kanawha river navigation charts - huntington · 2013-01-23 · united states army corps of...
TRANSCRIPT
Kanawha River Navigation®
Kanawha River Navigation ChartsU S Army Corps Charts
Point Pleasant to Alloy, West VirginiaU.S. Army CorpsOf EngineersHuntington District
December 2012
BUILDING STRONG®
UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT SHEET 1
KANAWHA RIVER NAVIGATION CHARTS HUNTINGTON DISTRICT
POINT PLEASANT TO ALLOY, WEST VIRGINIA REVISED December 2012
TABLE OF CONTENTS
THESE CHARTS INCLUDE KNOWN NAVAGATIONAL FEATURES, AVAILABLE DATA, AND INFORMATION AS OF THE DATE SHOWN ABOVE. MAJOR CHANGES ARE PUBLISHED IN “NOTICE TO NAVIGATION INTERESTS”. CHART REVISIONS ARE ANTICIPATED AT TWO-YEAR INTERVALS. ANY INFORMATION CONCERNING CHANGES, CORRECTIONS, OR ADDITIONS TO THIS CHART BOOK SHOULD BE ADDRESSED TO:
U.S. ARMY CORPS OF ENGINEERS ATTN: REBEKAH BOOTON
CELRH-OR-TW 502 EIGHTH STEET
HUNTINGTON, WV 25701
U.S. Coast Guard Information Inside Cover Table of Contents Sheets 1 - 3 General Notes Sheet A Warning to Pleasure Boaters and Fisherman Sheet B Regulations Sheet C - H River and Harbor Act of 1899 Sheet I - J Legend Sheet K Navigation Chart Index Sheet Sheet L Navigation Charts Charts 1-37 River Terminals Pages 1-20
UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT SHEET 2
PERMITS - JURISDICTION VERTICAL CLEARANCE H.W. READINGS
In the administration of laws enacted by Congress for the protection and preservation of navigation and the navigable waters of the United States, the U.S. Army Corps of Engineers exercises jurisdiction over the Ohio River and several of its tributary streams. Work or structures in, under, or over the Kanawha River or any navigable tributary, between the limits of the ordinary high water lines on both banks of the stream require prior authorization. Inquiries regarding permits for such work or structures should be addressed to: Chief, Regulatory Branch U.S. Army Engineer District, Huntington Attn: CELRH-RD 502 Eighth Street Huntington, WV 25701-2070 Inquires may be made by telephone to: (304) 399-5610
Vertical clearances under bridges and aerial crossings are shown on their respective charts at normal pool stage and at 1861, 1878, 1913, or 1937 high water (H.W.) stages. Existing clearances may be determined at open river stages, with reasonable accuracy, by the method outlined in “EXAMPLE” below: EXAMPLE: St. Albans - Nitro Hwy Bridge, St. Albans, WV
CHART 19 (All Clearances are in Feet)
Winfield Dam Upper Gage:
1861 H.W. Reading 34.45 Existing Reading 28.20
Difference 6.25 St. Albans - Nitro Hwy Bridge: 1861 H.W. Clearance 29.50 Existing Clearance 35.75
Upper Gage Readings
(All Readings are in Feet)
Winfield Dam *34.45
Marmet Dam *37.00
London Dam **35.40
*1861, **1878
UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT SHEET 3
KANAWHA RIVER NAVIGATION CHART INDEX TABLE
CHART NO.
RIVER MILE
FEATURES / LOCALITY
CHART NO.
RIVER MILE
FEATURES / LOCALITY
CHART NO.
RIVER MILE
FEATURES / LOCALITY
R.C. BYRD L&D POOL WINFIELD L&D POOL (Cont’) MARMET L&D POOL (Cont’)
1 0.0 - 2.2 Point Pleasant, Crooked
Creek 16 36.8 - 39.5 Raymond City 31 74.3 - 76.7 Watsons Island 2 2.2 - 4.5 Three Mile Creek 17 39.5 - 41.8 Poca 32 76.7 - 79.2 Kelly’s Creek 3 4.5 - 7.1 Brighton Light/Daymark 18 41.8 - 44.5 Nitro 33 79.2 - 82.1 Old Lock # 3 4 7.1 - 9.6 Eight Mile Creek 19 44.5 - 46.8 Coal River 34 82.1 - 84.6 London Locks 5 9.6 - 11.9 Ten Mile Creek 20 46.8 - 49.5 Institute
6 11.9 - 14.4
Little Sixteen Mile Daymark 21 49.5 - 51.8 Upton Creek Light LONDON L&D POOL
7 14.4 - 16.6 Arbuckle 22 51.8 - 54.4 Dunbar, Wilson Island 35 84.6 - 87.7 Wheeler Island 8 16.6 - 19.2 Eighteen Mile Creek 23 54.4 - 56.5 Blaines Island 36 87.7 - 90.5 Armstrong Creek 9 19.2 - 21.5 Cross Creek Light 24 56.5 - 59.1 Elk River 37 90.5 - 91.0 End of Navigation
10 21.5 - 23.9 Buffalo 25 59.1 - 61.6 State Capitol, Charleston 11 23.9 - 26.4 Lower Buffalo Bridge 26 61.6 - 64.0 Snow Hill, Kanawha City 12 26.4 - 28.8 Buffalo Creek 27 64.0 - 66.5 Malden, South Malden 13 28.8 - 31.5 Winfield Locks and Dam 28 66.5 - 69.3 Marmet Locks
WINFIELD L&D POOL MARMET L&D POOL TRIBUTARY – ELK RIVER
14 31.5 - 34.5 Red House, Winfield 29 69.3 - 71.4 Witcher Island 24A 0.0 – 2.2 Charleston / Etowah
Dock 15 34.5 - 36.8 Winfield Highway Bridge 30 71.4 - 74.3 Slaughters Creek
A
SHEET UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT
KANAWHA RIVER NAVIGATION CHARTS Revised December 2012
BUOYS Buoys used to mark channels in the Mississippi River System conform to the standard lateral system of buoys on the Western Rivers of the United States. Generally, the unlighted buoys in the Kanawha River are equipped with radar reflectors. All buoys are equipped with reflective material. Buoys on the left descending side of the channel reflect red. Buoys on the right descending side of the channel reflect green. Buoys are set to mark maximum navigation channel available considering channel alignment, the prevailing river stage, and obstructions. Due to ever-changing environmental conditions, the location and number of buoys on-site do not necessarily coincide with these charts. The locations of printed buoys are approximate. The height of the highest fixed points Buoys should always be given as wide a berth in passing as possible consistent with the length and width of vessel or tow and width of the bend or crossing. Buoys should always be used with caution. They may be carried off position by high water, accumulation of drift, ice, or sunk by collision or other causes. When carried off position, destroyed, or removed to prevent loss, buoys are replaced at the earliest opportunity. Navigation lights and daybeacons are also shown in approximate locations. For additional information on lights, daymarks, daybeacons, and buoys, see the U.S. Coast Guard Light List, COMDTINST M16502, current edition.
