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HomeMy WebLinkAbout20110905 Ver 1_Corps of Engineer Correspondence_20150827REPLY TO ATTENnON OF DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403 -1343 August 27, 2015 Regulatory Division Action ID No. SAW - 2005 -00748 United States Coast Guard Civil Engineering Unit, Cleveland CDR J.H. Lang, Commanding Officer 1240 E 9''' Street, Room 2179 Cleveland, Ohio 44199 -2060 ' Dear Mr. Lang: CIA 0 , SEp D 2015 A—f�'f • i v�TFa o,„ -- Reference the Department of the Army (DA) permit issued on February 3, 2012, for impacts to navigable waters of the U.S. associated with maintenance dredging activities within navigable waters abutting the Morehead City Channel, in Atlantic Beach, at Fort Macon, in Carteret County, North Carolina. The original authorization allowed for the removal of approximately 2.2 acres (8, 732 cubic yards) of material within a 19 -acre project area on an as needed basis. By request dated May 26, 2015, you are requesting to remove an additional amount of material totaling approximately 1, 470 cubic yards of material which has accumulated within the project area, and `high spots' of material which were missed in the initial dredging activity. The proposed dredging will involve mechanical dredging and the US Coast Guard anticipates dewatering the dredged material from a barge located within the proposed dredge area. The dredge area will be surrounded by a weighted turbidity curtain which will remain in -place during and for a period of time following the dredging activities. The material will then be loaded into trucks and transported to an approved, licensed disposal facility (we anticipate disposing of the material at the Sampson County Landfill). The proposed maintenance dredging will be completed outside of the February 1 to July 31 anadromous fish moratorium. I have determined that the proposed project modifications described above are not contrary to the public interest and consistent with the 404 (B)(1) and therefore, the DA permit is hereby modified as requested. The expiration date of December 31, 2022 remains unchanged. All other original conditions in the February 3, 2012 permit remain valid and are enforceable with this modification. 1 -2- i. This modificationipproval will'be utilized for future 'compliance 'of the-project. If you- have' questions;_please contact Ms. Liz Hair -of the Wilmington Regulatory Field'Office; at Telephone (9110)'251-4049- Sincerely, Kevin P. Landers' ` Colonel,,U. S: Army District :Commander ; ;. Enclosure's Copy Furnished�(with enclosures): Jennifer 'Jones ;,AECOIVI 701 Coiporate� Center Drive, Suite x4'75 Raleigh; North, Caiolina ,:27607 _- ;: BOSN3'Mr: 'Scott McAloon Unit4States'Co9t Guard `..° Secior.North`Carolina Waterways Management 23 61 `�k ff b' A, Md' con Road Atlantic Beach- North Carolina:' 28512 Mr Todd B'owers;,.US,EPA * ,.— Region' 4 Life "-Scientist; Water - Protection Division': _ 61 Fors yth' Street; SW-' :va Atlanta, Georg ia,-30 303; Mr. boug Huggett' '`'.. Motehead'City_ Regional 'Office ' North Caroli" a-)ivision ,'of Coastal Management 400 Commerce Avenue-',,,', Morehead) City;�No-rth.Carolina 28557 _ { = Mr. Pace Wilber National Marine Fisheries Service I 219 Fort Johnson Road Charleston, South Carolina 29412 Mr. Fritz Rohde National Marine Fisheries Service Pivers Island Beaufort, North Carolina 28516 Mr. Pete Benjamin, US Fish and Wildlife Service Raleigh ES Field Office Post Office Box 33726 Raleigh, North Carolina 27636 , Ms. Karen Higgins Division of Water Resources North Carolina Department of Environment and Natural Resources 1650 Mail Service Center Raleigh, North Carolina 27699 Ms. Joanne Steenhuis, NCDWR (electronic copy) . 