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HomeMy WebLinkAbout20160988 Ver 1_SAW Emergency Declaration Package (Wanchese Entrance Channel)(10-14-2016)_20161014DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 P o'"AT, CESAW-DE 14 October 2016 MEMORANDUM FOR COMMANDER, USACE, SOUTH ATLANTIC DIVISION, 60 Forsyth Street, Room 1 OM15 Atlanta, GA 30303 SUBJECT: Request for Emergency Declaration for Dredging Operations 1. The purpose of this memo is to request your declaration of an emergency, which will allow for emergency dredging operations within the Federal Navigation project: Manteo (Shallowbag) Bay, NC. The work in this navigation project would be conducted in accordance with 33 CFR Part 337.7, Emergency Actions. The emergency action is needed in Range 14A of the Manteo (Shallowbag) Bay, NC project, which is the entrance channel for Wanchese Harbor. Currently, the Wanchese Harbor fleet cannot safely transit the channel due to rapid shoaling from Hurricane Matthew. 2. President Obama has declared Hurricane Matthew as a Major Disaster in the States of Florida, Georgia, South Carolina, and North Carolina. The Corps was notified in writing by the Office of Governor Pat McCrory on October 14, 2016 that shoals due to Hurricane Matthew have significantly affected the ability of the Wanchese Harbor's fleet to navigate safely in federally maintained channel. Wanchese Harbor is utilized by the U.S. Coast Guard (USCG) navigational aid vessel, fishing industry including trawlers, recreational fishermen and seafood houses, and large boat construction facilities. The Deputy Chief of Staff expressed concerns of the storm shoaled channel and its economic impact to users of Wanchese Harbor. The trawling fleet within the harbor is unable to leave the docks under the channel conditions following Hurricane Matthew. In addition, the USCG remains unable to complete channel marking missions out of Wanchese Harbor. The upkeep of channel markers is critical to the health and safety of project users. We also received a letter on October 14, 2016, jointly signed by U.S. Senator Richard Burr, U.S. Senator Thom Tillis, and U.S. Congressman Walter B. Jones, stating that "it is critical that the Army Corps of Engineers begins dredging immediately". 3. Per our reconnaissance hydrographic surveys on October 11, 2016, the passing of Hurricane Matthew caused increased shoaling in the channel. The post storm controlling depth is 5 -feet, with most of the fleet vessels requiring channel depths between 8 toll 0 -feet for safe passage. Shallowdraft special purpose dredges are now the only plant capable of working in the current depths, tide conditions, and proposed disposal conditions. This emergency declaration is necessary to begin agency coordination to obtain the environmental clearances necessary to alleviate the severely shoaled ferry channel. The District is coordinating with resource agencies for approval to conduct a one-time dredging in this channel. We can begin dredging as soon as all authorizations are received. Funding is available through Federal funding totaling approximately $700,000, or through existing non -Federal MOA dollars on the project. We will operate the Currituck or Murden for 10 days to 15 days (24-hour operations) and focus mainly on the area between buoy # 3 and the eastern limit of Range14A, because there is less than a depth of 5 -feet across the entire authorized channel width. A before dredge survey will be conducted to identify specific areas for dredging within the prescribed limits. Dredged materials will be placed in the limits of the federal channel near Oregon Inlet (see attached map), and total quantity of material will not exceed 20,000 cubic yards. This area was selected because it is currently much deeper than the project's authorized depth of 12 feet. The proposed use of a special purpose dredge would provide immediate passage and relief in the shortest amount of time. CESAW will initiate Emergency Notification procedures pursuant to a Memorandum of Agreement for Emergency Dredging and Disposal, Federal Navigation Projects with the State of North Carolina once an emergency declaration has been made. 4. Pursuant to the attached MOA for Emergency Dredging and Disposal at paragraph 3, the District has evaluated the criteria necessary for a declaration of emergency, as described below: a. The District has received complaints / requests for help from users, including North Carolina Governor Pat McCrory, U.S. Senators Richard Burr, U.S. Senator Thom Tillis, and U.S. Congressman Walter B. Jones. b. The storm related shoaling within the Wanchese Harbor entrance channel has created a situation which would result in an unacceptable hazard to life or navigation, and an immediate and unforeseen significant economic hardship if corrective action is not taken