FEDERAL MOORING BUOYS Federal mooring buoys are for emergency use only, except where noted. These buoys shall not be used for recreational use or fleeting operations. Vessels using emergency buoys shall contact the nearest downstream lock upon mooring and again after departure. DAMS On the various parts of the locks and dams are shown in feet above the zero of the pass sill gage. Exceptions are noted on pages facing the page containing the dam to which they apply.
NAVIGATION CHARTS AND NOTICES Navigation charts for the KANAWHA RIVER, within the limits of the HUNTINGTON DISTRICT, are available on our website at: www.lrh.usace.army.mil/missions/navigation for viewing and printing. Spiral-bound books are also available for purchase on the U.S. Government Printing Office website: http://bookstore.gpo.gov. Notices to Navigation Interests, Containing data on channel conditions and location of dredges, are issued as occasions demand. They may be viewed on our website at: www.lrh.usace.army.mil/missions/navigation. Request to be placed on the mailing list to receive these notices by writing to: U.S. Army Corps of Engineers Attn: CELRH-OR-TW 502 Eighth Street Huntington, WV 25701-2070 HUNTINGTON DISTRICT: KANAWHA RIVER MILE 0.0 – 91.0 Mile points are shown on the charts at one mile intervals beginning with Mile 0.0 at Point Pleasant, WV.
B
SHEET UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT
WARNING: TO PLEASURE BOATERS AND FISHERMAN WHO NAVIGATE ON THE KANAWHA RIVER
Areas immediately upstream and downstream of the navigat ion dams in the Huntington Distr ic t have been designated Restricted Areas. See the Legend (Sheet K) for symbols that mark Restr ic ted and Danger Areas.
In recent years, there have been several boating accidents and fatal it ies as a resul t of vessels, part icular ly smal l f ishing craf t , operat ing too c losely to navigat ion structures. Most of these accidents have occurred when boats approach too near the downstream side of a gated dam. Powerful reverse currents, commonly cal led backlash, draw boats in an upstream direct ion into the dam where there are capsized or smashed against the structure. Furthermore, an addi t ional hazard exists in the vic in i ty of the lock discharge structures, which are located adjacent to the downstream r iver wal l of the lock chamber. When the water in the locks is re leased dur ing each locking operat ion, sudden turbulent boils are created which can capsize a boat ventur ing too near. This turbulence becomes more severe as the downstream pool fal ls to lower e levat ions.
On the upstream side of the dam, there is a strong undertow created by the f low of water through the gated sect ion of the dam. Boats approaching too c losely f rom the upstream side are in danger of being lodged against the dam or capsized by the undertow.
The nature of these r iver condit ions emphasizes the ser ious danger to boaters and f ishermen who operate their craf t near e i ther the upstream or downstream side of a dam. Vessel operators who enter these areas r isk their l ives and property and often preclude necessary gate operat ions of the locks and dams. Fishermen of ten f ish in the ta i l waters below the dam gates because the f ishing is good. They must understand, however, that f ishing f rom a boat in these waters can be fatal .
To supplement the restricted areas, the remaining area downstream of each dam, extending to the end of the long wal l has been establ ished as a Danger Area. All boaters and f ishermen are urged to wear Personal Floatation Devices (PFDs) within th is area, s ince these waters are frequent ly turbulent. Vessel operators should also heed the warning
s irens which indicate that project personnel wi l l be increasing f low from the dam or releasing water wi th in the lock discharge areas. These sirens wi l l be operated for a per iod of 30 seconds, af ter which, there wi l l be a 3-minute delay pr ior to a release of water. Navigators should become fu l ly aware of the Restricted and Danger Area boundaries pr ior to operat ing their craf t wi th in the v ic in i ty of a lock and dam faci l i ty . The Restricted Areas are shown in the current publ icat ion of the U.S. Army Corps of Engineers, Huntington Distr ic t , “Kanawha River Navigat ion Charts; Point Pleasant, WV to Al loy, WV.” Navigators should also observe al l warning signs or marker buoys located wi thin the area of each locks and dam structure. The marker buoys are i l lustrated wi th ref lect ive orange bands and waterway symbols, and black wording on the whi te background. Buoys wi th the words “KEEP OUT” have, as their symbol, a cross enclosed wi th in a diamond. Buoys designated as “DANGER DAM” are denoted with a diamond symbol .
The regulat ions pertain ing to the Restricted Areas are contained wi th in the U.S. Army Corps of Engineers ’ “Regulat ions Prescr ibed by the Secretary of the Army for Ohio River, Mississippi River above Cairo, IL and their t r ibutar ies; Use, Administrat ion, and Navigat ion” (Blue Book). These regulat ions are as fo l lows:
33 CFR 207.300 “(s) Restricted Areas at Locks and Dam. All waters immediately above and below each dam, as posted by the respect ive Distr ic t Engineers, are hereby designated as Restr icted Areas. No vessel or other f loat ing craf t shal l enter any such Restr ic ted Areas at any t ime. The l imi ts of the restr icted areas at each dam wi l l be determined by the responsible Distr ic t Engineer and marked by s igns and/or f lashing red l ights instal led in conspicuous and appropr iate places.”