1 -3- Mr. Pace Wilber National Marine Fisheries Service I 219 Fort Johnson Road Charleston, South Carolina 29412 Mr. Fritz Rohde National Marine Fisheries Service Pivers Island Beaufort, North Carolina 28516 Mr. Pete Benjamin, US Fish and Wildlife Service Raleigh ES Field Office Post Office Box 33726 Raleigh, North Carolina 27636 , Ms. Karen Higgins Division of Water Resources North Carolina Department of Environment and Natural Resources 1650 Mail Service Center Raleigh, North Carolina 27699 Ms. Joanne Steenhuis, NCDWR (electronic copy) SPECIAL CONDITIONS, PERMIT SAW 2005 -00748 (revised 6/30/05) Work Limits a) All work authorized by this permit must be performed in strict compliance with the attached plans, which are a part of this permit. Any modification to these plans must be approved by the US Army Corps of Engineers ( USACE) prior to implementation. b) Except as authorized by this permit or any USACE approved modification to this permit, no excavation,, fill or mechanized land - clearing activities shall take place at any time in the construction or maintenance of this project, within waters or wetlands. This permit does not authorize ,'temporary placement or double handling of excavated or fill material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities connected with this project. c) Except as specified in the plans attached to this permit, no excavation, fill or mechanized land-el earing-activities.shall.take place at any time in the construction or maintenance of this project, in such a manner as to impair normal flows and circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands. Related Laws d) All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters and wetlands,from fuel's, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the N.C. Division of Water Quality at (919) 733 -5083, Ext. 526 or (800) 662 -7956 and provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act will be followed. Project Maintenance e) The permittee shall advise the Corps in writing prior to beginning the work authorized by this permit and again upon completion of the work authorized by this permit. f) Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall be generated ffom,an upland source and will be clean and free of any pollutants except in trace quantities. Metal products, organic materials (including debris from land clearing activities), or unsightly debris will not be used. g) The permittee shall require its contractors and /or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance,of this'project with a copy of this permit. A copy of this permit, including -.all conditions, shall be available at the project site during construction and maintenance of this project h) The permittee shall employ all sedimentation. -and erosion control measures necessary to prevent,an increase in sedimentation, or turbidity within waters and wetlands outside the-Termit area: This shall include, but is not limited to, the immediate installation of silt fencing or similar, appropriate devices around all areas subject to soil disturbance or the movement'of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). i) The permittee, upon-receipt of a notice of revocation of this permit or upon its expiration before completion of the work will, without expense to the United States and in such time and manner as the Secretary of the Army or his authorized representative may direct, restore the water or wetland to its pre - project condition. Enforcement j) Violations of these conditions or violations of Section 404 of the Clean Water Act or Section 10 of the Rivers and Harbors Act must be reported in' writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation. Section 10 k) The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of the work will, without expense to the United States and in such time and manner as the Secretary of the Army or his authorized representative may direct, restore the waterway to its former conditions. If the permittee fails to comply with this direction ;the "Secretary or his representative may restore the waterway, by contract or otherwise, and.recover the cost from the permittee. 