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HomeMy WebLinkAboutOregon Inlet Event 1 Q3 2022 Revision 2 8/19/2022EVENT 1 - Q3 2022 OREGON INLET CHANNEL MAINTENANCE PROJECT PROJECT AREA BODIE ISLAND OREGON INLET ATLANTIC PEA OCEAN ISLAND PAMLICO SOUND 012500 � 00 GRAPHIC SCALE IN FT RALEIGH F CHARLOTTE ND � JACKSONVILLE- N.T.S. CAPE FEAR CAPE HATTERAS REHEAD CITY LOOKOUT ATLANTIC OCEAN DARE COUNTY, NORTH CAROLINA LOCATION SHEET INDEX 1 COVER SHEET 2 PROJECT OVERVIEW 3 OREGON INLET & OCEAN BAR CHANNEL PLAN VIEW 4 OREGON INLET TO HELLS GATE 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' 7 OREGON INLET TO HELLS GATE CHANNEL CROSS SECTIONS C-C', D-D' & E-E' GENERAL NOTES: 1. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983, (NAD83). 2. ELEVATIONS ARE REFERENCED TO MLLW. 3. DATE OF AERIAL PHOTOGRAPHY: JANUARY 17, 2021. 4. SURVEY DATA COLLECTED BY THE USACE ALONG THE OREGON INLET WEST AND OCEAN BAR CHANNEL; DULY 7, 2022 (OREGON INLET BAR) & JULY 6, 2022 (OREGON INLET WEST OF BRIDGE) LEGEND DREDGE AREA PROPOSED CHANNEL CORRIDOR A- 13 USCG BUOY LOCATION A- SHIPWRECK LOCATION NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY CS-1 1. PLACEMENT OF DREDGE SPOIL MATERIAL ON DISPOSAL ISLAND 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. PORTION OF OREGON INLET TO HELLS GATE CHANNEL DREDGE AREA SHOWN ON PV-2 AND PV-3 IS FIXED FOR EVENT 1. 4. PLACEMENT OF DREDGE SPOIL MATERIAL WILL BE PERMITTED WITHIN DEEP SCOUR HOLES AROUND THE BONNER BRIDGE AND IN THE NEARSHORE DISPOSAL AREA OFFSHORE PEA ISLAND. 5. NEARSHORE DISPOSAL AREA INCLUDES THE —2,500 FOOT PORTION OF THE ACTIVE BEACH PROFILE THAT EXTENDS FROM 0.0 FT. NAVD88 CONTOUR OUT TO THE -24.0 FT. NAVD88 CONTOUR. N 763000 i MARC BASNIGHT BRIDGE PROPOSED CHANNEL CORRIDOR m w W 0 0 r \ L I \ °n \ DISPOSAL '"•� ISLAND "C" j DISPOSAL N 753000 ISLAND " L" OLD HOUSE CHANNEL / \ RANGE 1 \ DISPOSAL------��j / OREGON INLET TO ISLAND "MN" / HELLS GATE CHANNEL I � I /i L � / ATLANTIC OCEAN OREGON INLET AND OCEAN BAR CHANNEL all OREGON / INLET / / I / PORTION OF HERBERT C. / BONNER BRIDGE TO REMAIN \ ROAD / sy O,P S PAMLICO SOUND m w � m m 0 0 0 NOT FOR CONSTRUCTION 0 N 743000 0 0 FOR REGULATORY REVIEW ONLY 0 0 � o 2 C W W z 2 = 2 Wz _ = J o° OIL) O = C C a 60 �z o 0 u pLmu wo9 .,a °Ou az -z eau f - z U Z 1u,0 3 J8 w i�, 0, °w0 > o Lzz O Zl o¢ G z z NQ • 0 a 2U 6 � � K o z - 0 1250 25,00 oanwINc No. d0t GRAPHIC SCALE IN FT PV-1 [EET 2 of I 23 ll) 24 OREGON INLET TO HELLS GATE CHANNEL NOTE: c 2 E 30'` p 1. PROPOSED OREGON INLET AND OCEAN BAR CHANNELS IS NOT o o FIXED AND RATHER FOLLOW DEEP WATER AT TIME OF m MAINTENANCE. LOCATION