Lockmasters wil l enforce adherence to these regulat ions, and, i f required, sol ic i t aid from local law enforcement off icers. In the interest of the publ ic safety, p lease te l l other boaters or f ishermen about the dangers of boat ing near lock and dam structures.
C
SHEET UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT
Section 7 of the River and Harbor Act of August 8, 1917 “That it shall be the duty of the Secretary of War to prescribe such regulations for the use, administration, and navigation of the navigable waters of the United States as in his judgment the public necessity may require for the protection of life and property, or of operations of the United States in channel improvement, covering all matters not specifically Delegated by law to some other executive department. Such regulations shall be posted, in conspicuous and appropriate places, for the information of the public; and every person and every corporation which shall violate such regulations shall be deemed guilty of a misdemeanor and on conviction thereof in any district court of the United States within whose territorial jurisdiction such offense may have been committed, shall be punished by a fine not exceeding $500, or by imprisonment (in the case of a natural person) not exceeding six months, in the discretion of the court.” In pursuance of the law above quoted, the following regulations were prescribed to govern the use, administration, and navigation of the Ohio River above Cairo, IL and its tributaries. Use, Administration, and Navigation 207.300 Ohio River, above Cairo, IL, and their tributaries; use, administration, and navigation. a) Authority of Lockmasters The lockmaster shall be charged with the immediate control and management of the lock, and of the area set aside as the lock area, including the lock approach channels. He shall see that all laws, rules, and regulations for the use of the lock and lock area are duly complied with, to which end he is authorized to
REGULATIONS PRESCRIBED BY THE SECRETARY OF THE ARMY FOR THE OHIO RIVER ABOVE CAIRO, IL AND ITS TRIBUTARIES
USE, ADMINISTRATION, AND NAVIGATION
give all necessary orders and directions in accordance therewith, both to employees of the Government and to any and every person within the limits of the lock or lock area, whether navigating the lock or not. No one shall cause any movement of any vessel, boat, or other floating thing in the lock or approaches except by or under the direction of the lockmaster or his assistants. In the event of an emergency, the lockmaster may depart from these regulations as he deems necessary. The lockmasters shall also be charged with the control and management of federally constructed mooring facilities. b) Safety Rules for Vessels Using Navigation Locks The following safety rules are hereby prescribed for vessels in the locking process, including the act of approaching or departing a lock: (1) Tows with flammable or hazardous cargo barges, loaded or empty (i) Stripping barges or transferring cargo is prohibited. (ii) All hatches on barges used to transport flammable or hazardous materials shall be closed and latched, except those barges carrying a gas-free certificate. (iii) Spark-proof protective rubbing fenders (“possums”) shall be used. 2) All Vessels (i) Leaking vessels may be excluded from locks until they have been repaired to the satisfaction of the Lockmaster. (ii) Smoking, open flames, and chipping or other spark producing activities are prohibited on deck during the locking cycle.
(iv) Tow speeds shall be reduced to a rate of travel such that the tow can be stopped by checking should mechanical difficulties develop. Pilots should check with the individual lockmasters concerning prevailing conditions. It is also recommended that pilots check their ability to reverse their energies prior to beginning an approach. Engines shall not be turned off in the lock until the tow has stopped and been made fast. (v) U.S. Coast Guard Regulations require all vessels to have on board life saving devices for prevention of drowning. All crew members of vessels required to carry work vests (life jackets) shall wear them during a lockage, except those persons in an area enclosed with a handrail or other device which would reasonably preclude the possibility of falling overboard. All deckhands handling lines during locking procedures shall wear a life jacket. Vessels not required by Coast Guard Regulations to have work vests aboard shall have at least the prescribed life saving devices, located for ready access and use if needed. The lockmaster may refuse lockage to any vessel which fails to conform to the above. c) Reporting of Navigation Incidents In furtherance of increased safety on waterways the following safety rules are hereby prescribed for all navigation interests: (1) Any incident resulting in uncontrolled barges shall immediately be reported to the nearest lock. The report shall include information as to the number of loose barges, their cargo, and the time and location where they broke loose. The lockmaster or locks shall be kept informed of the Progress being made in bringing the barges under control so that he can initiate whatever actions may be warranted.
D
SHEET UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT
(2) Whenever barges are temporarily moored at other than commercial terminals or established fleeting areas, and their breaking away could endanger a lock, the nearest lock shall be so notified, preferably the downstream lock. (3) Sunken or sinking barges shall be reported to the nearest lock both downstream and upstream of the location in order that other traffic passing these points may be advised of the hazards. (4) In the event of an oil spill, notify the nearest lock downstream, specifying the time and location of the incident, type of oil, amount of spill, and what recovery or controlling measures are being employed. (5) Any other activity on the waterways that could conceivably endanger navigation or a navigation structure shall be reported to the nearest lock. (6) Whenever it is necessary to report an incident involving uncontrolled, sunken or sinking barges, the cargo in the barges shall be accurately d) Precedence at Locks (1) The vessel arriving first at a lock shall normally be first to lock through, but precedence shall be given to vessels belonging to the United States. Licensed commercial passenger vessels operating on a published schedule or regularly operating in the “for hire” trade shall have precedence over cargo tows and like craft. Commercial cargo tows shall have precedence over recreational craft, except as described in paragraph (f).
