Loading...
HomeMy WebLinkAbout20131279 Ver 3_Minor Mod Request_20181204From: Coats, Heather To: Scarbraugh, Anthony Subject: FW: [External] FW: Hatteras Inlet Project Date: Tuesday, December 4, 2018 9:27:31 AM Attachments: imaae004.ona November Event Updated Drawings 11-26-18.pdf RC 05 HST 20181025 CS OTY 3.odf image001.p_no Heather Coats Beach & Inlet Management Project Coordinator Division of Coastal Management North Carolina Department of Environmental Quality 910 796 7302 office heather.coats(a ncdenr.g_ov 127 Cardinal Drive Extension Wilmington, NC 28405 'Nothing Compares—, .- Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Willson, Kenneth[mailto:Kenneth.Willson@aptim.com] Sent: Wednesday, November 28, 2018 9:49 AM To: Coats, Heather <heather.coats@ncdenr.gov>; Pelletier, Josh R CIV CESAW CESAD (US) <Josh. R. Pelletier@usace.army.mil>; Trowell, Steve <steve.trowell@ncdenr.gov> Cc: Rosov, Brad <Brad.Rosov@aptim.com>; Bobby Outten - Dare County (outten@darenc.com) <outten@darenc.com>; Ann Daisey <ann.daisey@darenc.com>; Petersen, Joen SAW <Joen.A.Petersen@usace.army.mil> Subject: [External] FW: Hatteras Inlet Project hm 0, al email. Do not click links or open attachments unless verified. Send all suspicious email as an I had sent the plans that were provided to you all on Monday to the USACE for approval of the temporary bottom disposal area prior to finalizing them and distributing. I received verbal confirmation that the USACE Navigation Branch was comfortable with the location that was shown on the plans dated 11-26-18. However, based on updated conditions, the dredge operator has requested the area be moved approximately 300 feet to the west to better align with deep water. The attached pdf from the USACE"RC_05_HST_20181025_CS_QTY_3.pdf" shows the updated location recommended by the dredge operator. 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 APT IM 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com From: Willson, Kenneth Sent: Monday, November 26, 2018 1:28 PM To: 'Coats, Heather' <heather.coatsC@ncdenr.gov>; Pelletier, Josh R CIV CESAW CESAD (US) <Josh. R. Pelletier(@ usace.army.mil>; Trowell, Steve <steve.trowell(@ncdenr.gov> Cc: Rosov, Brad <Brad.RosovC@aptim.com>; Bobby Outten - Dare County (outten(@darenc.com) <outten(@darenc.com>; Ann Daisey <ann.daisey(@darenc.com>; Petersen, Joen SAW <Joen.A.Petersen(@usace.army.mil> Subject: RE: Hatteras Inlet Project 01 Please see attached updated drawings for the upcoming Hatteras Inlet dredge project. The drawings include updated bathymetric data and a slightly modified channel location from the one provided to you as part of the written notice dated 10/23/2018 (DCM) and 10/24/18 (USACE). At present, the USACE is scheduled to begin dredging sometime Thursday. They have informed us that in fact they anticipate using the temporary bottom disposal area previously approved but not used. The temporary bottom disposal area is shown on Sheet 3 of the attached drawings. Please let us know if you have any questions about the plan for the upcoming Hatteras Inlet dredging. 