1) The authorized structure and associated activity must not interfere with the public's right to free navigation on all navigable waters of the United States. No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work for reason other than safety. rn) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal, relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910 -3282 at least two weeks prior to beginning work and upon completion of work. n) The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office at (910) 712 -2191. Special Conditions o) For the protection of anadromous fish, Atlantic sturgeon, and the West Indian manatee, the permittee will not conduct in -water work from February 1 through July 31 of any year. This exclusion incorporates all moratoriums on construction activities established by the commenting state and Federal regulatory agencies to minimize biological and environmental impacts. p) The permittee will employ the enclosed USFWS' "GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE- Precautionary Measures for Construction Activities in North Carolina Waters" during the field activities portion of the project to avoid impacts to this protected species. q) Prior to commencing the dredging activities authorized by this permit the Permittee shall install floating turbidity barriers with weighted skirts that extend to within one foot of the bottom around, all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained until the authorized work has been completed and all erodible materials have been stabilized. r) The permittee will ensure that all water collected from the dewatering system will have a turbidity value less than 25 NTU before being discharged to the boat basin. In the event this threshold is exceeded, all operations must cease and the appropriate measures taken to restore conditions to within acceptable water quality standards. SAW 2005 -00748 United States Department of the Interior o FISH AND WILDLIFE SERVICE Raleigh Field Office Post Office Box 33726 �.1AVIA a y °'� Raleigh, North Carolina 27636 -3726 GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE Precautionary Measures for Construction Activities in North Carolina Waters The West Indian manatee (Trichechus manatus), also,known as the Florida manatee, is a Federally - listed endangered aquatic mammal protected under the Endangered Species Act of 1973, as amended (16 U.S.C. 1531 et seq.) and the Marine Mammal Protection Act of 1972, as amended (16 U.S.0 1461 et seq.). The manatee is also listed as endangered under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead Federal agency responsible for the protection and recovery of the West Indian manatee under the provisions of the Endangered Species Act. Adult manatees average 10 feet long and weigh about 2,200 pounds, although some individuals have been recorded at lengths greater than 13 feet and weighing as much as 3,500 pounds. Manatees are commonly found in fresh, brackish, or marine water habitats, including shallow coastal bays, lagoons, estuaries, and inland rivers of varying salinity extremes. Manatees spend much of their time underwater or partly submerged, making them difficult to detect even in shallow water. While the manatee's principal stronghold in the United States is Florida, the species is .considered a seasonal inhabitant of North Carolina with most occurrences reported from June through October. To protect manatees in North Carolina, the Service's 'Raleigh Field Office has prepared precautionary measures for general construction activities in waters used by the species. Implementation of these measure will allow in -water projects which do not require blastinq to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines as conservation measures in a Biological Assessment or Biological Evaluation, or as part of the determination of impacts on the manatee in an environmental document prepared pursuant to the National Environmental Policy Act, will expedite the Service's review of the document for the fulfillment of requirements under Section 7 of the Endangered Species Act. These measures include: 1. The project manager and /or contractor will inform all personnel associated with the project that manatees may be present In the project area, and the need to avoid any harm to these endangered mammals. The project manager will ensure that all construction personnel know the general appearance of the species and their habit of moving about completely or partially submerged In shallow water. All- construction personnel will be informed that they are responsible for observing water - related activities for the presence of manatees. 