REGULATIONS PRESCRIBED BY THE SECRETARY OF THE ARMYFOR THE OHIO RIVER ABOVE CAIRO, IL AND ITS TRIBUTARIES
USE, ADMINISTRATION, AND NAVIGATION
Recreational craft operators are advised that many locks have a pull chain located at each end of the lock which signals the lockmaster that lockage is desired. g) Simultaneous Lockage of Tows with Dangerous Cargoes Simultaneous lockage of other tows with tows carrying dangerous cargoes or containing flammable vapors normally will only be permitted when there is Agreement between the lockmaster and both vessel masters that the simultaneous lockage can be executed safely. He shall make a separate decision each time such action seems safe and appropriate, provided: (1) The first vessel, or tow in, and the last vessel, or tow out, are secured before the other enters or leaves. (2) Any vessel or tow carrying dangerous cargoes is not leaking. III) All masters involved have agreed to the joint use of the lock chamber. h) Stations While Awaiting Lockage Vessels awaiting their turn to lock shall remain sufficiently clear of the structure to allow unobstructed departure for the vessel leaving the lock. However, to the extent practicable under the prevailing conditions, vessels and tows shall position themselves so as to minimize approach time when signaled to do so.
i) Stations While Awaiting Access Through Navigable Pass When navigable dams are up or are in the process of being raised or lowered, vessels desiring to use the pass shall wait outside the limits of the approach points unless authorized otherwise by the Lockmaster.
(2) Arrival posts or markers maybe established above and/or below the locks. Vessels arriving at or opposite such posts or markers will be considered as having arrived at the locks within the meaning of this paragraph. Precedence may be established visually or by radio communication. The lockmaster may prescribe such departure from the normal order of precedence as in his judgment is warranted to achieve best lock utilization. e) Unnecessary Delay at Locks Masters and pilots must use every precaution to prevent unnecessary delay in entering or leaving locks. Vessels failing to enter locks with reasonable promptness when signaled to do so shall lose their turn. Rearranging or switching of barges in the locks or in approaches is prohibited unless approved or directed by the lockmaster. This is not meant to curtail “jackknifing” or set-overs where normally practiced.
f) Lockage of Recreational Craft In order to fully utilize the capacity of the lock, the lockage of recreational craft shall be expedited by locking them through with commercial craft, provided that both parties agree to joint use of the chamber. When recreational craft are locked simultaneously with commercial tows, the lockmaster will direct, whenever practicable, that the recreational craft enter the lock and depart while the tow is secured in the lock. Recreational craft will not be locked through with vessels carrying volatile cargoes or other substances likely to emit toxic or explosive vapors. If the lockage of recreational craft cannot be accomplished within the time required for three other lockage of recreational craft shall be made.
E
SHEET UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT
REGULATIONS PRESCRIBED BY THE SECRETARY OF THE ARMY FOR THE OHIO RIVER ABOVE CAIRO, IL AND ITS TRIBUTARIES
USE, ADMINISTRATION, AND NAVIGATION
(b) Two long blasts of the whistle indicates permission to enter the riverward chamber in the case of twin locks. (iii) Permission to leave the locks will be indicated by the following signals given by the lock: (a) One short blast of the whistle indicates permission to leave the lock chamber in the case of a single lock or to leave the landward chamber in the case of twin locks. (b) Two short blasts of the whistle indicates permission to leave the riverward chamber in the case of twin locks. (iv) Four or more short blasts of the lock whistle delivered in rapid succession will be used as a means of attracting attention, to indicate caution, and to signal danger. This signal will be used to attract the attention of the captain and crews of vessels using or approaching the lock or navigating in its vicinity and to indicate that something unusual involving danger or requiring special caution is happening or is about to take place. When this signal is given by the lock, the captains and crew of vessels in the vicinity shall immediately become on the alert to determine the reason for the signal and shall take the necessary steps to cope with the situation. (2) Lock Signal Lights At locks where density of traffic or other local conditions make it advisable, the sound signals from the lock will be supplemented by signal lights. Flashing lights (showing a one-second flash followed by a two-second eclipse) will be located on or near each end of the land wall to control use of a single lock or of the landward lock of double locks. In addition, at double locks,
interrupted flashing lights (showing a one-second flash, a one-second eclipse and a one-second flash, followed by a three-second eclipse) will be located on or near each end of the intermediate wall to control use of the riverward lock. Navigation will be governed as follows: Red Light – Lock cannot be made ready immediately. Vessel shall stand clear. Amber Light – Lock is being made ready. Vessels may approach but under full control. Green Light – Lock is ready for entrance. Green and Amber Lights – Lock is ready for entrance but gates cannot be recessed completely. Vessel may enter under full control and with extreme caution. III) Radio Communication VHF-FM radios, operating in the FCC authorized Maritime Band, have been installed at all operational locks, (except those at Lock 3, Green River). Radio contact may be made by any vessel desiring passage. Commercial tows are especially requested to make contact at least one half hour before arrival in order that the pilot may be informed of current river and traffic conditions that may affect the safe passage of his tow. All locks monitor 156.8 MHZ (Ch. 16) and 156.65 MHZ (Ch. 13) and can work 156.65 MHZ (Ch. 13) and 156.7 MHZ (Ch. 14). Ch. 16 is the authorized call, reply and distress frequency, and locks are not permitted to work on this frequency except in an emergency involving the risk of immediate loss of life or property. Vessels may call and work Channel 13, without switching, but are cautioned that vessel to lock traffic must not interrupt or delay Bridge to Bridge traffic which has priority at all times.
j) Signals Signals from vessels shall ordinarily be by whistle; signals from locks to vessels shall be by whistle, another sound device, or visual means. When a whistle is used, long blasts of the whistle shall not exceed 10 seconds and short blasts of the whistle shall not exceed 3 seconds. Where a lock is not provided with a sound or visual signal installation, the lockmaster will indicate by voice or by the wave of a hand when the vessels may enter or leave the lock. Vessels must approach the locks with caution and shall not enter nor leave the lock until signaled to do so by the lockmaster.
The following lockage signals are prescribed: 1) Sound Signals by Means of a Whistle These signals apply at either a single lock or twin locks. (i) Vessels desiring lockage shall on approaching a lock give the following signals at a distance of not more than one mile from the lock: (a) If a single lockage only is required: One long blast of the whistle followed by one short blast. (b) If a double lockage is required: One long blast of the whistle followed by two short blasts. (ii) When the lock is ready for entrance, the lock will give the following signals: (a) One long blast of the whistle indicates permission to enter the lock chamber in the case of a single lock or to enter the landward chamber in the case of twin locks.