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: Monday, November 19, 2018 3:53 PM To: Coats, Heather <heather.coatsCcDncdenr.gov>; Pelletier, Josh R CIV CESAW CESAD (US) <Josh. R. Pelletier(@ usace.army.mil>; Trowell, Steve <steve.trowell(@ncdenr.gov> Cc: Rosov, Brad <Brad.Rosov(@aptim.com> Subject: Hatteras Inlet Project wo I spoke with Heather Coats this morning about updates on the Hatteras Inlet Project. There have been some delays associated with the process to transfer funds between the project partners. At present, the earliest we believe the dredging might occur would be November 28th; however, that may be a long shot. We are working on updating the drawings we provided prior to the October 30 pre -con meeting given the new survey conducted by the USACE on October 25. We should have those drawings to you early next week. Also, during the meeting there was discussion about a 1 time in -water temporary disposal of dredge material to allow for more efficient dredging. This method was authorized for a one time use by the modified CAMA Permit issued March 14, 2018. 1 believe a similar allowance was granted by the USACE. The CAMA Permit Language reads: This permit modification authorizes the one time use of an in -water temporary disposal site as depicted in the attached email correspondence dated 2/28/18 and work plan drawing dated 2/15/18. This one time in -water temporary disposal is authorized for a maximum volume of 500 cy. Spoil must be transported to the authorized offshore disposal site once the shoal is to an acceptable depth for safe dredge operations. Please note that after discussing the proposed operations with USACE Navigation Branch staff, we do anticipate that this method may be needed for the upcoming maintenance event. Please also note that the one time authorization to use in -water temporary disposal was not used during the last event as it was not needed. We are requesting that if such a method is needed during this upcoming event, that we can use the previous authorization to cover the action. We will indicate the temporary disposal area in the drawings we provide next week. If you have any questions, please feel free to reach out to me. I'll be in the office all day on Tuesday, but out the rest of the week for Thanksgiving. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 7919494 M 910 443 4471 E kenneth.willson(@APTIM.com ' APT IM 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com HATTERAS INLET MAINTENANCE PROJECT DARE COUNTY, NORTH CAROLINA PAMLICO SOUND z PROJECT AREA HATTERAS I 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 CAPE HATTERAS No�� PROJECT 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 MLW. 3. DATE OF AERIAL PHOTOGRAPHY: CS -1 AND PV -1 ESRI JANUARY 2016, PV -2 NCDOT HATTERAS IMAGE MARCH 2016. 4. SURVEY DATA COLLECTED BY US ARMY CORPS OF ENGINEERS. OCTOBER 25, 2018. 5. BATHYMETRIC CONTOURS AND AIDS TO NAVIGATION REPRESENT THE CONDITIONS OF THE CHANNEL ON OCTOBER 25, 2018 AND SHOULD NOT BE RELIED ON FOR NAVIGATION PURPOSES. I Gr,Gnin —••—••— MEAN LOW WATER LINE MEAN HIGH WATER LINE — — CROSS SECTION LINE o O HAT -03-V-18 HATTERAS INLET BORINGS 2003 AND ID va vY E3 N E" mQ w� ny Em NEARSHORE DISPOSAL AREA ° 0 0 I/ � ) SUBMERGED AQUATIC VEGETATION AND 100 FT. BUFFER QY QV• Qti uQ ASBUILT EXISTING CABLE ROUTE (CALDWELL CABLE VENTURES) EXISTING CABLE ROUTE (UTLITY ELECTRICAL CONSULTANTS, PC) ASBUILT NEW CABLE ROUTE wQ USCG AIDS TO NAVIGATION 0-0 ZVQ jaV F w lL = ozoLu N Q Z W > W ca > O > Z O Z<u wW WQ Q� x DRAWING NO. CS -1 SHEET 1 OF 4 CULTURAL RESOURCE SURVEY AREA i ( \ CONNECTOR CHANNEL CORRIDOR 1 � PAMLICO