2. The project manager and /or the contractor will advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act and the Endangered Species Act. 3. If a manatee is seen within 100 yards of the active construction and/or dredging operation or vessel movement, all appropriate precautions will be implemented to ensure protection of the manatee. These precautions will include the immediate shutdown of moving equipment if a manatee comes within 50 feet of the operational area of the equipment. Activities will not resume until the manatee has departed the project area on its own volition (i.e., it may not be herded or harassed from the area). 4. Any collision with and /or injury to a manatee will be reported immediately. The report must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife Resources Commission (ph. 252.448.1546). 5. A sign will be posted in all vessels associated with the project where it is clearly visible to the vessel operator. The sign should state: CAUTION: The endangered manatee may occur in these waters during the warmer months, primarily from June through October. Idle speed is required if operating this vessel in shallow water during these months. All equipment must be shut down if a manatee comes within 50 feet of the vessel or operating equipment. A collision with and /or injury to the manatee must be reported immediately to the U.S. Fish and Wildlife Service (919 -856 -4520 ext. 16), the National Marine Fisheries Service (252.728.8762), and the North Carolina Wildlife Resources Commission (252.448.1546). 6. The contractor will maintain a log detailing sightings, collisions, and /or injuries to manatees during project activities. Upon completion of the action, the project manager will prepare a report which summarizes all information on manatees encountered and submit the report to the Service's Raleigh Field Office. 7. All vessels associated with the construction project will operate at "no wake /idle" speeds at all times while in water where the draft of the vessel provides less than a four foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. 8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of material in which manatees cannot become entangled; (b) secured in a manner that they cannot break free and entangle manatees; and, (c) regularly monitored to ensure that manatees have not become entangled. Barriers will be placed in a manner to allow manatees entry to or exit from essential habitat. Prepared by (rev. 0612003): U.S. Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636 -3726 919/856 -4520 Figure 1. The whole body of the West Indian manatee may be visible in clear water; but in the dark and muddy waters of coastal North Carolina, one normally sees only a small part of the head when the manatee raises its nose to breathe. �7a Illustration used with the permission of the North Carolina State Museum of Natural Sciences. Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I. A re- evaluation of the mammals, Occasional Papers of the North Carolina Biological Survey 1987- 3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52. V J jpjlJ rl � Y rrl � I '1 if 1b / a a URN& r• u '1 jrl1l !iJ 1 dPa � �PF I u $ �l J M � 9 G ! t 1 tl t it JJ !J j� 1111 jl !! Jl f i t J U It ill ���ii�? °a�g! �SR� / "y. �i •7'l;y���X�< Fr j +iJjllJlll�l,� C. rl rill lf ! 1 C lttllr7flr t! 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SIR PPT PARKING 2 GW pOA0 /- - � -� SCALE AS SHOWN PIOi SCALE I I DUIGIS NO LEGEND � ­-34­322 RKSHE E FIRE ALARM LINE O POWER POLL 7263 Z -�� / DREDGE SMALL BOAT BASIN — TELEPHONE CABLE 4 POTABLE WATER CONNECTION ®— �• \� ����`_. J / CG SECTOR FORT ARAGON ELE CTRICAL LINE K FIRE HYDRAN ATLAM BEACH NC T 1. �� f.