within a time period less than the normal time needed under standard procedures. c. A District survey, attached, shows that the authorized navigation channel has recently shoaled to a level unacceptable for the safe passage of fully -loaded commercial vessels as a result of recent unexpected events. Normal maintenance dredging of this channel reach is not scheduled within the next 3 months. d. The channel has been at the current controlling depth (5 -ft msl) since Hurricane Matthew. e. This proposed dredging (15,000 to 20,000 cubic yards) would resolve the emergency. f. The proposed disposal area is located in the limits of the federal channel near Oregon Inlet (see attached map), and total quantity of material will not exceed 20,000 cubic yards. g. Normal dredging and disposal coordination and contracting procedures are inadequate due to the immediacy of the dredging need, the shallow nature of the channel. Shallowdraft special purpose dredges (Currituck / Murden) are the only vessels that can work safely and efficiently within these parameters, and meet the immediate need. h. Before the work can proceed, the District must coordinate with State and Federal resource agencies. i. The alternative to declaring an emergency would be to work through normal contracting and environmental procedures to obtain clearances and equipment to dredge this channel, resulting in a continuation of unacceptable conditions for the next couple of months while we worked to award a contract. Based on the above evaluation, I have made the determination that circumstances surrounding this authorized project require emergency action. By copy of this Memorandum, I request approval of the emergency action from the Division Engineer. 5. Attached are the location maps for the federal navigation project, the associated channel condition survey (Before and After Hurricane Matthew), disposal locations, and the emergency action dredging area. -4- 6. Also attached are letters / e-mails from elected officials requesting the need for emergency dredging on our federal project? 7. My POC for this action is Mr. Bob Keistler, at 910-251-4709 or cell 910-612-7611. Encls KEVIN P. LANDERS, SR. COL, EN Commanding Dare County, North Carolina Nags Head W� to WY 6 �\ BUS o Project Site 2 HWYf 0 BYP 0 G i O- 0 aDol oN �` o 0 0 .3 Dredging Location a nchese Pj S° a0\\Go P I NC Vicinity Map i t US Army Corps ® Placement Sites e — of Engineers Highways Wilmington District - Navigation Channels 1 0.5 0 1 2 3 4 Miles Map Date: October 14, 2016 Map #:—n-gis-2016-027 0 CR! 0 Q _ Oregon Inlet Fishing Center D g D Oregon Inlet D Proposed Bonner 4 Placement Bridge y Sites ►� 75°37'30"W V ' 10pow �t ,w 13 1 t^ ` 12 13 12 22 7 19 16 13 15 1 8 913 17 15 510 12 14 16 16 20 16 16 17 16 A 1 10 13 12 4 17 - 1314 14 15 15 17 17 16 15 15 15 13 - Af 1 15 14 13 14 1$ 16 15 15 13 14 14 16 17 17 14 1 13 14 16 17 16 15 1. �•'_" �'' .+i 16 16 16 13 15 �► 1� 1 15 Wanchese Harbor ` � � x • ,�� ."� 11 13 17 15 15 15 4 _ - 14 15 14 p , . 1 � 0% ay 13 15 15 114 14 �� 14 i - A � �f-`� . r 14 15 14 - _AV •' 8 4 1". t �� ' • 9 14 15 17 15 15 _ 14 13 �� v � i " 16 t W, .00 } y' 1" 10 18 16 �_-_� ,d. 15 14 ti r 15 16 1 "'• 12 15 4 15 15r 1 14 , • ww 1. 8 12 15 14 14 13 4t44 14 1 14 • + � w � �I - 7 11 14 13 14 14 13 13 _ • • 8 13 13 13 '� y {- 12 14 13 ,.� $ 15 14 13 1 8 11 14 14 13 • F 40_ 9 12 13 14 13 12 11 1 ► •'ti Y ` 11 13 13 14 14 15 12 12 -� 14 12 15 14 12 13 14 15 14 11 11 10 11 - #� 11 14 15 11 12 10 _ 14 f�1 • 12 16 14 12 11 11 \ �' . w. 00- 1k� ++f • 12 14 15 14 12 1 dr 1 ' 1 12 16 14 14 1 �'� •�. 10 13 15 15 15 13 10 11 14 74 ' 16 14 15 1 6 r � 9 14 15 15 15 1 7 " t •Y .f � � r iv. . 15 15 7 13 15 1 8 12 15 15 15 f. , + 10 14 15 15 15 1 :++ s � 10 11 14 14 15 1 , :,� „� • r :,� '� +�"• ° 11 ri ` 12 13 15 15 1410 s •� � � " .� � � �, 10 12 14 1514 ` t + ~ y 14 14 ,5,* 12 w • • 9 12 13 13 12 = 'rY`� ,r ' • . "1 40 10 12 13 11 w a. 9 � v 11 Ail 12 13 13 11 1 •�� i i '` • 0 11 13 13 12 13 12 13 1 �. • . _ •`� 8 12 131413 12 •, .7 . � 10 � r 11 12 13 13 12 1 +� 12 13 i $ 11 14 1312 t 1�' 12 A 12 13 1 3 12 14 10 - 4 13 13 ' • ~ti 12 12 `M1 No 12 12 1 11 ♦ 0 1 12 ♦ _ .y -� 1011 9 11 10 WAYPOINT 4 2 11 y x 1 ,� •'�' 11 11 9 'c f a a • �� f12 11 9 Ix 12 111910 75037'0"W 35°51'0"N 0 Depth In Feet 4 and Shallower �5-4 7-0 8-7 10-8 12-10 14-12 15-14 15 and Deeper LEGEND Aids to Navigation , Green Light Waypoints DMS_X DMS_Y Mantes 14abc - Waypoint 1 Wnteo 14abc - Waypoint 4 2016-10-11 2016-10-11 3005482 3002668 779038 777745 75' 36' 24.220" W 75' 36'58.929'W 35` 50' 35.821" N 35' 50' 23.991" N Manteo 14abc - Waypoint 5 Waypoint Lines 3002194 Can 75' 37'4.702" W Red Light Placement Areas 2016-10-11 Nun ❑ Green Daybeacon ®Navigation Channel A Red Daybeacon o Green Lighted Buoy Q Danger Sign • Red Lighted Buoy 0 Mileboard Q� Tide Gage Junction Marker WAYPOINTS Project Survey Daae SPF ­X SPF_Y DMS_X DMS_Y Mantes 14abc - Waypoint 1 Wnteo 14abc - Waypoint 4 2016-10-11 2016-10-11 3005482 3002668 779038 777745 75' 36' 24.220" W 75' 36'58.929'W 35` 50' 35.821" N 35' 50' 23.991" N Manteo 14abc - Waypoint 5 2016-10-11 3002194 777691 75' 37'4.702" W 35' 50'23613" N N}anteo 14abc - Waypoint 6 2016-10-11 3001713 777890 75° 37'10-459" W 35'50'25-744" N MANTEQ CHANNELS TYPICAL SECTION M.L.Q.