OF 10 FOR REGULATORY REVIEW ONLY w w w u, APTIM (OCTOBER 12-13, 2023). m w O N N 763000 0 O O Z 0 200 400 GRAPHIC SCALE IN FT I N 762000 0 r P5 t i P30 1000 w ASTER S��vGH m m m w w w � o 0 J N N i N w O O O O O O US COAST: GUARD ♦ STATION ' Al 81+65 P14 P15 GI -200 P13 T 80+00 � �• P16 ` s~ 54u" P12 % OX P11 X� j ►�- -1 P17+� �' P18__, 36' F200' i w , ' �•; �s,� ' -200' o 't• P10 A � • x o ._ P19 P9 148' �+ ' •n 5 X P6 -5 ' - 150i P20 -� -\ -200 s 200' C P29 y x �S r B P7 , �� P8 200'' P21 P22 l E' 1 y � 1 � y SAV MAPPED BY CPE IN SEPTEMBER 2023 P23 1 \ P28 � � t Y 1` • o PALM ICO 'y 1pxo N 760000 SOUND o 183' o 14 \ \ y \ P24 \ \ \ P27 \ 15xp0 y \ 0 0 -200' 0 oN \ 200' i m 0 \ M y �--� ,o � O NOT FOR CONSTRUCTION o 1 245' ° H FOR REGULATORY REVIEW ONLY w 1 moo y WALTER SLOUGH AND THE CRACK DREDGE CORRIDOR OREGON INLET FISHING CENTER Ln BOTTOM OF CUT/ CHANNEL COORDINATE TABLE m O N 763000 Point ID NORTHING EASTING ELEVATION 0 w P5 761308.04 3019741.41 -14.0 LU v °: 4 P6 761266.75 3020469.81 -14.0 Z Z a O n M 0 P7 760988.68 3020721.54 -14.0 W Z P8 760988.68 3020839.38 -14.0 O W P9 761366.08 3021387.20 -14.0 W V LL P10 761569.26 3021838.61 -14.0 ~O c � aow P11 761964.25 3022438.93 -14.0 d 0 o N W Z OVU P12 761998.72 3022928.26 -14.0 a U. o Z z P13 762162.75 3023187.71 -14.0 H O < W a w P14 762301.98 3023188.29 -14.0 v c -J z N 762000 1- w P15 762301.57 3023288.28 -14.0 P16 762107.52 3023287.49 -14.0 E W W P17 761900.74 3022960.41 -14.0 WCLW P18 761866.33 3022472.04 -14.0 P19 761481.12 3021886.43 -14.0 P20 761278.61 3021436.49 -14.0 P21 760906.33 3020896.11 -14.0 En z o Q n P22 760828.58 3020866.47 -14.0 W o ce P23 760422.82 3021233.80 -14.0 P24 759774.00 3021582.34 -14.0 N 761000 P27 759731.46 3021491.67 -14.0 P28 760364.75 3021151.48 -14.0 Z v P29 761169.23 3020423.20 -14.0 9 v Z o uQy �y P30 761206.84 3019759.83 -14.0 " `" 0 m m N F w v ' "Q gz '^ to N Ln O wa 1 u- .� oQ in Iff: Z d' Cie w Q dim� UZ q J 0 U O O O 'n < = 0 200 400 Ln N 760000 z a O H O w N O N O w z a J H OUQO m> Z w GRAPHIC SCALE IN FT w Z (1: W z oZ°z ag NOTE: �W° w as 3 1. THE LOCATION OF WALTER SLOUGH AND THE CRACK " CHANNELS WITHIN THE PROPOSED DREDGE CORRIDOR IS NOT N FIXED AND, RATHER, FOLLOWS DEEP WATER. LOCATION SHOWN IS REPRESENTATIVE ONLY AND WILL CHANGE BASED °y ON BATHYMETRY AT THE TIME OF MAINTENANCE. 2. PLACEMENT OF DREDGE SPOIL MATERIAL WILL BE PERMITTED SHEET WITHIN THE DISPOSAL AREAS SHOWN ON SHEET 6. 3. BATHYMETRIC CONTOURS GENERATED FROM SURVEY DATA 4 ALONG WALTER SLOUGH AND THE CRACK COLLECTED BY APTIM (OCTOBER 12-13, 2023). OF 10 w \ ► 46 w rn BOTTOM OF CUT/ CHANNEL COORDINATE TABLE o m o \. c. ° sue► a� a o wo o Q y � CD o Point ID NORTHING EASTING ELEVATION Z o o N 760000 0 0 1` ? 