�• A A CIVIL — „ — FUEL OIL LINE . c6rcH BASIN — w POTABLE WATER LINE D MANHOLE - STORM SEWER DRAWING INDEX '�-., �I��,y. ° ° °O IDl_, SITE PLAN —,. TIRE WATER LINE a SEIVER CONNECTION STATION SHEET TITLE �`/ %_� \ T �_ REVIEWED BY REVIEWED BY REVIEWED BY STORM SEWER LINE . MANHOLE - SANITARY SITE PLAN /r ���� ! ` PRMUCT END BanN�c cF TECH oRECTOR _ C -D1 SITE PUN SCALE 1 60� -0� C 0 HYDROGRAPHIC SURVEY _ SANITARY SEVER LINE CUT OFF VALVE C -D] DREDGE PLAN �' P R CARROLL, CDR ,., ELECTRICAL TRANSFORMER a ELECTRICAL CONNECTION STATOR C -04 DREDGE CROSS SECTIONS Q1'j ® J SECTOR Fr wCONI APPROVING OFPCER GATE C- DREDGE CROSS SECTIONS C J / ATLNBIC BFALH_ NC PROJECT NUMBER DRAWING NUMBER v U.ECRWGL PANEL m TELEPHONE LOCATION DISPOSAL SITE MAP 5224870 8283 —D ♦ LIGHT POLE o MANHOLE- TELEPHONE Nor TO SCALE 06CIRINVSHI _ - _— 2 NO I I .. ..____— —3 .._ I _ _ _ _ _ _ _ _ _ 1 C -01 ISHEET 1 11 5 3 4 USCG CEU 149077' S 01 43'42- E '.� LIP n CLEVELAND, OHIO (216) 902 -52M IM �4\ _. ASPHALTri� 1 �r -D I T � CONSULTANTS UjI iNRT�- _ w M i_ A=COM GRAVEL PARKING • p NrAL / —1 uETER 1075 Kepler DrIve 0 PARKING/ BUILDING ¢, 1 - ! NSI TDRAG �A RACK LL \} • • ASPHALT PARKING • Green Bay, WI 54711 TEN R STORAGE I�OU2VeAIL \ r LOT �r­E1 EL �� a UI C Out . A NPURPOSE BLDG/ UPH I 4 \\ // U. S COAST GUARD OGUE R °"" p'p .11� /L CIVIL ENGINEERING UNIT OUND '7 •� CLEVELAND • 4R N � Il // f B ` LRAVEL/M.NE PAMUCO ROADS AND PARKING ! NEW SOUNp • F BEAN USCG CEU CLEVELAND b 1740 EAST ATM STREET .O CLEVELAND OH 44199 -2060 • o Q ISSUE \ uOREHEAOFLT / \ CR1' AM NEA L WRO RATE I OESCRIP1gN / \ ATLANTIC BEACH SECTOR NC ® I Al PROJECT NO 6034033A I ,ulzlpl �,i VICINITY MAP MD FlLE NAME C7B52COI \ NOT TO SCALE DESI:NEO BY WC pFyS / / � URAwN to L \ �(pM EOIIEO CHECKED WC BY SIR SCALE AS SHOWN PLOT SCALE 1 1 _AJ,� elyd/ f "\ SHEET TOLE X260®3 " Z - -0-��„� ¢ / / '',, - DREDGE SMALL BOAT BASIN ,1 I /) CG SECTOR FORT MACON _ JZL`r/�jl r �ATLANTC BEACH NC YMpSON FDF L C3 774434roRNSEBAT A CIVIL SITE PLAN DRAWING INDEX A. �P..119 -us �. M• REVIEWED BT RE`AEWED BY RENEwEO BY SITE PLAN SHEET nrF D c wARO a NCH CHI c s PLAL TU C -01 SITE PLAN 1 PROJECT ENG BRANCH CHIEF H OWECTOR /1 \�avit � SCALE t' 60' -0" c -01 HYDROGRMHIC SURVEY / \ 1 C -OS DREDGE PLAN �qp r ® P R PCARRGOLL [DR ( RATE C -Oa DREDGE CROSS 9ECpDIK ®� /J \-/ 0 SECTOR R MALON M C-05 DREDGE CROSS SECTIONS / —C —1H. NC PNG_ HUMHUf UxAwWG NOUBEH DISPOSAL SITE MAP 5224870 8283 —D NOT TO SCALE 05CIYLINVSNI xU 3 I 4 C -01 (SHEET 1 OF $ i 9Y, /If2 I ROCKER R&CE 1 Lam_ • NW, m e ENGINEERING I BOSSING KP €4Q [1 C • � 1 CONCRETE �• Ra 6 REAL PROPERTY PIF �� FACILITY NAME SHEE BD HEAD — RPFN FACILITY NAPE W1 MAGAZINE TFI FLAGPOLE 21 031 PICNIC PAVA -I BOATHOLSE TF2 TSI FUOPOLE AT DOCK SS TOWER WIF 0%, ON ANNT TO I WLON BLDG BOAT CANOPY TSJ uc�l STATON TOWER HF GRWND PLANE F WHIP OD y %CHANCE BLDG TELEPHONE SERVICE OEI dI EDKx/DENTA BLDG ENCINEERANG BLDG U01 UDR 000 ML PflOPANE 500 GAL PROPANE I 013 STORAGE BLDG BBOAi HALL OUT FACKJ TY LET UE2 ELECTRIGL SERVICE ELLC i0 SHORE TIES D4 05 AL STORAGE a— Y uR STATI(IN -4WH UE L3 1000 ML HEAT OIL TANK 500 C!L GAS -BOATS 01 08 018 EL`C SANIMGL SHED SANITARY LJR STATON -WEST HUT UO2 UO3 1000 NESEL FOR GENERATOR 1000 DA OYI .1 Out Yd11PMENT LA OH IF BID&I OFF R WCON BLDG UUI UWI SEWAGE SETMCE -TNN ! GRAIN FIELD SERVICE-90K & WATER SERVCE 002 ORI W RRAA OFFICE CKEIw.i BUX1%NC U %I UZI wo NATO STSIEM 500 ALL WASTE OIL -AMTS B .1 OUI RD T SHOP PAWN US ORA R1 ET2 ELECTRIC SHORE TIE AT SUI ELECTRIC SHORE TIE AT SUI SS' OU4 OUS VESSEL DE UTUI BLDG DOCK SIDE UT%JTT BLOC R] 9 ELECTRIC SHORE TIE AT SUI 4) ELECTRIC SHORE TIE I OF 5 AT SNI (FAST) OI16 OV1 GUARD SHACK STORAGE - WILD ET5 E6 ELECTRIC SHORE TIE 2 OF 5 AT SNI (EAST) ELECTRIC SHORE TIE 3 OF 5 AT SNI (EAST) OV2 OVJ LOG HA2Wi OG, ENd1 BLDG COMP AR SHED ETZ ELECTRIC SHORE TIE 4 OF 5 AT SNI EAST M4 M6 WPa HMU OIL BUDD STORAGE HANLDUT BLDG COMP SHED ET6 RB ELECTRIC SHORE FE 5 OF 2 AT SNI EAST ELECTRIC SHORE RE AT SS2 OVZ M6 -E ATOM S STORAGE STATION -EAST ATON ET11 ET 12 ELECTRIC SHORE TIE AT 553 ELECTRIC SHORE TIE AT SS4 ATO BLOC B1DC