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HomeMy WebLinkAbout20131279 Ver 3_6 Dredge Event Info_20200123From: Willson, Kenneth To: Staples, Shane; Hart. Kevin; Walter L. "Wally" Overman; Bobby Outten - Dare County (outten(cdarenc.com); fritz.rohde; Ellis, John; Dunn, Maria T.; Schweitzer, Sara H; Scarbraugh, Anthony; Bland, Raleigh W CIV CESAW CESAD (US); Rosov, Brad; Pelletier, Josh R CIV CESAW CESAD (US); Howell, Jonathan; Bodnar, Grego; Coats, Heather; Johnson, Carmen M; Brent Johnson (Brent.johnson(aldarenc.com) Subject: [External] RE: Hatteras Inlet - South Ferry Channel Maintenance Date: Thursday, January 23, 2020 5:17:16 PM Attachments: image003.pnng imaae004.gna Hatteras Inlet SFC Plans 2020-01-23.pdf "Wernal email. Do not A attachment to reoort.spamCcDnc.gov ED hments unless you verify. Send all suspicious email as an Please find attached the latest updated plans for the Hatteras Inlet South Ferry Channel project. The USACE navigation branch has informed us that they are planning to mobilize to the area with the sidecast dredge Merritt over the weekend and begin dredging on Monday. We will confirm once dredging has occurred. Please let me know if you have any questions. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 7919494 M 910 443 4471 E kenneth.willson(@APTIM.com A APTIM 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com From: Willson, Kenneth Sent: Tuesday, January 7, 2020 4:54 PM To: 'Staples, Shane' <shane.staples@ncdenr.gov>;'Hart, Kevin' <kevin.hart@ncdenr.gov>;'Walter L. "Wally" Overman' <wallyo@darenc.com>; Bobby Outten - Dare County (outten@darenc.com) <outten@darenc.com>; 'Fritz. Rohde@noaa.gov' <Fritz.Rohde@noaa.gov>; 'Ellis, John' <john_ellis@fws.gov>; 'Dunn, Maria T.' <maria.dunn@ncwildlife.org>; 'Schweitzer, Sara H' <sara.schweitzer@ncwildlife.org>;'Scarbraugh, Anthony'<anthony.scarbraugh@ncdenr.gov>; 'Bland, Raleigh W CIV CESAW CESAD (US)' <Raleigh.W.Bland@usace.army.mil>; Rosov, Brad <Brad.Rosov@aptim.com>; 'Pelletier, Josh R CIV CESAW CESAD (US)' <Josh.R.Pelletier@usace.army.miI>; 'Howell, Jonathan' <jonathan.howell@ncdenr.gov>; 'Bodnar, Gregg'<gregg.bodnar@ncdenr.gov>;'Coats, Heather' <heather.coats@ncdenr.gov>;'Johnson, Carmen M' <carmen.johnson@ncwildlife.org>; Brent Johnson (Brent.johnson@darenc.com) <Brent.johnson@darenc.com> Subject: RE: Hatteras Inlet - South Ferry Channel Maintenance 0 The last correspondence on the subject project was back in October 2019. At that time we were prepared to initiate the next maintenance event for the South Ferry Channel at Hatteras Inlet. Around that time, the County was informed by the USACE and State that the MOA in place to allow the State to fund the project, which is conducted by the USACE dredge plants, had expired. A new MOA was just signed today, allowing us to finally move forward with the work. I wanted to provide a brief update on where we stand with the work. The USACE will be conducting an updated survey of the area on Thursday of this week (weather permitting). As soon as we can turn that data around and provide updated plans showing the proposed channel, we will pass that along. We will also provide an estimated schedule of days to complete the work and date to begin. The USACE has indicated that they have the Dredge Merrit in the area and would like to start dredging as early as this weekend if we can get the survey completed and confirm the channel location. We will keep everyone updated on any changes to the schedule and will provide you all an updated set of project plans ASAP. Please feel free to reach out to me with any questions or comments. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 7919494 M 910 443 4471 E kenneth.willson(@APTIM.com A APTIM 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com From: Willson, Kenneth Sent: Tuesday, October 8, 2019 11:38 AM To: Staples, Shane <shane.staples(@ncdenr.gov>; Hart, Kevin <kevin.hart(@ncdenr.gov>; Walter L. "Wally" Overman <wallyo(@darenc.com>; Bobby Outten - Dare County (outten(@darenc.com) <outten(@darenc.com>; Fritz. Rohde(@noaa.gov; Ellis, John <John_ellis(@fws.gov>; Dunn, Maria T. <maria.dunn(@ncwildlife.org>; Schweitzer, Sara H<sara.schweitzer(@ncwildlife.org>; Scarbraugh, Anthony<anthony.scarbraugh(@ncdenr.gov>; Bland, Raleigh W CIV CESAW CESAD (US) <Raleigh.W.Bland(@usace.army.mil>; Lekson, David M CIV USARMY CESAW (US) <David.M.Lekson(@usace.army.miI>; Petersen, Joen SAW<Joen.A.Petersen(@usace.army.mil>; Rosov, Brad <Brad.Rosov(@aptim.com>; Pelletier, Josh R CIV CESAW CESAD (US) <Josh.R.Pelletier(@usace.army.mil>; Howell, Jonathan <Jonathan.howell(@ncdenr.gov>; Arnette, Justin R CIV USARMY CESAW (US) <Justin.R.Arnette(@usace.army.mil>; Faircloth, Adam G CIV USARMY CESAW (US) <Adam.G.Faircloth(@usace.army.mil>; Dooley, Brennan J CIV USARMY CESAW (US) <Brennan.J.Dooley(@usace.army.mil>; Horton, James T SAW <James.T.Horton(@usace.army.mil>; Bodnar, Gregg <gregg.bodnar(@ncdenr.gov>; Coats, Heather <heather.coats(@ncdenr.gov>; Johnson, Carmen M <carmen.Johnson(@ncwildlife.org>; Brent Johnson (Brent.Johnson(@darenc.com) <Brent.Johnson(@darenc.com> Subject: RE: Hatteras Inlet - South Ferry Channel Maintenance my A couple more pieces of info... The USACE estimates approximately 20 days of dredging to remove the estimated volume. With weather days and crew changes, that's likely to occur over the course of a 3 to 4 week period. The total volume is currently estimated around 30,000 cy. KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 7919494 M 910 443 4471 E kenneth.willson(@APTIM.com A APTIM 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com From: Willson, Kenneth Sent: Tuesday, October 8, 2019 9:28 AM To: Staples, Shane <shane.staples(@ncdenr.gov>; Hart, Kevin <kevin.hart(@ncdenr.gov>; Walter L. "Wally" Overman <wallyo(@darenc.com>; Bobby Outten - Dare County (outten(@darenc.com) <outten(@darenc.com>; Fritz. Rohde(@noaa.gov; Ellis, John <John_ellis(@fws.gov>; Dunn, Maria T. <maria.dunn(@ncwildlife.org>; Schweitzer, Sara H<sara.schweitzer(@ncwildlife.org>; Scarbraugh, Anthony<anthony.scarbraugh(@ncdenr.gov>; Bland, Raleigh W CIV CESAW CESAD (US) <Raleigh.W.Bland(@usace.army.mil>; Lekson, David M CIV USARMY CESAW (US) <David.M.Lekson(@usace.army.miI>; Petersen, Joen SAW<Joen.A.Petersen(@usace.army.mil>; Rosov, Brad <Brad.Rosov(@aptim.com>; Pelletier, Josh R CIV CESAW CESAD (US) <Josh.R.Pelletier(@usace.army.mil>; Howell, Jonathan <jonathan.howell(@ncdenr.gov>; Arnette, Justin