1 0 0 o N 760000 P24 759774.00 3021582.34 -14.0 W W V la 183 J 1 P25 756755.40 3022803.49 -14.0 Z Z a s \y \ e P26 756717.89 3022710.79 -14.0 W Z N J U \� P27 P24 xZ \ SAV MAPPED BY CPE P27 759731.46 3021491.67 -14.0 p W 'S \ IN SEPTEMBER 2023 "' 1- a 6 \ LL -200' o W v \ N ~ O H R a, u 0 \ 200'--- o d O 22 N Z W 1 y H � �Z-j a0 o m z C7 Lu ellH , 245 a � Z v o z Z 4� W N 759000 WALTER SLOUGH \ N 759000 AND THE CRACK \\ y W W DREDGE CORRIDOR o ' o - \ � Ld W y \ 1 \ y \ z 10 \ \X \ a > N W 3°x0° � ` � 000, N 758000 \ \\ r. R N 758000 z \ \ 0 ZO PALMICO \ ,. 3yx° \ \ U n r \ � N -. L > a U SOUND \ W �� , a N Z \ vi 3� Ny w Q ALL \ a \ �( °° -200' \ 0 200 400 W \ y iw \ ��GRAPHIC SCALE IN FT W U z \ 200' I o 9 Wa'UV� \ ` 00 1 \ \ o zaz~ Uw N 757000 I t �' Ln N N 757000 o Z= Z u Z PERMITTED OPEN �\ M � z WATER DISPOSAL `�� �5x0° V w Z 9: g AREA CORRIDOR / / O y NOTE: in / P25 Lu P26 'r� 1. THE LOCATION OF WALTER SLOUGH AND THE CRACK " 3 0 R6x69 CHANNELS WITHIN THE PROPOSED DREDGE CORRIDOR IS NOT N 00 / 7 FIXED AND, RATHER, FOLLOWS DEEP WATER. LOCATION o o / SHOWN IS REPRESENTATIVE ONLY AND WILL CHANGE BASED N ti ON BATHYMETRY AT THE TIME OF MAINTENANCE. M o / of 2. PLACEMENT OF DREDGE SPOIL MATERIAL WILL BE PERMITTED SHEET 0 w oo i v oo WITHIN THE DISPOSAL AREAS SHOWN ON SHEET 6. � / N �� 3. BATHYMETRIC CONTOURS GENERATED FROM SURVEY DATA 5 NOT FOR CONSTRUCTION o o n G o ALONG WALTER SLOUGH AND THE CRACK COLLECTED BY FOR REGULATORY REVIEW ONLY wi w' w w APTIM (OCTOBER 12-13, 2023). OF 10 DISPOSAL AREA A COORDINATE TABLE DISPOSAL AREA B COORDINATE TABLE Easting 3015967.44 _S 3016479.60 3017005.12 3017421.04 3017699.31 3018120.65 3018678.65 3018810.97 3018436.24 3018028.42 3017741.04 3017362.28 3016144.53 Point ID Northing Easting Point ID Northing Al 749442.31 3014613.67 B1 749959.97 A2 749527.15 3014935.78 B2 750357.00 A3 749682.55 3015366.20 B3 750804.24 A4 749789.83 3015582.23 B4 751243.12 A5 749708.31 3015652.24 B5 751569.81 A6 749319.56 3014956.26 B6 751971.44 A7 749298.46 3014580.62 B7 752699.94 00 0 Ln 0 w B8 752615.56 B9 752188.99 1310 751676.61 Bll 751268.63 B12 750911.92 B13 749890.38 DISPOSAL AREA C COORDINATE TABLE Point ID Northing Easting C1 754457.40 3019069.15 C2 754458.44 3019444.80 C3 755216.29 3020197.21 C4 755515.87 3020852.10 C5 755423.25 3020907.11 C6 755312.54 3020861.55 C7 754940.51 3020518.99 C8 754840.51 3020230.03 C9 754692.19 3020099.30 C10 754196.88 3019402.23 C11 754229.53 3019224.12 0 0 0 Ln N 0 M w BODIE ISLAND B14 749863.72 3016038.61 THE CRACK o,'' ca.� �-'' > CHANNEL N c3 c5 MARC BASNIGHT BRIDGE re)C6 N 755000 , u' C 7 / !C1 / c2 Is/ � C8 ,. l ~C9r / C11 '1 � Z C10 /ol.