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HomeMy WebLinkAboutOregon Inlet Q1 2024 1/3/2024EVENT 7 - Q1 2024 OREGON INLET CHANNEL MAINTENANCE PROJECT A PROJECT AREA BODIE ISLAND OREGON INLET ATLANTIC PEA OCEAN ISLAND PAMLICO SOUND 0�00 GRAPHIC SCALE IN FT RALEIGH DVLNP CHARLOTTE &-,\N GPI ACKSONVILLE- N.r.s. CAPE FEAR NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY DARE COUNTY, NORTH CAROLINA ECT LOCATION CAPE HATTERAS REHEAD CITY LOOKOUT ATLANTIC OCEAN 91.10mriau00 1 COVER SHEET 2 PROJECT OVERVIEW 3 OREGON INLET & OCEAN BAR CHANNEL PLAN VIEW q OREGON INLET TO HELLS GATE ALTERNATE CHANNEL PLAN VIEW 5 OREGON INLET TO HELLS GATE WEST AND OLD HOUSE CHANNEL PLAN VIEW 6 OREGON INLET & OCEAN BAR CHANNEL CROSS SECTIONS A -A', B-B' & C-C' 7 OREGON INLET TO HELLS GATE ALTERNATE CHANNEL CROSS SECTIONS D-D', E-E' & F-F. 8 OLD HOUSE CHANNEL RANGE 1 CROSS SECTIONS G-G' AND H-H' GENERAL NOTES: 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. LEGEND 0 A - DREDGE AREA INSHORE DISPOSAL AREA PERMITTED CHANNEL CORRIDOR SHIPWRECK LOCATION SHEET 1 OF 8 1. PLACEMENT OF DREDGE SPOIL MATERIAL ON DISPOSAL ISLANDS MN, L, AND C IS NOT INCLUDED IN THE PROPOSED ACTION. 2. PROPOSED OREGON INLET AND OCEAN BAR CHANNEL DREDGE AREAS ARE NOT FIXED AND RATHER FOLLOW DEEP WATER AT TIME OF MAINTENANCE. LOCATION SHOWN IS REPRESENTATIVE ONLY AND WILL CHANGE BASED ON BATHYMETRY AT TIME OF MAINTENANCE. 3. ALTERNATE ROUTE PORTION OF OREGON INLET TO HELLS GATE CHANNEL DREDGE AREA SHOWN ON SHEETS 3 AND 4 ARE FIXED PENDING USACE FONSI. ONCE THE FONSI IS ISSUED, THE ALTERNATE ROUTE PORTION MAY BE RE -ALIGNED TO FOLLOW BEST WATER. 4. PLACEMENT OF DREDGE SPOIL MATERIAL WILL BE PERMITTED WITHIN PROPOSED INSHORE DISPOSAL AREAS SHOWN ON SHEETS 3 AND 4AND IN THE NEARSHORE DISPOSAL AREA OFFSHORE PEA ISLAND IN PROXIMITY TO THE-17' MLLW CONTOUR. MARC BASNIGHT BRIDGE smirwjd[MFERMITTED CHANNEL qW ORRIDOR DISPOSAL ISLAND "C" DISPOSAL ISLAND "L" OLD HOUSE CHANNEL RANGE 1 / DISPOSAL - / / / ISLAND"MN" o-o / REGON INLET TO L. HELLS GATE CHANNEL (WEST) NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY OREGON INLET TO HELLS GATE CHANNEL (ALTERNATE ROUTE) PAMLICO SOUND mak- PROPOSEDINSHORE DISPOSAL AREA INLET A ATLANTIC OCEAN o1250 2500 GRAPHIC SCALE IN FT OREGON INLET AND OCEAN BAR CHANNEL lZ OF HERBERT C. 3RIDGE TO REMAIN 10 G 0 SHEET 2 OF 8 OREGON INLET TO HELLS GATE CHANNEL (ALTERNATE ROUTE) PAMLICO SOUND T / MARC BASNIGHT J. BRIDGE / / I / 1 / PORTION OF HERBERT C. BONNER BRIDGE TO REMAIN ems• ELIZABETH ( 0 ?JPEA ISLAND PROPOSED v INSHORE o�Q DISPOSAL AREA O~�¢o 0 N �S NOT FOR CONSTRUCTION Q FOR REGULATORY REVIEW ONLY OREGON INLET RIG 5 NO DREDGE ZONE B .