F
SHEET UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT
REGULATIONS PRESCRIBED BY THE SECRETARY OF THE ARMY FOR THE OHIO RIVER ABOVE CAIRO, IL AND ITS TRIBUTARIES
USE, ADMINISTRATION, AND NAVIGATION
k) Rafts Rafts to be locked through shall be moored in such manner as not to obstruct the entrance of the lock, and if to be locked in sections, shall be brought to the lock as directed by the lockmaster. After passing the lock the sections shall be reassembled at such distance beyond the lock as not to interfere with other vessels. l) Entrance to and Exit from Locks In case two or more boats or tows are to enter for the same lockage, their order of entry shall be determined by the lockmaster. Except as directed by the lockmaster, no boat shall pass another in the lock. In no case will boats be permitted to enter or leave the locks until directed to do so by the Lockmaster. The sides of all craft passing through any lock shall be free from projections of any kind which might injure the lock walls. All vessels shall be provided with suitable fenders, and shall be used to protect the lock and guide walls until it has cleared the lock and guide walls. m) Mooring (1) At Locks (i) All vessels when in the locks shall be moored as directed by the lockmaster. Vessels shall be moored with bow and stern lines leading in opposite directions to prevent the vessel from “running” in the lock. All vessels will have one additional line available on the head of the tow for emergency use.
The pilothouse shall be attended by qualified personnel during the entire locking procedure. When the vessel is securely moored, the pilot shall not cause movement of the propellers except in emergency or unless directed by the lockmaster. Tying to lock ladders is strictly prohibited. (2) Outside of Locks (i) No vessels or other craft shall regularly or permanently moor in any reach of a navigation channel. The approximate centerline of such channels is marked as the sailing line on Corps of Engineers navigation charts. Nor shall any floating craft, except in an emergency, moor in any narrow or hazardous section of the waterway. Furthermore, all vessels or other craft are prohibited from regularly or permanently mooring in any section of navigable waterways which are congested with commercial facilities or traffic unless it is moored at facilities approved by the Secretary of the Army or his authorized representative. The limits of the congested areas shall be marked on Corps of Engineers navigation charts. However, the District Engineer may authorize in writing exceptions to any of the above if, in his judgment, such mooring would not adversely affect navigation and anchorage. (ii) No vessel or other craft shall be moored to railroad tracks, to riverbanks in the vicinity of railroad tracks when such mooring threatens the safety of equipment using tracks, to telephone poles or power poles, or to bridges or similar structures used by the public. (iii) Except in case of great emergency, no vessel or craft shall anchor over revetted banks of the river, and no floating plant other than launches and similar small craft shall land against banks protected by revetment
except at regular commercial landings. In all cases, every precaution to avoid damage to the revetment works shall be exercised. The construction of log rafts along mattressed or paved banks or the tying up and landing of log rafts against such banks shall be performed in such a manner as to cause no damage to the mattress work or bank paving. Generally, mattress work extends out into the river 600 feet from the low water line. (iv) Any vessel utilizing a federally constructed mooring facility (e.g. cells, buoys, anchor rings) at the points designated on the current issue of the Corps navigation charts shall advise the lockmaster at the nearest lock that from point by the most expeditious means. n) Draft of Vessels No vessels shall attempt to enter a lock unless its draft is at least three inches less than the least depth of water over the guard sills or over the gates sills if there be no guard sills. Information concerning controlling depth over sills can be obtained from the lockmaster at each lock or by inquiry at the office of the district engineer of the district in which the lock is located.
o) Handling Machinery No one but employees of the United States shall move any lock machinery except as directed by the lockmaster. Tampering or meddling with the machinery or other parts of the lock is strictly forbidden.
G
SHEET UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT
REGULATIONS PRESCRIBED BY THE SECRETARY OF THE ARMYFOR THE OHIO RIVER ABOVE CAIRO, IL AND ITS TRIBUTARIES
USE, ADMINISTRATION, AND NAVIGATION
p) Refuse in Locks Placing or discharging refuse of any description into the lock, on lock walls or esplanade, canal or canal bank is prohibited.
q) Damage to Locks or Other Work To avoid damage to plant and structures, connected with the construction or repair of locks and dams, vessels passing structures in the process of construction of repair shall reduce their speed and navigate with special caution while in the vicinity of such work. The restrictions and admonitions contained in these regulations shall not affect the liability of the owners and operators of floating craft for any damage to locks or other structures caused by the operation such craft. r) Trespass on Lock Property Trespass on locks or dams or other United States property pertaining to the locks and dams is strictly prohibited except in those areas specifically permitted. Parties committing any injury to the locks and dams or to any part thereof will be responsible therefore. Any person committing a willful injury to any United States property will be prosecuted. No fishing will be permitted from lock walls, guide walls, or guard walls of any lock or from any dam, except in areas designated and posted by the responsible District Engineer as fishing areas. Personnel from commercial and recreational craft will be allowed on the lock structure for legitimate business reasons; e.g., crew changes emergency phone calls, etc.
s) Restricted Areas at Locks and Dams All water immediately above and below each dam, as posted by the respective District Engineers, are hereby designated as restricted areas. No vessel or other floating craft shall enter any such restricted area at any time. The limits of the restricted areas at each dam will be determined by the responsible District Engineer and marked by signs and/or flashing red lights installed in conspicuous and appropriate places. t) Statistical Information (1) Masters of vessels shall furnish to the lockmaster such statistics of passengers or cargo as may be requested. (2) The owners or masters of vessels sunk in the navigable waters of the United States shall provide the appropriate District Engineer with a copy of the sunken vessel report furnished to the U.S. Coast Guard Marine Inspection Office in accordance with Code of Federal Regulations Title 33 Subpart 64.10-1. u) Operations during High Water and Floods in Designated Vulnerable Areas Vessels operating on these waters during periods when river stages exceed the level of “ordinary high water,” as designated on Corps of Engineers navigation charts, shall exercise reasonable care to minimize the effect of their bow waves and propeller washes on river banks; submerged or partially submerged structures or habitations; terrestrial growth such as trees and bushes; and manmade amenities that may be present.