R CIV USARMY CESAW (US) <Justin.R.Arnette(@usace.army.mil>; Faircloth, Adam G CIV USARMY CESAW (US) <Adam.G.Faircloth(@usace.army.mil>; Dooley, Brennan J CIV USARMY CESAW (US) <Brennan.J.Dooley(@usace.army.mil>; Horton, James T SAW <James.T.Horton(@usace.army.mil>; Bodnar, Gregg <gregg.bodnar(@ncdenr.gov>; Coats, Heather <heather.coats(@ncdenr.gov>; Johnson, Carmen M <carmen.johnson(@ncwildlife.org>; Brent Johnson (Brent.Johnson(@darenc.com) <Brent.johnson(@darenc.com> Subject: Hatteras Inlet - South Ferry Channel Maintenance mm The subject channel was surveyed following Hurricane Dorian and through coordination with the USACE navigation branch, a slight modification to the orientation of the proposed maintenance channel has been made. Attached is an updated set of plans showing the channel as proposed in August and the updated channel alignment modified after Hurricane Dorian (See Sheet 3). At present the schedule has been pushed back a few weeks due to an issue with the MOA between the State and USACE. Both entities are working to remedy the situation and we will provide an updated schedule as soon as we nail it down. Please feel free to reach out to me with any questions. Sincere Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 7919494 M 910 443 4471 E kenneth.willson(@APTIM.com A APTIM 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com HATTERAS INLET MAINTENANCE PROJECT DARE COUNTY, NORTH CAROLINA PAMLICO SOUND Z PROJECT AREA HATTERAS HATTERAS OCRACOKE INLET ISLAND ATLANTIC OCEAN CHARLOTTE N.T.S. NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY 0 7500 15000 GRAPHIC SCALE IN FT RALEIGH N GPI CAPE HATTERAS �0PROJECT LOCATION —JACKSONVILLE• MOREHEAD CITY CAPE LOOKOUT CAPE FEAR ATLANTIC OCEAN SHEET INDEX 1 COVER SHEET 2 PROJECT OVERVIEW 3 CONNECTOR CHANNEL PLAN VIEW 4 CONNECTOR CHANNEL CROSS SECTIONS 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. PERMITTED DREDGE DEPTH IS RELATIVE TO THE MLW DATUM BEING APPROXIMATELY 0.08' ABOVE MLLW PER NOAA PID EX0400. 3. DATE OF AERIAL PHOTOGRAPHY: CS-1 AND PV-1 ESRI JANUARY 2016, PV-2 NCDOT HATTERAS IMAGE MARCH 2O16. 4. SURVEY DATA COLLECTED BY US ARMY CORPS OF ENGINEERS. JANUARY 09, 2020. 5. BATHYMETRIC CONTOURS REPRESENT THE CONDITIONS OF THE CHANNEL ON JANUARY 09, 2020 AND SHOULD NOT BE RELIED ON FOR NAVIGATION PURPOSES. I Prr-Aln —••—••— MEAN LOW WATER LINE MEAN HIGH WATER LINE CROSS SECTION LINE Q HAT-03-V-18 HATTERAS INLET BORINGS 2003 AND ID NEARSHORE DISPOSAL AREA SUBMERGED AQUATIC VEGETATION AND 100 FT. BUFFER ASBUILT EXISTING CABLE ROUTE (CALDWELL CABLE VENTURES) EXISTING CABLE ROUTE (UTLITY ELECTRICAL CONSULTANTS, PC) ASBUILT NEW CABLE ROUTE +0.52' M_HW_ +0.41' NAVD88 +0.08' MLW +0.00' MLLW TIDAL DATUM ,REFERENCE, TIDAL DATUM REFERENCE BASED ON NOAA TIDE STATION ID 8654467 EPOCH 1983-2001" b w Oa 2 J Z U � > Q V W w Z = W ozox Lf) Y E } W :<JZ o zzo U Q V <w �< K< DRAWING NO. CS-1 SHEET 1 OF 4 m m m � N N N Ln ON Cl CD CD CD 0 O O 1 CONNECTOR �\ \� CHANNEL CORRIDOR ) / N 547000 UND r CHARTED WRECK AVOIDANCE AREA HAT- \ 0 �_D�V-16 0 iLv" 0 HAT-03-V-11 N 542000 l OHAT-03-V-12 ` \ 0 0 - HAT-03-V-17 / \ 0 0 HAT-03-V-14 HAT-03-V-13 HAT-03-V-1 HH T-03-V-18 _ HATTERAS HaT-03 v-19 INLET O.CRACOKE- _ \ r ISLAND J LIFE SAVING STATION PROPOSED CONNECTOR AVOIDANCE AREA CHANNEL NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY BREAKING SHOAL f — AVOIDANCE AREA N 532000 NEARSHO POSAL LOCATION m I I N N N O V, O O o O O o O O o O / N v �' / A J O nn O o HAT-03-V-90 O O z a < LLI w z W l ca r � Z 1 (HAT-03-V- z / J I d V HAT-03-V-7 C F E $ O Q c oN O O u °Z o HAT-03-V-8 c a ¢. a 4 �+ p M m x w mm CL a C a� 3 S N 54200 : o Z w w z 0 1000 2000 GRAPHIC SCALE IN FT m N 00 O O O 0 v� E� E. rQ vY �Y U �p O W rn3 3� ry wN w oa z a � Q V w Z xo � o?OO N ¢ Z ram} F � Z W QUO E3 < W a << wQ K� x DRAWING NO. PV-1 SHEET 2 OF 4 BOTTOM OF CUT/CHANNEL COORDINATE TABLE POINT ID EASTING NORTHING ELEVATION INM a 2963068.1 540132.7 -9.0 b 2963158.0 539954.0 -9.0 c 2964669.2 540714.0 -9.0 d 2965773.4 540716.4 -9.0 e 2965773.1 540866.4 -9.0 f 2964633.5 540864.0 -9.0 g 2963845.6 540467.7 -9.0 h 2963823.1 j 540512.4 j -9.0 v -6 -� o CHARTED WRECK AVOIDANCE AREA -7 ^\ -7 Lv� n 6 O a' O 0� Q 0 ` 0 n 9 a 0 s o - 777:�716 4` * b4b \ LIFE SAVING STATION \ AVOIDANCE AREA NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY PROPOSED CONNECTOR CHANNEL O HA TTERAS INLET Z \ \ 0 200 400 GRAPHIC SCALE IN FT \ CONNECTOR CH AN \� CORRIDOR 1. ELEVATIONS ARE REFERENCED TO MLLW. PERMITTED DREDGE DEPTH IS RELATIVE TO THE MLW DATUM BEING APPROXIMATELY BREAKING SHOAL 0.08' ABOVE MLLW PER NOAA PID EX0400. AVOIDANCE AREA p nn 00 a� Z as LL w w z 0 z W C7 z z Z J d V J C y e 81 N o : &� 0 Oz E fi m Z ° Z U c O, ,E a0 a G ro� 3 L z M d 3 �ldld8-1 0W N F 3 Z 0 0 ~ a oa Z �VwoZ >aVQ Lu N H w V W 0QZw> Oz Lu �LuZG3 zz,zoz °o Lu U wo a DRAWING NO. PV-2 SHEET 3 OF 4 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY CROSS SECTION A -A' q B-B' C-C' r 9� � 5 _ MHW EL. +0.52' 0 MLW EL. +0.08'.— - , T . .. — .. = —, — , .. T—....�.—.T..—T—.. -- ,—T—... 0 5 I I JAN.09, G -5 EXISTING GRADE I 0 . . . . . . . . . . . . . . . . I. -10 L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I 5 TARGE AD EL. _ -9.0' MLLW . . . . . I . . . . . . . . . . . . . . . . . -15 MAXIMUM AD EL. _-11.92' MLLW 0 . . . . . . . I . I -20 -25 -250 0 500 1000 1500 2000 2500 3000 3500 3750 CROSS SECTION B-B' B A -A' B' DISTANCE ALONG SECTION (FEET) LW EL. I AN. 09, 2020 XISTING GRADE . . . . . . . . . . . EL. -9.0' MLLW � 1 3 I— 3 TARGET AD EL. _ -9.0 � I CHANNEL AXIMUM AD EL. _ WIDTH 20 ' -250 0 500 1000 125C DISTANCE ALONG SECTION (FEET) CROSS SECTION C-C' 5 5 C A -A' C' 5 MHW L. +0. 12' 0 w 0 MLW L. +0.0$—.. — —... 0 w I JAN. 09, 2020 LL EXISTING GRADE -5 J -5 -5 Z J 1 EL. -9.0' MLLW -10 -10--13 33 . . . . . . . . -10 MLLW > I TARGET AD EL. _ -9.0' MLLW w .11.92' MLLW w -15 CHANNEL MAXIMUM AD EL. 15-11.92' MLLW WIDTH 15' -20 -2 -250 0 560 1000 1250 20 DISTANCE ALONG SECTION (FEET) NOTE: 1. ELEVATIONS ARE REFERENCED TO MLLW. PERMITTED DREDGE DEPTH IS RELATIVE TO THE MLW DATUM BEING APPROXIMATELY 0.08' ABOVE MLLW PER NOAA PID EX0400. 2. MAXIMUM AD EL. OF -11.92 MLLW SHOWN ON CROSS SECTIONS IS EQUAL TO -12.00 MLW PER NOAA PID EX0400. 0 5 10 0 250 500 VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT III Eo rQ vY �Y 0 a C vo a z 2 J J ZU�Z U7 w Z U z z wz=QO NFsUU o�Ogw N¢zOcn U H H L :< Z LU Zz0z� ¢ U z0 U <wU wQ DRAWING NO. XS-1 SHEET 4 OF 4