\ W.G. B1 �I C 1NE 5HPW OREGON INLET AND OCEAN BAR CHANNEL \ E3 ��OO LADY ]GEL DAWN 1. LOCATION OF THE PROPOSED DREDGE AREA OF THE CHANNEL REPRESENTS CONDITIONS ON THE DATES OF MOST RECENT SURVEYS (SEE NOTE 4). IF CONDITIONS DICTATE A CHANGE IN THE PROPOSED MAINTENANCE AREA DURING Q1-2024, CHANGES WILL BE COORDINATED WITH USACE NAVIGATION BRANCH AND REGULATORY AGENCIES. 2. PLACEMENT OF DREDGE SPOIL MATERIAL WILL BE PERMITTED IN THE PROPOSED INSHORE DISPOSAL AREA WHERE DEEP SCOUR HOLES AROUND THE BONNER BRIDGE EXIST AND IN THE NEARSHORE DISPOSAL AREA OFFSHORE PEA ISLAND. 3. NO SIDECAST DREDGING SHALL OCCUR BETWEEN APRIL 1 AND JULY 31 WITHOUT PRIOR COORDINATION WITH USACE AND NC DCM. 4. BATHYMETRIC CONTOURS GENERATED FROM SURVEY DATA COLLECTED BY THE USACE WILMINGTON DISTRICT SURROUNDING OREGON INLET BRIDGE (DECEMBER 12, 2023) AND ALONG OCEAN BAR CHANNEL (OCTOBER 26, 2023). INSHORE DISPOSAL AREA SURVEY DATA COLLECTED BY McKIM & CREED (DECEMBER 19, 2023). SURVEY DATAALONG THE OREGON INLET TO HELLS GATE CHANNEL WEST &ALTERNATE ROUTE COLLECTED BY APTIM (OCTOBER 12-13, 2023). BOTTOM OF CUT/ CHANNEL COORDINATE TABLE Point ID Northing Easting Elevation A 759266.30 3034775.73 -16.0 B 759604.98 3034562.90 -16.0 C 758382.47 3032617.49 -16.0 D 757149.44 3030105.86 -16.0 E 755334.20 3028781.04 -16.0 F 755098.39 3029104.14 -16.0 G 756833.88 3030370.76 -16.0 H 758032.64 3032812.58 -16.0 / / l ATLANTIC OCEAN E PERMITTED CHANNEL / CORRIDOR GRAPHIC SCALE IN FT SHEET 3 OF 8 450 BOTTOM OF CUT/ CHANNEL COORDINATE TABLE Point ID Northing Easting Elevation I 754588.78 3020086.07 -10.0 1 754080.12 3020977.19 -10.0 K 752790.13 3022559.39 -10.0 L 752490.86 3023239.57 -10.0 M 752212.77 3024055.38 -10.0 N 751335.76 3025431.72 -10.0 O 751549.12 3026678.42 -10.0 P 751861.54 3027165.69 -10.0 Q 752476.00 3027723.48 -10.0 R 752543.21 3027649.44 -10.0 5 751938.57 3027100.55 -10.0 T 751644.26 3026641.53 -10.0 U 751440.83 3025452.90 -10.0 V 752303.55 3024099.00 -10.0 W 752584.12 3023275.90 -10.0 X 752876.20 3022612.08 -10.0 Y 754162.86 3021033.96 -10.0 2 754675.63 3020135.64 -10.0 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY OREGON INLET TO HELLS GATE CHANNEL (WEST) PAMLICO SOUND J PERMITTED CHANNEII CORRIDOR OREGON INLET TOum HELLS GATE CHANNE (ALTERNATE ROUTE) MARC BASNIGHT BRIDGE Nuie: u 1. ALTERNATE ROUTE PORTION OF OREGON ? INLET TO HELLS GATE CHANNEL DREDGE K AREA IS FIXED PENDING USACE FONSI. ONCE pj �j THE FONSI IS ISSUED, THE ALTERNATE Z Z ROUTE PORTION MAY BE RE -ALIGNED TO FOLLOW BEST WATER. Z Q 2. PLACEMENT OF