Vessels shall operate carefully when passing close to Levees and other flood protection works, and shall observe minimum distances from banks which may be prescribe from time to time in Notices to Navigation Interests. Pilots should exercise particular care not to direct propeller wash at river banks, levees, revetments, structures or other appurtenances subject to damage from wave action. v) Navigation Lights for Use at All Locks and Dams (1) At locks at all fixed dams and at locks at all movable dams when the dams are up so that there is no navigable pass through the dam, the following navigation lights will be displayed during hours of darkness: (i) Three green lights visible through an arc of 360 degrees arranged in a vertical line on the upstream end of the river (guard) wall unless the intermediate wall extends farther upstream. In the latter case, the lights will be placed on the upstream end of the intermediate wall. (ii) Two green lights visible through an arc of 360 degrees arranged in a vertical line on the downstream end of the river (guard) wall unless the intermediate wall extends farther downstream. In the latter case, the lights will be placed on the downstream end of the intermediate wall. (iii) A single red light, visible through an arc of 360 degrees on each end (upstream and downstream) of the land (guide) wall.
H
SHEET UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT
REGULATIONS PRESCRIBED BY THE SECRETARY OF THE ARMY FOR THE OHIO RIVER ABOVE CAIRO, IL AND ITS TRIBUTARIES
USE, ADMINISTRATION, AND NAVIGATION
x) Buoys at Movable Dams (1) Whenever the river (guard) wall of the lock and any portion of the dam are awash, and until covered by a depth, the limits of the navigable pass through the dam will be marked by buoys located at the upstream and downstream ends of the river (guard) wall, and by a single buoy over the end or ends of the portion or portions of the dam adjacent to the navigable pass over which project depth is not available. A red nun-type buoy will be used for such structures located on the left-hand side (facing downstream) of the river and a green can-type buoy for such structures located on the right-hand side. Buoys will be lighted, if practicable. (2) Where powerhouses or other substantial structures projecting considerably above the level of the lock wall are located on the river (guard) wall, a single red light located on top of one of these structures maybe used instead of river wall buoys prescribed above until these structures are awash, after which they will be marked by a buoy of appropriate type and color (red nun or green can buoy) until covered by a depth of water equal to the project depth. Buoys will be lighted, if practicable. y) Vessels to Carry Regulations A copy of these regulations shall be kept at all times on board each vessel regularly engaged in navigating the rivers to which these regulations apply. Copies may be obtained from any lock office or District
(2) At movable dams when the dam has been lowered or partly lowered so that there is an unobstructed navigable pass through the dam, the navigation lights indicated in the following paragraphs will be displayed during hours of darkness until lock walls and weir piers are awash. (i) Three red lights visible through an arc of 360 degrees arranged in a vertical line on the upstream end of the river (guard) wall. (ii) Two red lights visible through an arc of 360 degrees arranged in a vertical line on the downstream end of the river (guard) wall. (iii) A single red light visible through an arc of 360 degrees on each end (upstream and downstream) of the land (guide) wall. (3) After lock walls and weir piers are awash they will be marked as prescribed in paragraph (x) below. (4) If one or more bear traps or weirs are open or partially open, and may cause a set in current conditions at the upper approach to the locks, this fact will be indicated by displaying a white circular disk 5 feet in diameter, on or near the light support on the upstream end of the land (guide) wall during the hours of daylight, and will be indicated during hours of darkness by displaying a white (amber) light vertically under and 5 feet below the red light on the upstream end of the land (guide) wall.
Engineer’s office on request. Masters of such vessels are encouraged to have on board copies of current edition of appropriate navigation charts. EFFECTIVE 31 JULY 1975
I
SHEET UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT
SECTION 15 That it shall not be lawful to tie up or anchor vessels or other craft in navigable channels in such a manner as to prevent or obstruct the passage of other vessels or craft; or to sink, or permit or cause to be sunk, vessels or other craft in navigable channels; or to float loose timber and logs, or to float what is known as sack rafts of timber and logs in streams or channels actually navigated by steamboats in such manner as to obstruct, impede, or endanger navigation. And whenever a vessel, raft, or other craft is wrecked and sunk in a navigable channel, it shall be the duty of the owner, lessee, or operator of such sunken craft to immediately mark it with a buoy or beacon during the day and a lighted lantern at night, and to maintain such marks until the sunken craft is removed or abandoned, and the neglect or failure of the said owner, lessee, or operator to do so shall be unlawful; and it shall be the duty of the owner, lessee, or operator of such sunken craft to commence the immediate removal of the same, and prosecute such removal diligently, and failure to do so shall be considered as an abandonment of such craft, and subject the same to removal by the United States as hereinafter provided for (30 St. 1152; 33 U.S.C. §409). SECTION 16
That every person and every corporation that shall violate, or that shall knowingly aid, abet, authorize, or instigate a violation of the provisions of sections thirteen, fourteen, and fifteen of this act shall be guilty of a misdemeanor, and on conviction thereof shall be punished by a fine not exceeding twenty-five hundred dollars nor less than five hundred dollars, or by imprisonment (in the case of a natural person) for not less than thirty days nor more than one year, or by both such fine and imprisonment, in the discretion of the court, one-half of said fine to be paid to the person or persons giving information which shall lead to conviction (30 Stat. 1153; 33 U.S.C. §411). And any and every master, pilot, and engineer, or person or persons acting in such capacity, respectively, on board of any boat or vessel who shall knowingly engage in towing any scow, boat, or vessel loaded with any material specified in section thirteen of this Act to any point or place or deposit or discharge in any harbor or navigable water, elsewhere than within the limits defined and permitted by the Secretary of War, or who shall willfully injure or destroy any work of the United States contemplated in section fourteen of this Act, or who shall willfully obstruct the channel of any waterway in the manner contemplated in section fifteen of this Act, shall be deemed guilty of a violation of this Act, and shall upon conviction be punished as hereinbefore provided in this section, and shall also have his license revoked or suspended for a term to be fixed by the judge before whom tried and convicted. And any boat, vessel, scow, raft, or other craft used or employed in violating any of the provisions of sections thirteen, fourteen, and fifteen of this Act shall be liable for the pecuniary penalties specified in this section, and in addition thereto for the amount of the damages done by said boat, vessel, scow, raft, or other craft, which latter sum of the harbor or waterway in which the damage occurred, and said boat, vessel, scow, raft, other craft may be proceeded against summarily by way of libel in any district court of the United States having jurisdiction thereof (30 Stat. 1153; 33 U.S.C. §412).