ET12 ELECTRIC SHORE TIE AL SNI (WEST) ON OK 0G HUT LARGE HAZWT AT ELM FS1 F53 FENDER AT RMRNC DOCK SS2 FENDER AT FLOATING DOCK SS3 0 12 0 %3 SMAL HAiWT AT EW HAZWT AT VESSEL STORAGE TS] F54 FENDER AT FLOATING DOCK SS4 fENOER M SPI 0 %A HAZWT 1 AT WATERFRONT FENDER AT SNI (FAST SIDE) 0 %3 0 %6 HAZWT 3 AT WATERFRONT NAZWT AT W IHE `S5 56 S7 FS7 FENDER AT SUI FENDER AT 5N1 (WEST SIDE) AD LAND MAN GENERATOR STORY WRIER RRENTION SE1 S EROSION CONTROL (RIPRAP) WATERFRONT WNARF 481 FI Y12 FENCE - PERIMETER 6' CHAIN LINK GROIN FENCE SARI SNI WOOD GROIK POE BULKHEAD , YFDI GROIN FENCE MARINE NEL DISP- DIESEL SPI SHEET ER -700 CONCRETE YAR NE NEL DISP -CAS SP2 SP3 WHARF TRESTLE (CONCRETE) PIER -300' CONCRETE YRGI1 YZI GONG REVETMENT GANGWAY 1 501 S02 WOOD DOCK ((WEST EDGE OF BOAT BASIN) TIMBER FlNCEP PIER UZ2 MZ3 GANGWAY 2 GANGWAY 3 SRI SS2 BOAT RAMP FLOATING DOCK 1 HT HT BUM Sro"' YMD TENNIS COURT S53 554 FLOATING DOCK 2 FLOATING DOCK 3 PI; 1 ROADS PARKING SUI BOAT HAULOUT PIER LEGEND — n — FIRE ALARM LINE O POWER POLE — r — TELEPHONE CABLE w POTABLE WATER CONNECTON — r — ELECTRIOAL LINE ( FIRE HYDRANT �- A — n — NEL dL LINE • LATCH BRAIN — n — POTABLE WATER LINE 0 MANHOLE - STORY SEWER — FIRE WATER LINE a SEWER CONNECTION STATION — n — STORM SEWER LINE • MANHOLE - SANITARY — r — SANITARY SEWER LINE . CUT OFF VAVE Ar ELECTRIML TRANSFORMER • ELECTRICAL CONNECTION STATION A ELECTRICAL PANEL m TELEPHONE LOCATION • LIGHT POLE 1 o MANHOLE - TELEPHONE 1 3 4 USCG CEU 149077' S 01 43'42- E '.� LIP n CLEVELAND, OHIO (216) 902 -52M IM �4\ _. ASPHALTri� 1 �r -D I T � CONSULTANTS UjI iNRT�- _ w M i_ A=COM GRAVEL PARKING • p NrAL / —1 uETER 1075 Kepler DrIve 0 PARKING/ BUILDING ¢, 1 - ! NSI TDRAG �A RACK LL \} • • ASPHALT PARKING • Green Bay, WI 54711 TEN R STORAGE I�OU2VeAIL \ r LOT �r­E1 EL �� a UI C Out . A NPURPOSE BLDG/ UPH I 4 \\ // U. S COAST GUARD OGUE R °"" p'p .11� /L CIVIL ENGINEERING UNIT OUND '7 •� CLEVELAND • 4R N � Il // f B ` LRAVEL/M.NE PAMUCO ROADS AND PARKING ! NEW SOUNp • F BEAN USCG CEU CLEVELAND b 1740 EAST ATM STREET .O CLEVELAND OH 44199 -2060 • o Q ISSUE \ uOREHEAOFLT / \ CR1' AM NEA L WRO RATE I OESCRIP1gN / \ ATLANTIC BEACH SECTOR NC ® I Al PROJECT NO 6034033A I ,ulzlpl �,i VICINITY MAP MD FlLE NAME C7B52COI \ NOT TO SCALE DESI:NEO BY WC pFyS / / � URAwN to L \ �(pM EOIIEO CHECKED WC BY SIR SCALE AS SHOWN PLOT SCALE 1 1 _AJ,� elyd/ f "\ SHEET TOLE X260®3 " Z - -0-��„� ¢ / / '',, - DREDGE SMALL BOAT BASIN ,1 I /) CG SECTOR FORT MACON _ JZL`r/�jl r �ATLANTC BEACH NC YMpSON FDF L C3 774434roRNSEBAT A CIVIL SITE PLAN DRAWING INDEX A. �P..119 -us �. M• REVIEWED BT RE`AEWED BY RENEwEO BY SITE PLAN SHEET nrF D c wARO a NCH CHI c s PLAL TU C -01 SITE PLAN 1 PROJECT ENG BRANCH CHIEF H OWECTOR /1 \�avit � SCALE t' 60' -0" c -01 HYDROGRMHIC SURVEY / \ 1 C -OS DREDGE PLAN �qp r ® P R PCARRGOLL [DR ( RATE C -Oa DREDGE CROSS 9ECpDIK ®� /J \-/ 0 SECTOR R MALON M C-05 DREDGE CROSS SECTIONS / —C —1H. NC PNG_ HUMHUf UxAwWG NOUBEH DISPOSAL SITE MAP 5224870 8283 —D NOT TO SCALE 05CIYLINVSNI xU 3 I 4 C -01 (SHEET 1 OF $ 2 -- i --- 3 I Z �� C + + + J \ '+ Wit+ + + _ + HOGUE SOUND 1 +.+ t. A /:•/ .Iiy� i'�.' +/ �r +�� SURVEY EXTENT A �d E 1 2 -GRAVEL /STONE ROADS AND PARKING y� i 1 3 1 4 SURVEY NnTES: I I- ROGWAHIC SUMEY PERFORMED BY AECOM ON MARCH 3, 2015 AND CAN ONLY BE —03 A RERR6 -11 OE THE SIZE CON—NS AT — TIME 2 BATHYYETRC EIEVAnONS ACOUIREO USING A —K ECHOSOUNDER 3 NORU2g3TAL COORDINATES CaLLFMED WITH A TRIYeIE — ARD IRE PRESIDITEO UEUZING NORM CAAOHW STATE PLAW, NADB], 15 SURVEY FEET C 4 BAINYMEIRC CONTOURS REFERENCE YEAH LDW WATER (YEW) IAATUM 5 BENCHMARK ESTABUSHED BY AECOM IN SOUTHE Sr CORNER OF CONCRETE BUI 1— BENCHMARK EIEVATpN - 570 FEET (YEW) 6 BED E1EVAnON POINTS SHOWN ON THIS DRAWING ARE SPARED ON A 23 FT SOUARE GRID BED ELI-TON POINTS WERE E]TRACTED FROM A 3D SURFACE CRE5M FROM ME SOUNDING DATA U S COAST GUARD CIVIL ENGINEERING UNIT CLEVELAND ��ES ca 1790 B USCG CEU CLEVELAND 1240 EAST 9TH STREET CLEVELAND, OH 44199 -2060 ISSUE NARK I OATS IDESCRIKIIGN A/E PROJECT NO 60340334 CAD FILE NAME C7 B52CO2 uHASwN EIn� 