DREDGE SPOIL MATERIAL W Z WILL BE PERMITTED IN THE PROPOSED Z G INSHORE DISPOSAL AREA WHERE DEEP F Q SCOUR HOLES AROUND THE BONNER BRIDGE - EXIST AND IN THE NEARSHORE DISPOSAL F = - AREA OFFSHORE PEA ISLAND. f o 3. NO SIDECAST DREDGING SHALL OCCUR K o BETWEEN APRIL I AND JULY 31 WITHOUT 6Z o PRIOR COORDINATION WITH USACE AND NC LL ' DCM. FO _ 4. BATHYMETRIC CONTOURS GENERATED FROM W SURVEY DATA COLLECTED BY THE USACE G - WILMINGTON DISTRICT SURROUNDING tl OREGON INLET BRIDGE (DECEMBER 12, 2023) AND ALONG OCEAN BAR CHANNEL (OCTOBER 26, 2023). INSHORE DISPOSAL e AREA SURVEY DATA COLLECTED Mc KIM & -' CREED (DECEMBER 19, 2023). SURVEY DATA ?9W ALONG THE OREGON INLET TO HELLS GATE CHANNEL WEST &ALTERNATE ROUTE COLLECTED BY APTIM (OCTOBER 12-13, 2023). N� F R _ a, o T-m 5 ry 11'r� h Oz / wx \ 0� z a O� w � O ° wx PORTION OF HERBERT C. BONNER BRIDGE TO REMAIN PROPOSEDINSHORE . DISPOSAL AREA oo - SHEET OF 8 NOTE: J t7 m 1. NO DREDGING ANTICIPATED TO BE CONDUCTED IN Q1-2024 ° DISPOSA — ALONG THE OREGON INLET TO HELLS GATE CHANNEL(WEST) ° ISLAND 1" °'�ems° 1 SHOWN ON THIS SHEET. 0M sO4 2. NO SIDECAST DREDGING ACTIVITES SHALL OCCUR FROM APRIL 1 TO JULY 31 WITHOUT THE NOTIFICATION AND APPROVAL OF THE NC DCM AND THE USACE WILMINGTON Z Q DISTRICT REGULATORY DIVISION.or u .y W Z 3. OLD HOUSE CHANNEL RANGE 1 DREDGE AREA IS FIXED FOR . Z EVENT 7 < n O_ K a 4. PLACEMENT OF DREDGE SPOIL MATERIAL WILL BE PERMITTED FQ IN THE PROPOSED INSHORE DISPOSAL AREA WHERE DEEP ' VSCOW - THE NEX HOLES AROUND THE BONNER BRIDGE EXIST AND IN �,r8- - THE NFARSHORE DISPOSAL AREA OFFSHORE PEA ISL4ND. Z1 , ! K o 5. BATHYMETRIC CONTOURS GENERATED FROM SURVEY DATA / ~�_ �� __ LL Z o _ COLLECTED BYTHE USACE WILMINGTON DISTRICTALONG - - OLD HOUSE CHANNEL (OCTOBER 24, 2023). SURVEY DATA �.Y �..,, Z21 0 o ALONG THE OREGON INLET TO HELLS GATE CHANNEL WEST & - ! F m o p ALTERNATE ROUTE COLLECTED BY APTIM (OCTOBER 12-13, / z w Q 2023). v�' /�'Y s H G op 92 ISLAND "MN' o� OLD HOUSE CHANNEL f j3nW °�5°° PAMLICO �Z4 RANGE 1 ° SOUND � Z3 SIM= OREGON INLET TO HELLS GATE CHANNEL (WEST) PERMITTED ONE CORRIDOR ' �J - V _ °w BOTTOM OF CUT/ CHAN NELCOORDINATE TABLE - _O-L u 0Jo Point ID Northing Easting Elevation ���� 0Eo 1° �Q 0 Z1 752705.36 3012655.48 -12.0 Z2 752653.02 3012743.06 -12.0ii o j o 0 Z3 750037.72 3011845.16 -12.0 Z4 750081.22 3011754.32 -12.0 SHEET 0 300 600 NOT FOR CONSTRUCTION GRAPHIC SCALE IN IT FOR REGULATORY REVIEW ONLY o z ao CROSS SECTION A -A' uWi = _ 0 B-B' oc 0 iR W= = J 50 5 5 vv 8 W W= W -10 10ou f -15 15 z O R op c < -20--_-20 &�'w w -25 -25 ■W 1000 2000 3000 4000 5000 6000 7000 7750 DISTANCE