--- ----_- - 1-121 PROJECT DEPTH 1 R`_ 3 100' NOT TO SCALE a d <12 12 w 11 10 11 13 12 1 ° 4*62 4%00,,, 9r xp 12 12 8 3600 Ran[,�+e a V 12 i1 2�AOL �x�� 10 13 12 ° ap 7xpg o*pp 12 13 12 90 8 WAYPa[NT 1 9 10 12 7 r •� xa0 8 10 2 2 12 7 6 - 6 6 6 6 6 6 0 10 11 10 .r iV� rx • 8 10 12 13 12 10 6 7 fi 6 6 ��6 5 6 7 7 7 7 7 10 10 11 Y 4 PPi t PO 13 12 11 11 10 9 8 87 7 7 6 6 6 !"1, 6 6 6 6 7 6 6 7 6 2 7 10 11 10 10 7 6 11 ' 10 9 v i - 13 1 10 10 9 8' 9 9 8 8 8 9 9 9 8 8 7 7 7 8 8 8 9 9 9 9 9 9 9 9 9 9 9 8. 8 8 9 6 6 6 7 7 8 8 ° 10 11 10 10 > O 9 9 8 10 10 9 10 10 11 11 11 10 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 9 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 9 9 9 9 9 9 9 9 9 9 9 8 8 7 6 7 8 8 7 7 6 6 8 g 9 0 10 11 1 10 R� v WAYI-VolN'1 4 7 6 9 9 10 10 10 11 10 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10 10 10 7 11 1r1 `� 1 - 6 6 IU 11 11 11 4- 1010 9 9 9 8 9 8 7 8 8 9 9 10 1 11 11 6 6 7 7 7 8 8 7 7 7 7 7 7 7 7 7 7 7 7 7 7 g 6 6 Ij 33 6 6 6 6 8 8 8 9 9 9 9� 10 10� 1 11 11 11 11 11 11+ 6 6 5 6 6 fi 6 6 6 5" 5 6 5 7 6 7 7 7 7 9 10 10 10 11 1 11 11 1t NOTES_ 1. ELEVATIONS ARE IN FEET AND REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) RELATIVE TO THE 1083-2001 TIDAL EPOCH. 2. PROJECT SURVEYED WITH DISTRICT SURVEY VESSEL" KNOWLTON "' USING RTK GPS HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT. 3. HORIZONTAL DATUM NAD 1983. VERTICAL DATUM M.L.L.W.. 4. TIDE GAGE LOCATED AT. DAYBEACON 5 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. THIS PROJECT WAS DESIGNED BY THE WILMINGTON DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS AND SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUI RED BY ER1110-1-8152. 6. 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, FOR THE MOST UP TO DATE INFORMATION PLEASE CHECK OUR WEBSITE AT: WWW. SAW. U SAC E.ARMY. M I L F �► 6 7 8 8 8 9 9 1 11 �� ■YAi I �Iff - 7 7 7 8 8 8 9 9 9 9 10 11 12 12 12 11 z 7 °�I ., a o e n .. n 12 1 i• Tilde Gage Gn Daymarker 5 1:2,000 0 250 500 Feet 75°37'0"'W Note: Channel Conditions Prior to Hurri (Survey Date: 9/29/2016) N cane Matthew 75"36'30"W US Army Corps of Engineers Wilmington District r Lon IN R�TH- CAR[]LIMA a C� C'7 CfJ 0 L0 fl- d Cy7 Q LO 4 LO M Mantes Morehead City Rgnges 14A, 8, C Manteo ` � ® a @PAMLICO SOUND >_ L LU 0 U Z U) K J �LOf n = C7 w<1z V Z = z U LU x g Z w 0 LLI U)0W SLLI 231LIJ - � 0 z z o < Q a Z 06 X 2 hl C37 CD r N 0 0f 2E m U] 00 Z a C a U` z W ❑ CL] m ❑ LU Z W -• W J LLJ LU LU > IZ U LL Cn n LijW W o CV CO _W LU m T {� X N W = W U Z W m �C m C0 0 Q 0 0 W< d' =[ T LL1 p � L7 � ❑ W Q 0 ❑ W QD Q o Q Q (j) Q >_ L LU 0 U Z U) K J �LOf n = C7 w<1z V Z = z U LU x g Z w 0 LLI U)0W SLLI 231LIJ - � 0 z z o < Q a Z 06 75'3TW'YY X 3,004,195 Y 778,543 Lat 350 50' 31.362" N Long. 750 36'40.059'W X 3,004,237 Y 778,453 Lat 350 50' 30.456" N Long. 750 36' 39.57T' W 214Cm y. —\ e 1312 13 12 rn/r 1 12 NOTES 1. ELEVAnDNSARE IN FEETAND REFERTONOAA S REPORTER MEAN LOWER LOW WATERHMLLWI REUTIVETO THE 1961ZU1 TI0ALEFOCH. 2 PROJECT SURVEYED WITH DISTRICT SURVEY VESSEL 'POTTER USING RTK GFS I MZONTALFOSIPONNGEGUIFMENTANDZIOIWZSOUNDINGEQUPMEW 3. HORIZONTAL DATUM NAD 1983 VER CALDARIM M LLW. 4TIOEGAGELOCATEDAT DAYBEACON5 RISE OF TIDE VALUES FOR THIS CARE ARE RESTRICTED TO G W IJTY ASSUPANCE PURPOSES FOR VERIFICATroNOF RTKPOES. THE WILMINGTON as1RLCTIMLLONLY USE STAFF CAGE PMLVALUES FOR FINAL MAPPING AND SHORTLY CALW UTIONS IF ELK GPS IS UN AVAIUBLEATTHETIMEOFSURVEY 5 THIS PROJECT WAS DESIGNED BY THE WILMINGTON DISTRICT OF THE US ARMY CDEAPOFENGINEERS. H EIMTULSANDSIGNATUHESANDREGISTRATION DESGNA70N OFwgVIDWLSAPPEARONTHESEPROJECTWWMENTSWITHIN THE SCOPEOF THEIR EMPLOYMENTAS REGUREOBY ERPfl LIHFQ. 6 THE I NFORMATON DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES I NDICATED AND CAN ONLY BE CONSIDERED AS MDIG➢NG THE GENERAL CONDITIONS EXISTING AT THAT TIME THESE CDNUTIONSARE SUSIECTTO RAPIOCHANGE DUE TO SHOALING EVENTS. A PRUDENT CAR NER SHODUD NOT RELY EXCLLIOYVELY ON THE INFORMATIONPROVIDEDHERE.REQUIREDBY330FR9 32 ] NAVIGATION AIES LOCATED WITH DSTRICT SURVEY VESSEL, ACCURACY H-3 METERS. BFORTI£MOSTUPTODATEINFORMATIONPLEASECHECKODRWE TEAT WNN.SAW USACE.ARMY MIL 12 13 12 12 10 M ®1:2,000 o aso "lk 500 01 reef X 3,005,290 Y 779,051 Lat 350 50' 36.010" N Long. 750 36'26.546" W X 3,005,330 Y 778,959 Lat 350 50' 35.090" N Long. 750 36' 26.10T' W 6 710 N ae aa12 75'3Ta'W 3 '51'4"N MANTEO CHANNELS REFERENCEsuREACETNS