4uv CHECKED BY SIR SC TIE SHOWN PEOT SCALE 1 1 NEST DREDGE SMALL BOAT BASIN CG SECTOR FORT MACON ATLANTIC BEACH NO A CNIL HYDROGRAPHIC SURVEY ROAEWED BY (RENEWED BY IREVIEWEO BY O G WMO B VRANNAR G S PI.ACZEK PROJECT EN G BRANCH CHIEF ( H UIMECIDH PR CCARROLL, CDR I1I PP G OFFICER I MlE 40 0 BD PROJECT NUMBER DRAWING NUMBER 40 " SCALE IN FEET 5224870 8283 -D D I,NE�SHI ND 4 C -02 (SHEET 2 OF 5 i` .i 1, USCG CEU Yy CLEVELAND: •01,10 w3 (2i N) 602 -el00 'E CONSULTANTS A_MM 1015 Kepler Drive Green Bey, WI 54111 U S COAST GUARD CIVIL ENGINEERING UNIT CLEVELAND ��ES ca 1790 B USCG CEU CLEVELAND 1240 EAST 9TH STREET CLEVELAND, OH 44199 -2060 ISSUE NARK I OATS IDESCRIKIIGN A/E PROJECT NO 60340334 CAD FILE NAME C7 B52CO2 uHASwN EIn� 4uv CHECKED BY SIR SC TIE SHOWN PEOT SCALE 1 1 NEST DREDGE SMALL BOAT BASIN CG SECTOR FORT MACON ATLANTIC BEACH NO A CNIL HYDROGRAPHIC SURVEY ROAEWED BY (RENEWED BY IREVIEWEO BY O G WMO B VRANNAR G S PI.ACZEK PROJECT EN G BRANCH CHIEF ( H UIMECIDH PR CCARROLL, CDR I1I PP G OFFICER I MlE 40 0 BD PROJECT NUMBER DRAWING NUMBER 40 " SCALE IN FEET 5224870 8283 -D D I,NE�SHI ND 4 C -02 (SHEET 2 OF 5 i` .i A 1 I 2 Z a 49 N• f rt `H��•1 N/ � � 11'• stORhGE j N W � ERF pNT \ 1 A _ — LET- m .- NORFORNG �C— BENCHMARK TURBIDITY CURTAIN OPENNG FOR BOAT PASSAGE SEE NOTE 4 LOCATED IN TOP OF CONCRETE BULKHEAD l �r•E) LEV = +s 7D Mlwn iC1�1�N� 35306901 35300) 91 211.1196 26866699S W � ERF pNT \ 1 A _ — i NORFORNG FASTING TURBIDITY CURTAIN OPENNG FOR BOAT PASSAGE SEE NOTE 4 JSJI♦0 6] / N _ c-O6 1 I 35306901 35300) 91 211.1196 26866699S M DS 3321.11 352919 DG TRUBIDITY CURTAIN' \" 06 SEE DETAIL 0�� DWG C -04 259677562 C _05 - r� C -� BOGUE D1�.• _ / -\ D10 - SOUND I 011 112 D13 353053 26 353031 41 33299396 26962. 13 2696262 02 D. 352951 . MITI 024 I 1696291 46 D15 352931 22 I 2696263 . 1` X 353136 52 35335675 I 2696219 fib I 2696566 2J • COORINNATES ARE STATE PLANE (HAD.) REFENENCED TO COORDINATE STSTEU THE TH CAROLINA U 5 SURVEY FEET / / 1 / r DREDGE PLAN SCALE I =40 2 1\ \ i \ \I !Wl I 1 ANT BLDG t)/ ®' /GRAVEL/STONE % ROADS AND PARKING/ 3 4 LEGEND - -5- - DIST"' EONT%3R (5' INTERVAL) CONTOUR (1' INTR"`) — TL TUR®D0T CURTAN + DREDGE COCRDINATE FONT k ID PROPOSED DREDGING TO TARGET DEPTH PROPOSED DREDGE SIDE SLDPES (3H 1V) G PROPOSED LM%INUY OVER -DEPTH DREDGE NOTES: I I I CONVERSION DO ULW —06' 1-1 2 THE TARGET DREDGE VARIES FRO. -2 J. TO -11 ULW A —UM OVER -DEPTH DREDGE OF -1 FT BELOW THE TARGET DREDGE 15 RUDIARED 3 LONTRACiDR SH41 USE UETHUDS ARD EOIAPWEM THAI — PROTECT THE BULKHEAD AND MR STRI—RES FROM DARACE ♦ TNw /o.CON INSTALL USMCN IUR dI TRAWNG L -0♦ • %ICE IUItB1IXi1' CURTNN i0 COLRLLTELY ENCLOSE DREDGE AR PROVIDE W USED V SFLRON AT T1RBIgtt CURTAIN U4RVP TO AUUYN 15LG VESSELS PROVIDE G11E55 i0 THE HARDGR YOVFABLE SECTION TO PROVIDE EY WIDE ALLESSWAY • EDMIELT ClDSE OVFRLM SECTION UPON VESSEL PASSAGE 5 —R TO COURT WTI PER.., NO fMfI -. S- SE CONDUCTED BETWEEN UWDO AND uu/DD DREDGE COORDINATE TABLE DREDGE ID NORFORNG FASTING DI JSJI♦0 6] 269686) D3 D2 DJ 35306901 35300) 91 211.1196 26866699S M DS 3321.11 352919 DG 2696695 22 1696912 . D6 —211 12 259677562 02 . 09 35]321 AS 35333726 1.211 SO 26966♦5 62 2696632 65 1696212 D10 353062 30 10 2696717 25 011 112 D13 353053 26 353031 41 33299396 26962. 13 2696262 02 D. 352951 . MITI 024 I 1696291 46 D15 352931 22 I 2696263 . DI6 012 353136 52 35335675 I 2696219 fib I 2696566 2J • COORINNATES ARE STATE PLANE (HAD.) REFENENCED TO COORDINATE STSTEU THE TH CAROLINA U 5 SURVEY FEET 40 D 4D ED i— SCALE 1N FEET 4 n USCG CEU CLEVELAND. OHIO (216) 901 -6100 CONSULTANTS A_mWM 1035 Kepler Drrve Green Bay, V41 54311 U. S. COAST GUARD CIVIL ENGINEERING UNIT CLEVELAND O s�tES Cp� o oa 2790 USCG CEU CLEVELAND 1240 EAST 9TH STREET CLEVELAND, OH 44199 -206D 55UE NARK I DATE (DESCRIPTION /E PROJECT NO 60 40331 CAD DIE HALE C2A51COJ DEHAWGN C�HY WC EOTED B CHECKED BY SIR SCALE AS SHOWN PLOT SCALE 1 1 SHEET THE DREDGE SMALL BOAT BASIN CG SECTOR FORT MACON ATLANTIC BEACH NC A CARL DREDGE PLAN REVIEWED DY REVIEWED " REVIEWED BY D G WARD B VRANKAR G S PLACZEK ,—,Cl END BHANCH