� B7 B8 � / , K \` / B5 � B10 B4 fBll V / l PERMITTED OPEN WATER - B3 / B12 / � DISPOSAL AREA CORRIDOR B2�� A3 B13 A2 B14 Ali A5 / A' PROPOSED OREGON INLET J 0 0 0 M w NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY WEST DISPOSAL AREAS 0 O O O N O M w O O O Ln N O M w NOTE: Ln 1. PLACEMENT OF DREDGE SPOIL MATERIAL FROM WALTER Z M SLOUGH AND THE CRACK WILL BE PERMITTED IN THE o PROPOSED INSHORE DISPOSAL AREA AND IN THE PROPOSED W OREGON INLET WEST DISPOSAL AREAS. Z Z a 2. PLACEMENT OF DREDGE SPOIL MATERIAL FROM WALTER SLOUGH AND THE CRACK (SHEETS 3 THROUGH 5) WILL ALSO fn W BE PERMITTED WITHIN THE NEARSHORE DISPOSAL AREA OFF Z u THE NORTHERN PORTION OF PEA ISLAND. Z J 3. THE MATERIAL PLACED WITHIN THE PROPOSED OREGON INLET H a WEST DISPOSAL AREAS WILL RESULT IN A POST -DISPOSAL ELEVATION NO HIGHER THAN -14' MLLW SUCH THAT W Lu NAVIGATION WILL NOT BE IMPEDED. 4. BATHYMETRIC CONTOURS GENERATED FROM SURVEY DATA C H c � COLLECTED BY THE USACE WILMINGTON DISTRICT ALONG THE 19 o d OREGON INLET TO HELLS GATE ALTERNATE CHANNEL (AUGUST Z V'00 u J ce z L0 1, 2023). SURVEY DATA COLLECTED BY MCKIM AND CREED a NO6 O z y ALONG THE INSHORE DISPOSAL AREA (DECEMBER 19, 2023). SURVEY DATA COLLECTED BY APTIM ALONG THE OREGON z � ce W a � ? z INLET TO HELLS GATE CHANNEL WEST (OCTOBER 12-13, V o _j z 2023). q w 0 0 0 o 0 0 0 Ln rM M O 0 M M w w e= �W �a4+ PORTION OF HERBERT C. BONNER BRIDGE TO REMAIN PROPOSED INSHORE DISPOSAL AREA Z 0 750 1500 GRAPHIC SCALE IN FT w Q (w'� U Z_ J wHUO }} ULdu Z O-z 3:�w<0 uzmz �Z aZo� °g oLu �J? Uia aJzEn oG�wO w as U 3:0 V_ N O N a o SHEET 0 Ln 6 M 0 w OF 10 4 2 n 0 H Lu _ Z W u- -4 J -6 z 1L O -8 3 Q J -10 w -12 -14 -16 -2+50 0+00 Q 40+00 45+00 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY C-C' r CROSS SECTION A -A' D-Di I I i I 5+00 10+00 15+00 20+00 25+00 DISTANCE ALONG SECTION (FEET) 0 4 8 0 50 100 VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT CROSS SECTION A -A' E-E' F-F' 50+00 55+00 60+00 65+00 DISTANCE ALONG SECTION (FEET) MAXIMUM AD EL.=-14.0' MLLW 30+00 35+00 G-G' 70+00 75+00 Ln 0 rn z cn O W '~ W V Z z a W a fn Z N u z0 Lu w �Q W - IW 0� ci Rrnv Z 1919 O, z J L Q 2 N w I= Q U. ce Z O Z C9 IQ H� Z°� � a �Zz v 0 z _ vow e �W �WW o Vd4! 40+00 4 u U n' -� o M E p N U 2 a V T a Lu w N F O W O 0 rna 3� yQ NlL Ny Nr pQ AD _2 A LLW _4 w ~ z UQ w Z J -6 �ULu2 m J1 Lu 00�uLn ti 3 - $ Z 0. O 0u< U u z 1: = Q -10 aO zZ-n� o:z) o O En ��W"' _12 w W Q Q J u 30 -14 v 3: No N -16 a 80+00 82+50 SHEET 7 OF 10 In 0 Q rn Z rn CROSS SECTION B-B' W v i z a H-H' 4 M M W Z N U I J ZO Q w I H a 0 W LL �-. P u Lu o°C Lu u- MAXIMUM AD d Q 8 N W I EXISTING BATHYMETRY EL. =-14.0 MLLW Q Z 00 z J 0 J -4 OCTOBER 12-13, 2023 Lu aQ o z ZU zR J I Z J F � H QZ W I 2 Q 0f Z z p _g v - W `� I` ''`�✓ �v :ov W -12 I � o � � L� d W -16 I -5+00 0+00 5+00 10+00 15+00 20+00 25+00 z o DISTANCE ALONG SECTION (FEET) Q W n o 0 2.5 5 0 125 250 Lu VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT 0 0 z CROSS SECTION B-B' v ID N z0 ua d aD EM o p 4 a a o w N F I I 2 W a q l L I1 $ z N• i O Q Q 0 EXISTING BATHYMETRY W OCTOBER 12-13, 2023 I I MAXIMUM AD EL.