USED FOR ESTIMATED nuprvniY CALCULATI ON s INCLUDE WIPICAL SECTION MANTEO14ABC SET TEMP TIN MANTE014ABC 1OFT TEMP TIN -------- :-;2 '_ _ _ _ _ \\SAwNETAPP9SHARED\NAV URVE IMANTEO\MANTEO_CHANNELS2a161R 14ABCtla_11_CS\OTV r utmm X 3,005,335 3 Y 779,173 k 'I Lat 350 510'37.200" NNE NOT TOSGALL Long. 750 36'25.955"W X 3,005,458 Y 778,913 Lat 35" 50' 34.594" N Long. 75" 36 24.571"W �ea s aQ. I.. J 1111=144He Aids to Navigation 1 Green Light Depth In Feet ,n9 9 g' 9 4 and Shallower 6 710 N ae aa12 75'3Ta'W 3 '51'4"N MANTEO CHANNELS REFERENCEsuREACETNS USED FOR ESTIMATED nuprvniY CALCULATI ON s INCLUDE WIPICAL SECTION MANTEO14ABC SET TEMP TIN MANTE014ABC 1OFT TEMP TIN -------- :-;2 '_ _ _ _ _ \\SAwNETAPP9SHARED\NAV URVE IMANTEO\MANTEO_CHANNELS2a161R 14ABCtla_11_CS\OTV r utmm X 3,005,335 3 Y 779,173 k 'I Lat 350 510'37.200" NNE NOT TOSGALL Long. 750 36'25.955"W X 3,005,458 Y 778,913 Lat 35" 50' 34.594" N Long. 75" 36 24.571"W �ea s aQ. I.. J 1111=144He Aids to Navigation 1 Green Light Depth In Feet a Can 1 Red Light 4 and Shallower 1111111116-4 a Nun ■ Green Daybeacon ll 6 i Green Lighted Buoy Red Daybeacon 8-7 O Danger Sign o X10-8 Red Lighted Buoy D Mileboard � 12 10 S Junction Marker 0 Tide Gage1M 14 - 12 Z a u X15-14 2 Y 15 and Deeper N n- ONavigation Channel ESTIMATED MATERIAL IN DREDGE BOX AS OF 11 OCTOBRER 2016 131,383 CY @ -9FT 18,859 CY @ -1 OFT 1:3 SIDESLOPE �. a inMa e T r 7 ♦ 7�e a US Army Corps of Engineers Wilmington District LINA City z o IN M m o Z a u SOO SO 2 Y IN N n- K IN m a M w � WI Y ❑ BID W ❑ SO 41 W O L W W RU W _ Q SO Of n - SO w U W W m wN m BID x m az w of w U O O SO m O r U n U O 4 W ¢ 0 r BID o m W ❑ Of a a o iL O w U tr zy m Co www man - a Z a N a)6 2 RZZIY X a woo r N° z0 INN H Lw a� (i oww ROE ] < Y 3 ra_ W 75°330"W 75°32'30"W 75°320"W �'h (y AL' _ ♦ a '° , a a MANTEO CHANNELS 12 12 10 12 is to B 10`� n Isle i ne ° '0° ° 12 TYPICAL LECTION is 13 12 10 - - f Oregon Inlet Bar Map w. is 16 16 '° ,4 ° e e Bodie Island', _ "10 10 10 9 10 f`o4 17 to 16 17 is 10 11 12 10 9 9 17 17 17 16 10 ,°16 17 17 is ,e11 12 a °e 10 °° 1 0 17 17 17 17 to 10 18 is 12 7 11 26 °is 17 17 to 17 17 17 is 19 17 sAlea18 19 Is 15 12 a 19 is 19 19 17 Is 12 12 12 11 10 9 9 9„NOTTOGAILE 3 to 16 . is 10 10 17 8is 18 .K „10 WV 10 15 ,e 1112 12 , 14 14 14 14 14 15 14 15 17 11 1 is it 17 k 11 13 12 10 9Is 12 17 11 1is s, 24,° „15 °is _ 1. 9 10 12 Bin 12 11 12 10 11 '2 12 12 '° 10 �9 17 18 17 Oregon -Inlet Spit °a ' 10f 1312 12 '° ° 18 17 2 11 10 hy 8 26 g12 9 � ° 'a ll no 9 1112 12 19 „is 18 is 16 is in 12 s113 is _ e ,° 1, 23 is16 is 17 11 13 1 18 C ho 15 15 15 10 t 11 12 18 18 10 a 11 12 14 13 is 19 12 12 is 10 12 11 is 10 9 is 11 12 „ 12 15 to 13 12 11 12 PROPOSED PLACEMENT SITES �� :IXL_ 11 11 12 Is 11 12 P5 10 10 14 14 10 ,. 2 , ' 12 �� „ 16 �o Tide Gage12 12 in 14 in 13 12 is 12 10 11 w 4ills 17 12 s is 12 12 12 11 6 Is For �4eIs 17 9 A 7 11 11 15 14 17 17 NW Fender e °, 11 13 in in 10 ° „ ,z 12 he14 ° 13 as 10 11 8 8 11 ]atiae �q °10 �° e11 12 12 13 � ���210 13 14 17 16 1 �O8 B 11 13 13 15 16 18 is11 7 is is 11 Is 9 7 is 12 11 10 is ,a 1 14 14 is ca9 7 as10 10 is is -16 _ ° 7 a ° i1 a - 11 11 11 12 12 is is 12 ” 10 H 12 12 15 14 to 15 15 to is in 12 11 11 13 12 12 11 12 17 9 is 10 12 11 13 ,° n s a is d13 „ a p16 ° s Is 12 8 13 " Oregon Inlet West Range 1 711 13 12 10 ° ° M 1 is 12 "13 ` 17 C v 11 10 11 o 7 a 11 11 12 14 11 14 1413 s ,. 1 ,i 12 to 17 1 8 10 11 12 11 is s 12 14 ,11 in 12 12 to 11 12 is 13 17 in 12 12 11 16 1 ill in I ° 1 a 15 1 11 10 16 14 1 z u13 is 11 is z 11 2 n He n 1 0 57 s 11 To 12 1 12 is 1 w is 11 1, 14 11 is 19 ,e "s 11 13 12 °,5 12 13 10 17 15 17 '• 14 s ,° 11 10 ,° to e e �° „ 9 11 12 14 12 14 12 1 13 1D 10 12 11 B B B B 11 1512 is 15 to 10 12 11 13 13 14 is 10 17 is 10 11 12 12 in 'a 15,° '° 10 , 1B'° '° Pea Island �. e e 15 K7 a is 14 11 Il °2'° ' 7 ,e 17 ,° 18 15 %=30234526 le 10 to " 13 'S17 , e v is 15 Is is Y=]56100.0 i 711 13 is 9 a n ,° 15 +5 15 15 s v is Far 35° 46'42 967' IN n �' ' a a " 12 ° e 13 e 10 'S 16 ,a ,< ° 1 - 13 Lost- 75' 32'55 757' W 5 7 10 - e° w14 10 ,e13 'e a s17 2 15 1 v 12 11 B9 10 3 ° a , v` rz a 17 12 is _ .,.4 . 11 its 17 17 10 10 12 11 11 12 is 12 10 lill U 7 11 12 12 12 11 11 12 14 12 10 `rl�lnly ° e to 14 16 13 11 9 13 1116 e „ la° 12 10 A,� il 3024869 a 12 a '° 0 a 'd A v=755469.1 'Y, ,- ,� ,° %=30234118 24 Hat=35°4638.243"N 12 19 1, is is° is 13 9 n s Y=758006 6 Long- 75' 32' 38.839" W _11 ,. 