SOUND \ r 1 1 \ CHARTED WRECK L AVOIDANCE AREA \� -TRATM v 7r -\X—( L I 10 `J \ J J THAT -03-V-6 I � (� r HAT -03-V-7 \ 0 HAT -03-V-90 HAT -03-V-8 HAT -03-V-10 0 0 HAT -03-V-11 i \ 0 GHAT -03-V-12 f , HAT -03-V-17 0 HAT-03-V-14� HAT -03-V-13 \ 0 HAT -03-V-15 AT -03-V-18 _ 7 HATTERAS j HAT -03 INLET -Al i OCRACOKE ISLAND � J LIFE SAVING STATION AVOIDANCE AREA J� BREAKING SHOAL PROPOSED CONNECTOR AVOIDANCE AREA CHANNEL NEARSHORE DISPOSAL r 1 LOCATION ir NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY HATTE RAS 01000 2000 GRAPHIC SCALE IN FT �q n� 00 c� Z as Fg LL W W z 0 z luz z z J IL =o J � y C °o o W oE V uZZZ � COP g .� o a z e Q. z M 3 IW6 v3 3 v ': N 2a m EY om o p W N aY N 0Z 0 o�a G w sZ ao O WVa w wZx > ozo > NaZ p Lu:Z W Z W >zo 0 Z a UU d <w wa �O a x DRAWING NO. PV -1 SHEET 2 OF 4 BOTTOM OF CUT/ CHANNEL COORDINATE TABLE POINT ID NORTHING EASTING ELEVATION A 539996.1 2964108.2 -12.0 B 540251.9 2966619.2 -12.0 C 540229.6 2967414.8 -12.0 D 540029.6 2967409.2 -12.0 E 540051.3 2966638.8 -12.0 F 539797.1 2964127.8 -12.0 CHARTED WRECK AVOIDANCE AREA APPROXIMATE LOCATION OF TEMPORARY DISPOSAL SITE. USACE IS PROPOSING TO TEMPORARILY PLACE APPROXIMATELY 500 C.Y. IN THIS AREA. THE, AREA WILL ONLY BE USED UNTIL THE DREDGE HAS ENOUGH DEPTH TO GET ACROSS THE SHOAL. THE DREDGE WILL THEN RETURN AND PICK UP THE MATERIAL.AND TAKE IT TO THE NEAR SHORE DISPOSAL SITE. NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY -tA TTERA S WNLET NG NO. OI N PV -2 4 O1 Q SHEET 3 OF 4 00 Z x W W z UA 06 NG NO. PV -2 4 SHEET 3 OF 4 I^ Lu Lu J Z O H > w J w NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY CROSS SECTION A -A' B -B' C -C' F H W W J z -1 O H w -1 J w -2 J MHW EL. +0.42' MLW EL. +0.00' OCTOBER 25, 2018 EXISTING GRADE 5 .. ..... .... .I ...............__._ IJ1;. ........... . 0 ...... ...., ✓....... ...... ..... ...... ..�. . EL. -12.0' MLW _ — — 1 5 I MAXIMUM AD EL. CONNECTOR CHANNEL EXTENDS = -12.0' MLW I TO EQUAL DEPTH AT 0 TIME OF CONSTRUCTION i -250 0 500 1000 1500 2000 2500 3000 3500 3750 CROSS SECTION B -B' A -A' DISTANCE ALONG SECTION (FEET) 51 CROSS SECTION C -C' A -A' 5 OCTOBER 25, OCTOBER 25, 2018 MHW EL. +0.42' MHW EL. +0.42' EXISTING GRADE 0 0— ...--- $ — .....--- 0 MLW EL. +0.00' Lu -5 -5-5 . -5 -10 . . . . . . . . . . . . . . . . . -10 . . . . . . . 3 IL EL. -12.0' MLW F_ CHANNEL WIDTH 20. -15 . . . . . . . . . . -15 . .WIDTH . . . . . . . . . . . MAXIMUM AD EL. w _ -12.0' MLW w -20750 -20 ...... -500 0 500 750 DISTANCE ALONG SECTION (FEET) 5 0 -5 -10 -15 -20 -25 DISTANCE ALONG SECTION (FEET) 0 5 10 0 250 500 VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT y � N N Q 'vim �1' om o N N 3z aY Y m(7 oQ s o� o G a &Z apJ ZVQZLo wZ=ao � Lu zouu D Q Z W Lu Lo Lu to Zwzw� >zozw ZNODU �wU wQ I- 0 Q x DRAWING NO. XS -1 SHEET 4 OF 4 CROSS SECTION C -C' A -A' 5 OCTOBER 25, 5 2018 MHW EL. +0.42' EXISTING GRADE 0 — — — — —...—... MLW EL. +0.00' — — — —... 0 Lu Lu -5 ... .... ...I. . -5 IL J 1 -10 z . . . . . . . 