=-14.0' MLLW -2 a W z Q U z -4 U,,�'u° Z_ J I I 1 J °�_u Ln ao�7- Ln Q /~✓\/ /� al aco v �z0� 1 W°zcnD _8 g Ice ° U -10�aaLu u 30 -12 N O N i � I -14 a -16 SHEET 25+00 30+00 35+00 40+00 45+00 50+00 g NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY DISTANCE ALONG SECTION (FEET) OF 10 Ln 0 rn z rn 0 W '~ °= 111 �j Z z a CROSS SECTION C-C CROSS SECTION D-D' z z N zA ii W 4 4 4 4 Ha W v EXISTING BATHYMETRY I OCTOBER 12-13 2023 I MAXIMUM AD I EXISTING BATHYMETRY MAXIMUM AD I P = o W 0 'EL. =-14.0MLLW 0 0 OCTOBER 12-13 2023 EL.=-14.0' MLLW - 0 O °C m u o 0 uj W u- W LL d O o co z J N W J z o z I I L I J1 H Q Z zo -4 -4 -4 3 -4 Lu J �� 1L J1 J a x? W Q eo4-0 rn�Z z��\ 3 I 3 ��� z ---- — v 03W —8 O —8 I —8 J W —12 I I —12 J W —12 I I —12 �aW �100'100'� —16 i —16 —16 i —16 —200 —150 —160 —50 0 50 100 150 200 —200 —150 —100 —50 0 50 100 150 200 DISTANCE FROM CENTERLINE (FEET) DISTANCE FROM CENTERLINE (FEET) En Q o n 0 4 8 0 50 100 L `u VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT 11 v 0 CROSS SECTION E-E' CROSS SECTION F-F' 0 Z N v ua d� uQy U I aD z0 E� EM �y o p N U 4 4 4 4 v 0 Lu U, EXISTING BATHYMETRY I MAXIMUM AD EXISTING BATHYMETRY I MAXIMUM AD T mm 30U,^ vo $ Z OCTOBER 12-13, 2023 I EL.=-14.0' MLLW OCTOBER 12-13, 2023 I EL.=-14.0' MLLW oa o LL w w 0 — 0 w 0 w — 0 W wLu a � -4 -4 4 � / — — -4 cn � z u Z O .. 1 \� 3 31 •• I I L / J1 c7 9 J z O -8 �� — — -8 z O -8 �� 3 -8 oWWQ n� boo= '� 0VQp UELb J -12 -12 J -12 -12 c Wa9 =o a W o z m o W I W I oZin:) O-• JaW° -1u �100'� �100'� I JU d W as W -16 -16 -16 -16 v 30 -200 -150 -160 -50 0 50 160 150 200 -200 -150 -100 -50 0 50 100 150 200 0 N DISTANCE FROM CENTERLINE (FEET) DISTANCE FROM CENTERLINE (FEET) a SHEET 9 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY OF 10 Ln 0 rn z rn 0 W '~ 111 �j °= Z z a CROSS SECTION G—G CROSS SECTION H—H' z z N zA ii W 4 4 4 4 Ha EXISTING BATHYMETRY I OCTOBER 12-13 2023 I MAXIMUM AD I EXISTING BATHYMETRY MAXIMUM AD I LU I = o W 0 ' EL. =-14.0 MLLW 0 0 OCTOBER 12-13 2023 EL.=-14.0' MLLW - 0 O R m U I% o 0 LU W W U- W W � d 0 0 co z z JUU A16 82 n I I L I 31 H 00 Z zZD cW -4 -4 -4 -4 a0 � P 1L / J1 z 00 z 3 I 3 z I �i v �3W O -8 I -8 O -8 — -8 a� w w W -12 I I -12 W -12 I I -12 - Ucz �100'100'� -16 -16 -16 -16 -200 -150 -160 -50 0 50 160 150 200 -200 -150 -100 -50 0 50 100 150 200 DISTANCE FROM CENTERLINE (FEET) DISTANCE FROM CENTERLINE (FEET) En Q o n 0 4 8 0 50 100 L `u lw VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT v 0 CROSS SECTION I —I' 0 Z v ua d� U n' aDi z� E� EM N U 4 4 a EXISTING BATHYMETRY MAXIMUM AD 9 T rna 3� vo $ z ui� N y OCTOBER 12-13, 2023 EL.=-14.0' MLLW oa o LL o " d a H _ w 0 w 0 LL � I I N � W � _4 1L 1 _4 W Y U Zag 3 3 _ _ _ — c0 o�UoU O -8 I -8~U~�~ w Q zaz~Z~C6 OUQoQLd2 -12 -12 Lu alz9ol'i� W I I �Z`�oJce g�WUcU W ~ z -16 -16 3�< -200 -150 -100 -50 0 50 160 150 200 0 N DISTANCE FROM CENTERLINE (FEET) a SHEET 10 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY OF 10