11 is Lat= 35° 46' 42 078" N ' a Long=75°32'56289"W ,. ,z s a g7 10 12 X=30252]65 5 / s 6 35' 46' 867 lar- 35° 46' 34 290" N ng- 75' 32'33 975" W � ° 23 12 13,000 X- 75537 8 fi Noies. V= 75535.7 8 q e 0 100 200 400 600 800 Lat=35°4635354"N .f'fV' x=3025940.4 1wnTEEI(ML°�iWA�jRELATIVETOOTHRE 1903Tp0jTDALEFIFFEN DMEANLowm Low Feei Long= 75° 32' 39 371" W Y=]548239 lai=35°46'29.49]"N 2PROJEcr suxvEVEDwrrH ENSTRICTSURVEEQUIPMENTANO 2NRNZ SOUNDING EQ ENNC RTK cvs NT Ur 9 \ LOIIg=75°32'26120"W ILDEGAGWLPOSIPOAT NORTH WEST FNDE KHZ30lINOINGEOAT RAM P 12" 13 14 14 15 16 /� 1 ¢ 3 MPoZONWLDATUM NPD1983 VERTICALOAILM M LLW is 16 y,' x=3pz5z1s5 a UDE GA GELOCATEDFORTL VGAGEARNRERaOREGONICTEDTIN£rBOATMMP LEGEND 35'46755203 34 USE OETOO VuuES Foftiws GA GEARERt NUDION DIT ITwiLONLY USE STAFF PURPOSES De In Feet FORVEIDALVALUES F RFINAEs. THE QUANTITY CALCULATIONS USE Aids to NaVl ation Pal Lar aS°4e'a6499°N 9 ! Green Light GAGE VALUES FINAL MAPPINGAND D WNTITV RLCILATIONs IF RUN 6P913 DIb Long- 75°32'34702"w AMAIuetEAT T,enueoFsurrvEv. • =aanasnauov,e, 5 THIS PROJECT WAS DESIGNED BY THE WILMINGTON DISTRICT OF THE LLS ARMY a Can Red Light =6 4 CORPSOFENGINEERS THEINTALBAN Sl GNATUPSANDp GISTRATION =7-6 DESIGNATONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN• Nun 8 Green Berr °n THE SCOPE OF THEIR EMPLOYMENT AS RECALREDBY ERIfl0.13152 a 7 Red PROPOSED PLACEMENT E. THEIN FNTITTEONDEPIGTEDONTHI3ANSURVEY ONLY AP RESULTSOF GENERA . Danger Sign ,p_B t MADE ONTHEXISTINUOICATTHME CANONLVBECONSIDEIWUBJECTGTINGTHEGENERAL Green Lighted Buoy O Dangersign -i2-1G / X=30258838 WETOSHOIXNG INGATTHAP➢M W ESECON0.'TIONSARE SI LYE CORAPIDCHANGE �1a 12 Y=7547418 LYJETO SHONJNG EVENTS:APIIlIOEM MAPoNEft SHWWNOT RELY E%CLIISIVELV ONTHE Red Lighted Buoy 0 Mikboa,tl SITE COORDINATES �/ Lat=35°46'28.796"N INFDRMATDNPROVIDED HERE . REDIAREDHY 33 GFR 2PJ.325 : g y TitleG -,6-,4 Long=75°3T 26848"W 7 NAVIGATION AIDS LOCATED WITH USTRICT SURVEY VESSEL, AGCDMCV 1SMELERs. • �e -15 antlpeepe, a J°ncY°n Marlar �l5and e 8 FORTUE MOST uPTODATE INFORMATION PLEASE C,ECKODR WEBSITEAT O Navigation Channel WNWSAWUSACEARMYMIL US Army Corps of Engineers Wilmington District NOWTH -CA . LINA A x ❑ m z CL CL O O ❑ Y w � Q ❑ d' ar Z U w It 2 a O w O U 2 Y w w ❑ Z > 2It w ❑ m ❑ Y ❑ w ¢ Z O w w W❑ w US US W F- Z LL w U LL Q �I D ad O a 4 � W w U as aa aa Dr W W w It m m r U aa w x z O d CD m O w N w m ry F - U o O M w od I '. od F od w O sid ❑A BB w L7 so❑ n a old a old Q as as } r LU y CLW 6 J Cl) K I° O N W o () WzT 111 y.I� _wwo= as a Data` Co wCZO 2K01- Ocow p y°a O 0O _ From: Landers. Kevin P COL SAW To: Keistler, Robert W SAW; Brown. Daniel S SAW Subject: Fw: [EXTERNAL] Expedited Request for Wanchese Harbor Date: Friday, October 14, 2016 4:43:50 PM Sent from my BlackBerry 10 smartphone on the Verizon Wireless 4G LTE network. From: Broughton, Jimmy <jimmy.broughton@nc.gov> Sent: Friday, October 14, 2016 4:04 PM To: Landers, Kevin P COL SAW Cc: Stith, Thomas A; Vandervaart, Donald; Johnson, Virginia H; Bailey, Alexandra C SAW; Prentiss, Patricia L SAW; Brown, Daniel S SAW; Bullock, Roger D SAW; Sinclair, Daniel A SAW; Nelson, Joseph; Toskey, Katie; Evans, John; Johnston, Jonathan J LTC SAW Subject: [EXTERNAL] Expedited Request for Wanchese Harbor Dear Colonel Landers: We are requesting expedited emergency dredging to address severe shoaling that has occurred at the east end of the Wanchese Access Channel connecting to the Roanoke Sound Channel as a result of Hurricane Matthew. The storm related shoaling is severely impacting the ingress and egress of commercial fishing vessels and boat builders. The inability to travel from Wanchese to Oregon Inlet is preventing numerous residents and business owners in the community from collecting paychecks this week. These fishing vessels and boat builders have a significant impact on the economy of the Dare and Hyde County region. Additionally, the USCG Sector North Carolina operates an Aid to Navigation Team (ANT) out of the Wanchese Harbor and the shoaling is inhibiting its ability to deploy and repair channel marker and buoys which are essential to safe navigation. Please let me know if we can provide any additional information in support of this request. Many thanks for your prompt attention. Jimmy Broughton (202-210-3822) Jimmy Broughton Deputy Chief of Staff Office of Governor Pat McCrory Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third Tongress of tite United States Washington, BIT 20515 October 14, 2016 Colonel Kevin P. Landers, Sr. District Commander Wilmington District, U.S. Army Corps of Engineers 69 Darlington Ave. Wilmington, NC 28403 Dear Colonel Landers, We write to request immediate assistance for Wanchese Harbor in Dare County, North Carolina that is experiencing excessive shoaling due to Hurricane Matthew. This impact has prevented fishing vessels from entering or leaving the harbor. The Army Corps of Engineers' South Atlantic Division, in concert with the Corps' Wilmington District Office, has initiated their emergency situation procedures in order to resolve the issue and begin emergency dredging for the harbor. It is critical that the Army Corps of Engineers begins dredging immediately. The livelihood of the harbor and the surrounding areas depend on safe and passable