3 3 EL. -12.0' MLW -10 F_ CHANNEL 20. > -15 . .WIDTH . . . . . . . . . . . -15 w w -20... ...... ....... -20 MAXIMUM AD EL. _ -12.0' MLW i-25 -25 750 -500 0 500 750 DISTANCE ALONG SECTION (FEET) 0 5 10 0 250 500 VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT y � N N Q 'vim �1' om o N N 3z aY Y m(7 oQ s o� o G a &Z apJ ZVQZLo wZ=ao � Lu zouu D Q Z W Lu Lo Lu to Zwzw� >zozw ZNODU �wU wQ I- 0 Q x DRAWING NO. XS -1 SHEET 4 OF 4 75°47'0"W rJ 0.7 r�� ice, co 0� T'7 m O 75°46'45"W Ocracoke Island 75°46'80"W 75046'1 5"W 75046"0"W ESTIMATED MATERIAL IN DREDGE BOX AS OF OCTOBER 25, 2018 26,095 CY @ -8FT 57,770 CY @ -1 OFT 97,143 CY @ -12FT BOX CUT X 2966619.2 Y 540251.9 Lat 35" 11'28.140" N Long 750 45'50.566" W 75°45'45"W X 2967414.8 Y 540229.6 Lat 35° 11' 27.663" N Long 75'45'40.993" W, X 2964108.2 6 6 5 5' 6 6 8 1 Y 539996.1 6 Lat 35° 11'26.420" N 6 6 6 6 6 6 s 6 6 6 s fi s 7 10 Long 75° 46'20.907" W 6 - 8 7 6 6 6 57r� a 6 6 6 7 6 6 6 7 V 6 �i 6 10 9 10 10 10 9 9 9 $ 9 8 8 7 7 6 6 7 10 10 10 1010 0 10 10 10 9 10 9 9 6 6 { 6 6 6 11 10 10 8 6 6 6 11 11 10 10 1 1 11 0 10 10 10 0 g 9 8 8 8 7 7 6 6 7 6 6 6 7 1 12 12 11 11 1 1 1 1 1 0 9 g 8 6 7 7 7 8 8 1 12 12 11 1' 11 1 1 0 1 11 1 10 10 -6 7 8 1 7 6 g 9 9 S 1213 12 12 2 11 12 11 10 10 11 111xg 9 01010 10 9 g 9 8 86 76 12 12 12 10 11 10 11 10 9 9 8 8 X 2966638.8 1 12 12 12 12 13 11 11 Lat 35¢ 11' 26.151 11 11 12 10 10 9 9 8 8 Y 540051.3 X 2967409.2 "" N Y 540029.6 10 Long 75" 45'50.409" W Lat 35 11'25.688" N Long 75° 45'41.139" W X 2964127.8 Y 539797.1 APPROXIMATE LOCATION OF Lat 350 11'24.446" N TEMPORARY USACE Long 75c46'20.749" W DISPOSAL SITE REFERENCE SURFACE TINS USED FOR ESTIMATED QUANTITY CALCULATIONS INCLUDE: OSC_8FT_TEM P_TI N_20181029 OSC_10FT TEMP TIN 20181029 OSC 12FT TEMP TIN 2.0181029 11SAW-NETAPP2ISHARED\NAVISURVEYSIHATTERASIOCRACOKE STATE CHANNEL1201811fl 25 CSIQUANTITIES 7547'0"W 75©46'45"W 75046'30"W 1:3,000 (D 0 100 200 400 600 800 Feet 75046'15"W LEGEND Aids t4 Navigation Green Light LU Can Red Light x Nun ❑ Green Daybeacon z zi A Red Daybeacon o Green Lighted Buoy Danger Sign Cf) Red Lighted Buoy 0 Mileboard 0 4 � Tide Gage Junction Marker 75°46'0"W Depth In Feet - 4 and Shallower - 6-4 7-6 8-7 10-8 12-10 14-12 15-14 15 and Deeper Navigation Channel 75045'80"W NOTES: 1. ELEVATIONS ARE IN FEET AND REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) RELATIVE TO THE 1983-2001 TIDAL EPOCH. 2. PROJECT SURVEYED WITH DISTRICT SURVEY VESSEL "POTTER ", USING RTK GPS HORIZONTAL POSITIONING EQUIPMENTAND 200 KHZ SOUNDING EQUIPMENT. 3. HORIZONTAL DATUM NAD 1983. VERTICAL DATUM M.L.L.W.. 4. TIDE GAGE LOCATED AT VILLAGE MARINA USE OF TIDE VALUES FOR THIS GAGE ARE RESTRICTED TO QUALITY ASSURANCE PURPOSES FOR VERIFICATION OF RTK TIDES. THE WILMINGTON DISTRICT WILL ONLY USE STAFF GAGE TIDAL VALUES FOR FINAL MAPPING AND QUANTITY CALCULATIONS IF RTK GPS IS UN- AVAILABLE AT THE TIME OF SURVEY. 5. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THESE CONDITIONS ARE SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS. A PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE INFORMATION PROVIDED HERE. REQUIRED BY 33 CFR 209.325 7. NAVIGATION AIDS LOCATED WITH DISTRICT SURVEY VESSEL, ACCURACY +1- 3 METERS. 8. SURVEY CONDUCTED BY US ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT. 75°45'45"W 75°45'30"W 4 ul co r.. 0, LO co MIA A r n co TYPICAL SECTION M.L.L.W. _101 PROJECT DEPTH 1 3 100" NOT TO SCALE NO H_"�A+dLINA Manteo Morehead City ATLANTIC OCEAN PAML ICO SOUND Morehead City LU x m z zi 0 _ Cf) a.z �C 0 4 �I � al 0 m L) w 0� U) 0 0 I Ln 0 ,r, - r CO CO 0 a U) LI C] co 0 O Y LLJ 2 U) z W Lu Lu CL oLL U7 00 00 N Cr o LLI N 00 O LLI m a LU C7 N 0 O Z M 00 <L . W LLI U) C2 a cL VJ LU m z zi 0 _ U a.z �C 0 4 0 � 0 m L) w 0� � 0