H.1 TECH DIRECTOR P APPRwR cO DLFFN:ERR D IN-1 HDUBEN r1 ` 5224870 8283 -D CC x LF NO SHET J OE $ 0 IT • 1 2 I 3 < USCG CEU CLEVELAND OHIO (va) sox -axoD 10 sHEErvILE auucHFAD (eEVOND) I LEGEND EI(ISfpG TOP OF SEGMENT CONSUL- GO 0 L �— PROPOSED BASE DREDGE EUVARON Q I — E MUM O GEPIH DREDGE 1035 Kepler Drive Green Bay, WI 54311 C -ID'. __ C 0 20 40 60 60 100 120 IQ 160 160 200 220 20 2B0 m 300 ' SECTION vERr D 10 w c -D4 noAr Homz D m w FEET WATER SURFACE — mo — aHFFiPILE BUikHFAD (BExOND) Q I SHFFIPNE BUIRHVD aAilAST CHNN "' I � U. S. COAST GUARD ARGE DREDGE ro CIVIL ENGINEERING UNIT 115 NUN IN THIS ARFA CLEVELAND TURBIDITY CURTAIN DETAIL NOT TO SCdIE 0 J00 ]20 310 360 JBO 400 a20 aw 4. 180 500 520 sw 3w SBO e00 1790 Cs B B OVER -pFPix DNEOGwG 10 OVFA -DEPTH DRO)GINO 30 1 SECTION (CONT.) BE DW TRGEf DEPM _B EV PRO �OEPH MERT 0 10 20 C-04 CONIWRS -9 AMO -11 LWO USCG CEU CLEVELAND 1240 EAST 9TH SFREEr NORIZ 0 0 w CLEVELAND, OH 44199 -2060 FEET ISSUE 10 SHEETPILE BULKHEAD I 4GE55 PAYP Oo YLW PIFR� / 0- MARK I DATE I DESCRIPTION Aj PROUECT NO 603 34 _10.. __ _ ____ _ DS RUE HAVE Cr65xCDa _ - - - - - -- DESIGNED BY MIC CHMKD CHECNEn BY SIR 0 20 40 w w 100 130 10 160 160 200 220 xw 260 260 J00 J20 Jw Jw JBO 400 420 4w 460 180 500 520 510 SCAL£ AS SHOWN PLOT SCALE 1 1 SHEET RE �\ TARGET DREDGE TO wee °>G vx�oivm ' DREDGE SMALL BOAT BASIN SECTION d - s YLw IN THIS ". VERr D 1D 2D C -Oa BfL —URS -9 MD -11 YLW am -DEPTH DREDGING TO CG SECTOR FORT MACON HM7 D 20 w 1 R 81 i TARGET DEPTH ATLANTIC BEACH NC A FEET A CNIL DREDGE CROSS SECTIONS REVIEWED BY REVIEWED W RENEWEDRY • D G WO B VRAM_ G 5 PiACZEN PROJECT ENO BRANCH CHIEF OIRECTOH P R CARROLL. CDR APPROVING OMCER DATE YRWLCT NUMBER pNAwING NUNa. 5224870 8283 —D PUN45HI HU 1 2 3 4 psaC -04 Is_ 4 OF 5 2 10 �I 0 00 MLR- z� TARGET DRmcE To l20 WM IN Me AREA �I C I 0 20 40 60 e0 100 120 140 160 160 x00 xxa 240 260 no ](10 SECTION MR -OEPN DREDGING TO TIAGEf oRFOCF To C I Fr BEIDM TARGET DEPM -I1 5 YLW 1N MIS AR A VERT 0 10 20 HORZ o 20 b �� FELT (� I BEAT RAMP i I TIAGEf ORETILE TO r TARGET 11— TO / - 3 .. N MIS ARG -Y S YLW IN M5 AREA / Q TARGET DREDGE i0 3 I I O YLW IN 11X5 ARG 7. T IXlIDOE TO -TO ulw N M6 AREA B 300 320 340 760 ^�360 1. 4x0 440 460 460 500 5x0 Sb 560 5e0 SECTION (CONY.) r torn -FLOW oRmRNC TO Fi DE M TARGR DEPM VERT 0 10 20 C -05 HONz a 2D b FEET Ia.. SNCERIIE BGLNHFID L — ORfDGE r0 -11 7 YLw N MIS AREA 00 YLW - a I0� _ _ _ _ — ` Q'FA -OEPTH DREDGING TO R aEIAW TARGET .DTI 0 20 40 60 EO 100 120 IW Aso Ieo 2. 220 SECTION rD1 VERT 0 10 20 C -o5 A NOR12 0 20 b FELT (`1n7 I j 2 1 I I I 7.vv L /W A I1V 3 0 LEGEND - - - DISTNG TOP OF SMIJENT PROPOSED BASE DREDGE OJNADON -__- YuriUY OVER -OEPTN OREDGE 'T , -Do PRII SHEETPILE BUUMFAD 00 YLw aT ENEA -OFPM ORFDCRIO To I R EFLDw TARGET DEPM T 0 x0 b W Bo ADD Ixo SECTION WIT 0 ID 2a C -OS HORIZ D 20 b FEET IDT SHEErPME BULYHEAD LA)6Yf DREDGE TO TARGET OREOGE TO - - OYLW IN TIleS AREA 0 D YLr _ yLW N MO, ARU eW -Aar IL — 2 x 0 20 b 60 m 100 120 I b l y] 160 SECTION �F� a.ER -aEPM - REOC�NG To VEAT B ID zD FT �� TARGET oEa1H C -OS N10 BEIWEENR IR POSEO CONTOURS - 0 - 11 Nu. NOW 0 1D b FEET 3 IOT _ ACCESS MY.P 11'P I FID4T '— AAYP 00 YlW PER, TYP i SNE—LE aULNNEAO J -10 f —� o zo w eo eo Iao Ixo Ib Ieo Ieo OVER — DREDGING TO SECTION 1 R 8E TARGET OEM VERT 0 10 20 C_pS aEIW'Ed PROPOSED CONTOURS -9 IRO -11 YUV HOW2 0 20 40 FEET IJ USCG CEU CLEVELAND, OHIO (216) eo2 -6x00 WNSU—NTS A_�QOM 1075 Kepler Orfre Green Bay, WI 54311 C U S. COAST GUARD CIVIL ENGINEERING UNIT CLEVELAND ,F1E5 Cp- "Ah ®6a 2790 B USCG CEU CLEVELAND 1240 EAST 9TH STREET CLEVELAND, OH 44199 -2060 ISSUE I I I I - YARN I DA1L IOESCMPnON A(E PROJECT NO 8034o 34 CID FILE NAME C7e51E.5 DESR:NED eY MJC WC EDTRO b W CHEERED BI LR S AS SHOWN PLOT SG 1 1 SHEET MILE DREDGE SMALL BOAT BASIN CG SECTOR FORT MACON ATLANTIC BEACH NC A CIVIL DREDGE CROSS SECTIONS REVIEWED BY REVIEWED aY REVIEWED BY D O WARD B V w D 5 PIAEZLK PROJECT ENG BRANCH CHIEF TECH ONELTOR P ACARROLL, CDR P NO OFF— W i-- PROJECT NUUBER OMWING NUYBEp 5224870 8283 -D NYS r N0 • C-05 ISHEET 5 OF 5 0