waterways. Additionally, the fishing industry in North Carolina is at a total standstill because of the inaccessibility to Wanchese Harbor. Again, we ask for immediate approval for the Corps to begin this necessary dredging. .S. Senator Richard Burr 16. bt��� U.S. Congressman Walter B. Jones Sincerely, PRINTED ON RECYCLED PAPER U.S. Senator Thom Tillis MEMORANDUM OF AGREEMENT BETWEEN NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT AND U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT FOR EMERGENCY DREDGING AND DISPOSAL, FEDERAL NAVIGATION PROJECTS 1. $)$POSE, This Memorandum of Agreement (MOA) between the State of Nor-th Carolina, Department of Natural Resources and Community Development, and the U.S. Army Corps of Engineers, Wilmington District, will allow the Wilmington District to perform emergency dredging that meets identified criteria within the coastal zone of the State. The M3A will allow the State to expedite its review of a project that meets the criteria so as to allow the District to perform the emergenq- work with State approval. 2. APPL•TC RIL.ITY. This procedure is applicable to any authorized Federal navigation project that has an individual Section 401 (P.L. 95-217) water quality certificate or that can meet the requirements of any general water quality certificate issued by the North Carolina Division of Environmental Management. 3. CRITERIA. The emergency procedure will be implemented in those eases where a rapid response is required because of unpredictable shoals forming in an authorized Federal navigation channel. The channel must be one in which commercial tonnage is moved. No recreational. projects will be considered except those where the U.S. Coast Guard ,contemplates_` closure of a channel to all navigation because of critical -shoaling. The Corps of Engineers' decision to declare an emergency shall be made based on the following evaluation: a. the District has received complaints from users; b. the basis of the emergency which is defined as follows: a situation which would result in an unacceptable hazard to life or navigation, a significant loss of property, or an immediate and unfor- seen significant economic hardship if corrective action is not taken within a time period less than the normal time needed under standard procedures; c. a District survey shows that the authorized navigation channel has shoaled as a result of a recent and unexpected event, and normal maintenance dredging is not scheduled within the next 3 months; 1 d. the length of time the channel has been at the controlling depth shorn by the most recent survey available; e. the quantity of material that needs to be dredged to resolve the emergency; f. the proposed disposal area; g. the reason(s) why normal dredging/disposal coordination and contracting procedures are inadequate; b. the administrative and contractual requirements that have to be met before the work can proceed; and i. the alternative(s) to declaring an emergency. Based on the above evaluation, a determination will be made by the District Engineer that circumstances surrounding an authorized project require emergency action. The District Engineer will be responsible for requesting approval of the emergency action from the Division Engineer (33 CFR 209.145(f)(4)). 4. DISPOSAL METHODS. Dredged material disposal in emergency situations Will be in�aceordance with an individual water quality certification or a general water quality certification. Disposal under general water quality certificate No. 1332 dated 18 June 1979 for sidecasting or other dredging with open water disposal adjacent to the channel will be considered: a. only if an upland disposal area is not available or within reasonable distance; or'. - b. an upland area is available but a pipeline dredge oaanor, be obtained within a reasonable time because of availability, distanoe from the emergency site, or time required for contractual procedures. 5. PROCEDURES. The District staff will be responsible for informing the point of contact or the designated alternate in the Division of Coastal` Management (via telephone) that the necessary approval has been received from the Division Engineer for work to proceed under emergency authority. The District staff Will also be responsible for notifying and coordinating with Federal agencies. The North Carolina Division of Coastal Management will be responsible for designating a single point of oontact for 000rdination of emergency actions with the Distriot and State agencies and the establishment of a single State position on each project. 