SHOWN IS REPRESENTATIVE ONLY (3 a AND WILL CHANGE BASED ON BATHYMETRY AT TIME OF Z MAINTENANCE. W 2. PLACEMENT OF DREDGE SPOIL MATERIAL WILL BE PERMITTED Z Z IN THE PROPOSED INSHORE DISPOSAL AREA WHERE DEEP SCOUR HOLES AROUND THE BONNER BRIDGE EXIST AND IN Z a / THE NEARSHORE DISPOSAL AREA OFFSHORE PEA ISLAND W Z 3. NO SIDECAST DREDGING IS ANTICIPATED TO BE CONDUCTED ZD O IN Q3-2022 BY THE MISS KATIE. 2 a M l _ / L N Op0 / / BOTTOM OF CUT/ CHANNEL COORDINATE TABLE 1- _ 301- 19 ( / c Point ID Northing Easting Elevation IL C LL i MARC BASNIGHT / �Z o PAMLICO n 15 ,���� 1i� ,M BRIDGE / / A 758820.79 3033833 -16.0 H c g W % / a 2�z SOUND , o O N V \ / B 759158.57 3033618 -16.0 V o Z I/ C 756940.25 3030121 -16.0 ° o W / 2 z 14 D 755489.07 3029080 -16.0 W 13 0p0 E 755255.85 3029405 -16.0 3030 OREGON F 756644.02 3030401 -16.0 ? INLET APO 12 DRILL RIG / —��E ` \ �k 5 NO DREDGE ZONE ON W.G. TOW NSEND o a _� a 1' F 6 ATLANTIC �Y Y J OCEAN 5 ANGEL DAWN 000p J_ PORTION OF HERBERT C.y-� \ BOSS LADY E3 q BONNER BRIDGE TO REMAIN PROPOSED CHANNEL z 0 rim h` z ELIZABETH CHRISTINE ;� CORRIDOR z o \ duo ow 0o n�. i ` 3035000 ? u B a z 4 PEA ISLAND �: Q\ 3 \o� Boo �U> A z oz oz3 PROPOSED �' - �A o N' Nz0 ww Q OREGON INLET AND �`' / a� o u o INSHORE S �� OCEAN BAR CHANNEL \ / ° / / a DISPOSAL AREA Q w 0 500 1000 ' Q DRAWING NO. •� 2 \ Ic) GRAPHIC SCALE IN FT NOT FOR CONSTRUCTION PV-2 FOR REGULATORY REVIEW ONLY $ �303 SHEET 3 OF 7 NOTE: 1. PORTION OF OREGON INLET TO HELLS GATE CHANNLE DREDGE AREA IS FIXED FOR EVENT 1. 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 IS ANTICIPATED TO BE CONDUCTED IN Q3-2022 BY THE MISS KATIE. � SSG MARC BASNIGHT e RIDGE ;- 25A ��00 D \ D' �I R o° BOTTOM OF CUT/ CHANNEL COORDINATE TABLE "° N PAMLICO Point ID Northing Easting Elevation G 754588.78 3020086 -10.0 H 754080.12 3020977 -10.0 I 752790.13 3022559 -10.0 J 752490.86 3023240 -10.0 K 752144.58 3024255 -10.0 L 751348.31 3025505 -10.0 M 751450.28 3026101 -10.0 N 751548.10 3026080 -10.0 O 751453.39 3025526 -10.0 P 752235.36 3024299 -10.0 Q 752584.12 3023276 -10.0 R 752876.20 3022612 -10.0 S 754162.86 3021034 -10.0 T 754675.63 3020136 -10.0 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY 0 450 900 RAPHIC SCALE IN FT 51;UX �1 A PROPOSED CHANNEL CORRIDOR OREGON INLET TO HELLS GATE CHANNEL � � a z W W Ct W z z J \ CO M W v \ 24 c x W ,\ 0:0 a r� IL O LL \ F J Z BODIE a 0 \ \ = ISLAND oON W a �W 21 O U V O , (D K f ` Q Z w �� '•ram / v w 6REGO 19 INLET z 15 `' M 14 / 13 a 12'�0 E o 0 a vQ �Y Y oD ,4 11 ry i O �`• vo a �Z � vQ 30 /.oQ C / � G V v w 3 z U ti � J J \`y �U2 O Z ZwU H Z / ! 