ALONG SECTION (FEET) 0 5 10 0 500 1000 x VERTICAL GRAPHIC SCALE IN R HORIZONTAL GRAPHIC SCALE IN R CROSS SECTION B-B' CROSS SECTION C-C' 5 5 5 5 t v3 E3 F 0 0 0 0 o a w w w a m= W -5 -5 W -5 -5 2� of a 1a -10 -10 -10 -10 Z O Z O b — -15 -15 ¢ -15 -15 JU ° o ! w w a azm J J WQ UQ W W -20 -20 -20 -20 z m`� z Z o o ' _o W W W.o o ,,, i -1000 -500 0 500 1000 -1000 -500 0 500 1000 0 eq(5 DISTANCE FROM CENTERLINE (FEET) DISTANCE FROM CENTERLINE (FEET) { 0 5 15 0 0 u50 500 0515 10 0 u50 500 ddb VERTICAL GRAPHIC SCALE IN IT HORIZONTAL GRAPHIC SCALE IN IT VERTICAL GRAPHIC SCALE IN IT HORIZONTAL GRAPHIC SCALE IN IT JHEETNOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY EXISTING GRADE ' OCTOBER 26, 2023 1 s /V J i MAXIMUM _ -16.0 'MLLW AD EL. i 1 MAXIMUM AD EL. _ -16.0 'MLLW 1L s �1 s EXISTING GRADE OCiOBER 26, 2023 4 0' MAXIMUM AD EL. _ -16.0 'MLLW 1L J1 EXISTING OCTOBER GRADE 26, 2023 \ 4 0' CROSS SECTION D-D' z 5 E-E' F-F' 5 w 2V _2 2Q w 0 o 0 W 2 J W 50 5 5 Wcai 8 0. O -10 -10 _ LL > fo -15 -15 ow W V MLLW o3 -500 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 9500 ■ DISTANCE ALONG SECTION (FEET) of I o s o VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT x CROSS SECTION E-E' CROSS SECTION F-F' 5 5 5 5 a w 0 0 w 0 0 W W :3 E3 Eo a -s -5 -s -5 0 0 -10 -10 0 -10 -10 -15 -15 -15 -15 w w 00 �- S a °aw u� -500 -250 0 250 500 -500 -250 0 250 500 `o z zo w.0 z DISTANCE FROM CENTERLINE (FEET) DISTANCE FROM CENTERLINE (FEET) awl o <o o Off. g ohs 10 o i o ohs {o o i�zs zso ( Iu VERTICAL GRAPHIC SCALE IN IT HORIZONTAL GRAPHIC SCALE IN FT VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT i SHEET NOT FOR CONSTRUCTION 7 FOR REGULATORY REVIEW ONLY OF 8 EXISTING GRADE DECEMBER 12, 2023 1 1 s � MAXIMUM AD EL. EXISTING GRADE 12, 2023 1L (DECEMBER J1 100' MAXIMUM AD EL. _ -10.0' MLLW EXISTING GRADE DECEMBER 12, 2023 IL J1 J MAXIMUM AD EL. _ -10.0' MLLW o a o W W _Z CROSS SECTION G-G' z d H H W 5 5 = J y 50 F Q 8 w 0 0 W = -5 5 _ _ o 0 m fo op 0 -10 -10 Q p F- Q V e3 W -15 15 ■w -500 0 1000 2000 3000 3500 DISTANCE ALONG SECTION (FEET) 0 5 10 0 500 1000 x VERTICAL GRAPHIC SCALE IN R HORIZONTAL GRAPHIC SCALE IN R a CROSS SECTION H-H' 5 5 ys a ° 0 0 -5 -5 p i $ O -10 -10 _ i i J z m Sz ou a -15 , w O .01 z 1 1 _o o -500 -250 0 250 500 o g o o { DISTANCE FROM CENTERLINE (FEET) !q5 { 0 5 15 10 0 2�50 500 ddb VERTICAL GMP�HIC SCALE IN IT HORIZONTAL GRAPHIC SCALE IN IT SHEET 8 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY OF 8 EXISTING GRADE OCTOBER 24, 2023 1L J1 3 3 MAXIMUM AD EL. _ -12.0' MLLW EXISTING GRADE OCTOBER 24, 2023 1L J1 MAXIMUM AD EL. _ -12.0 'MLLW