2 Once an emergency action has been declared by the Corps of Engineers, the Division of Coastal Management will be responsible for 000rdinating State review (via telephone), resolving aEy conflicts, and obtaining a State position. A formal consistency determination under Section 307 (c) (1) and (2) of the Coastal Zone Management Act Will be Waived. All emergency work will be conducted in a manner consistent to the maximum extent practicable with policies and guidelines of the North Carolina Coastal Management Program for dredging and dredged material disposal. Waiver of the consistency determination will not relieve the District of obtaining or complying with other applicable State or Federal environmental permits or approvals. On receipt of State verbal approval (via telephone) from the Division of Coastal Management, the District will issue a public notice required by 33 CFR 209.145(8), Section 404(a) of P.L. 95-217, and 33 CFR 209.145 (f)(4). State verbal"approval will be confirmed in writing to the District. The emergency work Will be performed concurrently with the issuance of the public notice. 6. State agencies to be contacted by the Division of Coastal Management are: a. North Carolina Department of Natural Resources and Community Development -Division of Marine Fisheries -Division of Environmental Management - -Office of -Environmental Planning and Assessment — -- --- -Division of Land Resources b. North Carolina Department of Cultural Resources Division of Archives and History c. "North Carolina Wildlife Resources Commission d. North Carolina Department of Administration -State Property Offioe e. North Carolina Department of Human Resources -Shellfish Sanitation Branch -Health -Services Section 3 Federal agencies to be contacted by the District; a. U.S. Environmental Protection Agency, Region IV, Environmental .Impact Assessment Branch, NEPA review staff b. U.S. Fish and Wildlife Service, Raleigh Field Office, Division of Ecological Services and Asheville Endangered Species Field Office C. National Marine Fisheries Service, Habitat Conservation Division, Beaufort, N. C. ate Date Secretary, N. C. Department of Natural Resources and Community Development District Engineer, Wilmington Di riot 4 Tuesday April 26, 1988 F"-- ** . s _! lefense Corps of . Department of Army I 33 CFR Parts 209, 335, 336, 337, and 333 Discharge of Dredged Material Into Waters of the U.S. or Ocean Waters! Operation and Maintenance; Final Rule �»,a®rel Ttpeiatei I Voi No. 80 / Tuesday, April 26, 1980 / and Regulations 1491 {U) "the pcup>usela actlen 5:orwr>i r tie findings are made Should be described. (c) .A, coordina_ion section should be pm,videdThe. Cooraination section should reference the pi'blic notice number and date The tetters of commenand app cprl to resp n sus should he su nmar_zed 4ny coord r ati .a;, ttsndarta en O?' to al or state ag hales sh3u d also be discussed, id) An Fnvirormaiental effects and impacts se-.'JcT,. should be used to docurT ern ronmli nce with the 'appllcar:..le laws, This sectios i.culdk _cA-,ae the views and/or conditions of ?he u'a_i , concerning water quali° Cerl`liC' .or: and, is required, the result cf t,1.F: coastal zone cons.Ftency process. (e) dut r r Lati -rs Se:;tion s ,aid reference tli- ?tl's of EA amillor E ,aid any nJ, `,o:,E n ar',Y tb t?Aeet t?';L 3tat S 3d._^�'�%' q..allt�' standards or coastal zone -management program. AprropI 2ge ccmd,tier-E or modifications should be Included in Ube protect specifications This section should also contain a sii� se -tion ora consideration of alternatives and culmutatiY e impacts. (f) A section or, the district engineer s f#indiiigs and conclusions concerning the proposed project should be included. (g) The SOF should be dated and signed by the district engineer or his designee except in those cases requiring referral to higher authority. (h) In accordance with the provisions of section 104(g) of the ODA, the district engineer will forward a copy of the SOF to the District Commander, U.S. Coast Chard, if the activity involves the ocean disposal of dredged material. (i) The Findings of IVo Significant Impact or ROD, as appropriate, required by 33 CFR fart 230.inay be incorporated into the SOF, as appropriate. §337.7 iwasaexoe Qactions. After obtaining approval from the division engineer, the district engineer will respond to emergency situations on an expedited basis, complying with the procedures of this regulation to the maximum degree practicable. The district engineer will issue a public notice describing the emergency in accordance with § 337.1, if such a notice is practicable in view of the .emergency Situation, such a public notice should be forsr.Tarded to all appropriate Federal and State a8encies. Me district engineer should prepare a section 404(b)(1) evaluation report and, as necessary, an e-rivirorurental assessment, if this is Practicable in view of the emergency _.:situation. If comments are received from the, public notice which, in the judgment cif the district engineer, reveal the i;vGeessity of modifying the emergency take appropriate measures