SECTION 19
(a) That whenever the navigation of any river, lake, harbor, sound, bay, canal, or other navigable waters of the United States shall be obstructed or endangered by an sunken vessel, boat, watercraft, raft, or other similar obstruction, and such obstruction has existed for a longer period than thirty days, or whenever the abandonment of such obstruction can be legally established in a less space of time, the sunken vessel, boat watercraft, raft, or other obstruction shall be subject to be broken up, removed, sold, or otherwise disposed of by the newspaper established nearest to the locality of the obstruction requiring the removal thereof; AND PROVIDED ALSO, That the Secretary of War may, in his discretion, at or after the time of giving such notice, cause sealed proposals to be solicited by public advertisement, giving reasonable notice of less than ten days, for the removal of such obstruction as soon as possible after the expiration of the above specified thirty days’ notice, in case it has not in the meantime been so removed, these proposals and contracts, at his discretion, to be conditioned that such vessel, boat, watercraft, raft, or other obstruction, and all cargo and property contained therein, shall become the property of the contractor, and the contract shall be awarded to the bidder making the proposition most advantageous to the United States; PROVIDED, that such bidder shall give satisfactory security to execute the work; PROVIDED FURTHER, That any money received from the sale of any such wreck, or from any contractor for the removal of wrecks, under this paragraph shall be covered into the Treasury of the United States (30 Stat. 1154; 33 U.S.C. § 414).
EXTRACT FROM THE RIVER AND HARBOR ACT OF 1899
J
SHEET UNITED STATES ARMY CORPS OF ENGINEERS – HUNTINGTON DISTRICT
(b) The owner, lessee, or operator of such vessel, boat, watercraft, raft, or other obstruction as described in this section shall be liable to the United States for the cost of removal or destruction and disposal as described which exceeds the costs recovered under subsection (a). Any amount recovered from the owner, lessee, or operator of such vessel pursuant to this subsection to recover costs in excess of the proceeds from the sale or disposition of such vessel shall be deposited in the general fund of the Treasury of the United States. SECTION 20 (a) That under emergency in the case of any vessel, boat, watercraft, raft, or similar obstruction, sinking or grounding, or being unnecessarily delayed in any Government canal or lock, or in any navigable waters mentioned in section nineteen, in such manner as to stop, seriously interfere with, or specifically endanger navigation, in the opinion of the Secretary of War, or any agent of the United States to whom the Secretary may delegate proper authority, the Secretary of War or any such agent shall have the right to take immediate possession of such boat, vessel, or other watercraft, or raft, so far as to remove or to destroy it and to clear immediately the canal, lock, or navigable waters aforesaid of the obstruction thereby caused, using his best judgment to prevent any unnecessary injury; and no one shall interfere with or prevent such removal or destruction; PROVIDED, That the officer or agent charged with the removal of destruction of an obstruction under this section may in his discretion give notice in writing to the owners of any obstruction requiring them to remove it; AND PROVIDED FURTHER, That the expense of removing any such obstruction as aforesaid shall be a charge against such craft and cargo; and if the owners thereof fall or refuse to reimburse the United States for such expense within thirty days after notification, then the officer or agent or aforesaid may sell the craft or cargo, or any part thereof that may not have been destroyed in removal, and the proceeds of such sale shall be covered into the Treasury of the United States (30 Stat. 1154; 33 U.S.C. §415). (b) The owner, lessee, or operator of such vessel, boat, watercraft, raft, or other obstruction as described in this section shall be liable to the United States for the cost of removal or destruction and disposal as described which exceeds the costs recovered under subsection (a). Any amount recovered from the owner, lessee, or operator of such vessel pursuant to this subsection to recover costs in excess of the proceeds from the sale of disposition of such vessel shall be deposited in the general fund of the Treasury of the United States.
EXTRACT FROM THE RIVER AND HARBOR ACT OF 1899
U.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICTKANAWHA RIVER
U.S. Navigation Lights Land Above Project Pool Arrival Point for LockageDaymarks
Mile Board
Buoys:
Water, with Less Than 9’Depth at Project Pool
Water, with 9’ or More
gSailing Line & Mile Marker
Ordinary High Water ElevationFlowuoys
Can (Green)Nun (Red)
Junction (Red/Green)Hazard (Lighted)
Depth at Project Pool Aerial CrossingPipeline Crossing
Cable Crossing
CHARACTERISTICS OF NAVIGATION LIGHTSLights in the Eighth Coast Guard District show simple characteristics, allocated by color or other
DikeWreck
Restricted Area
DIKE-19.5’
features to the left and right descending banks, see examples below:
Left Descending Bank Right Descending BankF.W. . . . . . . . . . . . . .Fixed White F.W. . . . . . . . . . . . . .Fixed WhiteF.R. . . . . . . . . . . . . . Fixed Red F.G. . . . . . . . . . . . . . Fixed GreenFL(2)W5 G Fl hi Whit FL W4 Fl hi Whit
Fleeting AreaNo Anchorage/Caution Area
Underwater RockFL(2)W5s. . . . . . . . . Group Flashing White FL W4s. . . . . . . . . . . Flashing White
(5 sec., 2 flashes) (4 sec.)FL(2)R5s. . . . . . . . . .Group Flashing Red FL G4s. . . . . . . . . . . .Flashing Green
(5 sec., 2 flashes) (4 sec.)