0zO w Z Z Z Q \ c oLu zz U a- w U) adow Ow _ = PORTION OF HERBERT C. �l w BONNER BRIDGE TO REMAIN l w DRAWING NO. PROPOSED INSHORE & S DISPOSAL AREA ; PV-3 SHEET 4 OF 7 1. NO DREDGING ANTICIPATED TO BE CONDUCTED IN Q3-2022 ALONG THIS SECTION OF THE OREGON INLET TO HELLS GATE CHANNEL OR OLD HOUSE CHANNEL RANGE 1 BY THE MISS KATIE. DISPOSAL ISLAND "L" DISPOSAL ISLAND "MN" / OLD HOUSE CHANNEL / RANGE 1`. OREGON INLET TO HELLS GATE CHANNEL PROPOSED CHANNEL \ CORRID1 \ 0 300 600 GRAPHIC SCALE IN FT NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY 0 z rc w w u z i LI j W ~= 0 W rc o S 6Z \\ tl - \ �.z e E uw w_ ~GI au �w w°'> o / / wo _.wog za _w �o3 0 PV-4 0- -5- Lu w Lu LL -10- -15- 0 F j -20- W J W -25- CROSS SECTION A -A' EXISTING GRADE JULY 6 & 7, 2022 J I 1 5 MAXIMUM AD EL. -16.0 ' MLLW 0 -5 -10 -15 -20 -25 1000 2000 3000 4000 5000 6000 7000 DISTANCE ALONG SECTION (FEET) VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT CROSS SECTION B-B' 5- 0- Lu w w LL -5- J J 10- z O 15- w Lu w 01 EXISTING GRADE JULY 6 & 7, 2022 1L J1 5 5 MAXIMUM AD EL. 4 0' = -16.0 ' MLLW 5 0 -5 -10 -15 -20 -1000 -500 0 500 1000 DISTANCE FROM CENTERLINE (FEET) 0250 � 0 VERTICAL GRAPHIC SCALE IN Fr HORIZONTAL GRAPHIC SCALE IN Fr i re W W Z Z 3. W� Z J Q Q 3 u (FjU F = N W Q IL Q U JZ m Q LL � w H Q a 0 0 1 . Q oTz ci �z m -m zoz <,W �z a w o � vd � E Iv z z a a m T z U J m W U Q 0 z tiDU Q¢Q Z2T F=Q O W K J U U duo 'z-' QO Oz�zm OzFu rvZz w 0 wdm a ate` K w Ou, 00 a u � o u z NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY xS-1 I 5- Lu w LL 5- Z O -10 Q w w 15 CROSS SECTION C-C' EXISTING GRADE E-Immmmmikloppimis MAXIMUM AD� � - 10.0' MLLW EL. Iqlqqlm Em Em 5 0 -5 -10 -15 -500 0 1000 2000 3000 4000 5000 6000 7000 7500 DISTANCE ALONG SECTION (FEET) �10 o 500 VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT CROSS SECTION D-D' EXISTING GRADE JULY 6 & 7, 2022 � IIr,I 1L J1'' s s 100' MAXIMUM AD EL. _ -10.0' MLLW 5 5- 0 w 0- w w -5 -5- -10 O -10- -15 15 w -500 -250 0 250 500 DISTANCE FROM CENTERLINE (FEET) o125 � 0 VERTICAL GRAPHIC SCALE IN Fr HORIZONTAL GRAPHIC SCALE IN FT CROSS SECTION E-E' EXISTING GRADE JULY 6 & 7, 2022 IL Ji MAXIMUM AD EL. _ -10.0' MLLW 5 0 -5 -10 -15 -500 -250 0 250 500 DISTANCE FROM CENTERLINE (FEET) o125 � 0 VERTICAL GRAPHIC SCALE IN Fr HORIZONTAL GRAPHIC SCALE IN FT V' i z re W W Z Z 0. W� Z J Q Q (Fj Q yIU F = N W Q Q LL_ JZ � K Q 0 H Q a N ooy Q oTz u�z m -o zzz 0 <W 222Z a�w Iva vdiddI z w z a a w J. wGo Ozo zwa c U Z FQ_. Oaf J U u W U O Z z W U 0¢H �0 Q 0 ry zU'0 UZJ WJr O J U p<U 0=� < m a 0 � o z u u NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY XS-2 I