tf< mOdifY zhe emergency operation to reduce, avoid, er mininize adverse environmental impacts. If the district engineer, alter rrs. etvi^.o coni me its from the public notice, detern s that &,e emaroeilcy actiora would c onst:i ee a major Federal action Signincan l' affect nG the quality Of the l u?na environrnep _, he Sh. 1td, after consultatio- wit' S the divisicn engineer, coordLa ie i ilh, the Cold —s l On Er"Zrir runental Qaa'iTl, about a"tern .aVki arrangements i0.. C0111phance Tn ,th the 1 EDtl in azcordpnrce w On 40 CF 1506.,1 ii-, the ex i a i -that it is practicable in view of the emergency SIr_uat,,l._.. Dist icl engi:tcars should consul:with the appropriate state officials to seek water qualitT certification or VL -lay o� certlf c-aFion. and should ceri ay'3that the Federal action is corlsistent tc ti, -na v ^till extent p,_acticatne wit _- ar approved coastal zone rnanagement plan for emerLe* . activities, to the extent that. is practicable in v;' Pew of the eineroency. 3 337.8 Report` to i9igher echelons. (a) Certcln aoth4t;es J£?vL'iT. h?g the discharge o-Fdredged or rill material require action by the division.eng<neer or Chief of Engineers, Such reports should be prepared in the format described in paragraph (b) of this section. Reports may be necessary in the following situations: (1) When there is substantial doubt as to the authority, law, regulations, or policies applicable to the Federal project; (2) When higher authority requests the case be forwarded for decision; (3) When the state does not concur in a coastal zone consistency determination or attempts to concur with conditions or controls; (4) When the state denies or unreasonably delays a water ,utility certification or issues the certification with conditions or controls not related to maintenance or enforcement of state water quality standards or significantly exceeding the Federal standard; (5) When the regional administrator has advised the district engineer, pursuant to section 404(c) of the CW A, of his intent to prohibit o- restrict the use of a Specified discharge site; or notifies the district engineer that the discharge Of dredged material in ocean waters or territorial seas T✓"rill clot comply with the criteria and restrictions on the use of the Bite; established under the ODA; and the district engineer determines that the proposed disposal cannot be reasonably modified to alleviate the regional administrator's objections, and Col Winen the state fails to � ant water quality, certification or a cer:.f-cation or concurrence or waiver of coastal zone consistency for emergency acti011S. (b.) Reports. The report of the distric' engineer on a project requiring action b;, higher authority -should be in letter Torrin and contain the folio-inc nfor?riatifin: (1) Justification ShDwing the economic need for dredging. f?r The impact on states oatside the projef : area if the project is not dredged. M3 The estimated cast of agency reC:sireynents `o_,'hick exceed those necessary in estahlishme of the Federal standard. (4) The relative urgenci of dredging based on threat to na.ionm` security, life of Groper (5) Any other facts which will aid in determining wh Hier to further defer the dredging and seek Congressional approiriations for the added expense or the need to exercise the ac`lrority of the Secretary of the Array to maintain nr:vlgation as pmvi 6 by sections 51i(a) and 4G4(t) of the f .� 1A if the disagreement concerns water quality certification or other state permits. (6) If the disagreement concerns coastal zone consistency, the district engineer wile follow the reporting requirement of this section and § 336.1(b)(9), of this chapter. § 337.$ identification and use° of diaposai areas. (a) District engineers should identify and develop dredged material disposal management strategies that satisfy the long-term (greater than 14 years) needs for Corps projects. Full consideration should be given to all practicable alternatives including upland, open water, beach nourishment, within banks disposal, ocean disposal, etc. Within existing policy, district engineers should also explore beneficial uses of dredged material, such as marsh establishment and dewatering techniques, in order to extend the useful life of existing disposal areas. Requests for water. quality certification and/or coastal zone consistency concurrence for projects with identified long-term disposal sites should include the length of time for which the certification and.i or consistency concurrence is sought. The section 404(b)(1) evaluation_ and environmental assessment or environmental impact statement Should also address long-term maintenance dredging and disposal. District engineers should use the guidance at 40 CFR 230.80 to shorten environmental compliance processing time. The Corps of Engineers will be responsible for