DAYMARK DESCRIPTIONS
GagesCommercial Docks
Mooring CellsDAYMARK DESCRIPTIONSThere are many standard designations for the appearance and purpose of all daymarks used in the U.S. Waterways System.Below is a description for daymarks used on the Kanawha River, miles 0 – 90.5 (a tributary of the Ohio River) and its tributaries. For all other daymark, buoy, or navigation light descriptions on the Kanawha River that are not shown here, refer to the most current United States Coast Guard Light List for the Mississippi River System by visiting: http://www.navcen.uscg.gov/pubs/lightlists/2008volume5.pdf.
Mooring BuoysFederal Mooring Cells
Ties (Tri/Quad)
Designations:1. First letter – Shape or purpose
S: Square used to mark the port (left) side of channels when proceeding from seaward.T: Triangle used to mark the starboard (right) side of channels when proceeding from seaward.
2 Second letter – Key Color Example:
IntakeOutfall Pipe
Launching Ramp
Description:This daymark has a red light that flashes 2times every 5 seconds and is situated both
2. Second letter – Key ColorG – Green R – Red
Descriptions:SG: Square green daymark with a green reflective border.TR: Triangular red daymark with a red reflective border
Example:Dock or Marina
U.S. Coast Guard StationTank
REVISED DECEMBER 2012 SHEET KLEGEND
up and down on the left descending bankat mile 16.0.
TR: Triangular red daymark with a red reflective border.(U): Situated Up (D): Situated Down
Tower
8
1
6
73
9
2
4
5
11
10 1812
1614 17
15
1913
243626
31
2028
2333
35
25
27
34
302921
37
22
3224A
19
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 SHEET LCHART INDEX
³³
15,000 0 15,0007,500Feet
PointPleasant
Henderson
AmbrosiaBrighton
LeonArbuckle
Robertsburg
Buffalo
Pliny
Fraziers Bottom
RumerEleanor
Red House
Winfield
RiversidePlymouth
BancroftBlack Betsy
Pocatalico River
Raymond City
Poca
Nitro
Sattes
St Albans Coal R
iver
St Albans
Mandyville
Sattes
Coal River
InstituteDunbar South Charleston
Charleston
Kanawha City
Riverview
;
West VirginiaState Capitol
Blackhawk
South Malden
MaldenRand
Elk R
iver
Dupont CityLower Belle
MARMET DAMMarmet Chesapeake
BelleWitcher
Chelyan
ShrewsburyMonarch
Coalburg
East Bank
Cedar GroveGlasgow
Hugheston
PrattHansford LONDON DAM
London
HandleyMontgomery
Smithers
Mt Carbon
BoomerAlloy
WINFIELD DAM
See Kanawha River TributaryChart 24A for Elk River
END OF NAVIGATION
NOTE:THE NUMBERS SHOWN ON THIS MAP INDEXCORRESPOND WITH THE NUMBERS OF INDIVIDUALNAVIGATION CHARTS, AS INDICATED.
WEST VIRGINIA
WEST VIRGINIA
WEST VIRGINIA
WEST VIRGINIA
OHIO
OHIO
RIVE
R
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n Cou
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Coun
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wha C
ounty
Putna
m Co
unty
Kanawha CountyFayette County
Scale: 1" = 15,000'
SILVER MEMORIAL HIGHWAY BRIDGE (LOOKING DOWNSTREAM)
ELEVATION OF LOW STEEL 607.52’ VERTICAL CLEARANCE AT POOL STAGE 69.52’ VERTICAL CLEARANCE AT 1913 & 1937 HIGH WATER 30.8’ HORIZONTAL CLEARANCE 870.0’
BARTOW JONES HIGHWAY BRIDGE BALTIMORE & OHIO RAILWAY BRIDGE (LOOKING DOWNSTREAM) (LOOKING DOWNSTREAM)
ELEVATION OF LOW STEEL 615.2’ ELEVATION OF LOW STEEL 604.0’ VERTICAL CLEARANCE AT POOL STAGE 77.2’ VERTICAL CLEARANCE AT POOL STAGE 66.0’ VERTICAL CLEARANCE AT 1913 & 1937 HIGH WATER 45.2’ VERTICAL CLEARANCE AT 1913 & 1937 HIGH WATER 27.3’ HORIZONTAL CLEARANCE 600.0’ HORIZONTAL CLEARANCE 459.6’
AERIAL POWER CROSSING CLEARANCE
No. TYPE ELEV. LOW POINT OF SAG PROJECT POOL 1861 HIGH WATER
Television 608.7’ 71.3’ 18.6’
Power 629.7' 92.3' 39.6'
Power 627.0' 89.0' 50.2' 1
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38° 49' 00" N
82° 06' 30" W
82° 07' 30" W
38° 49' 30" N
82° 09' 00" W
38° 50' 30" N
82° 08' 30" W
82° 08' 00" W
38° 50' 00" N
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
OHIO
RIVE
R
OHW541.2
82° 07' 00" W
38° 49' 00" N
82° 06' 30" W
82° 07' 30" W
38° 49' 30" N
82° 09' 00" W
38° 50' 30" N
82° 08' 30" W
82° 08' 00" W
38° 50' 00" N
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
OHIO
RIVE
R
OHW541.2
82° 07' 00" W
A
A
B
B
C
C
D
DE
E
F
F
G
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HH I
I
JKJ
K
L
L
M
M
N
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N
O
P
P
ARBU
CKLE C
R
WILLOW CR
U.S.G.S. GAGEZERO ELEV. 514.1' P.P. READS 23.9'FLOOD STAGE40.0' CR
OOKE
D CR
1
12
45
2
4
5
6
6
M/G TRANSPORT AND REPAIR YARD(O-KAN HARBOR)(2 FLASHING GREEN LIGHTS)POINT PLEASANT (RIVER FRONT PARK)AMHERST MADISON INC.(REPAIR FLEET)AMHERST MADISON INC.(CROOKED CREEK HARBOR)CITY OF POINT PLEASANT (LAUNCHING RAMP)AMHERST MADISON INC.(PIER FLEET POINT PLEASANT)AMHERST MADISON INC.(DRY DOCK)A.E.P. (I&M FLEET #4)AMHERST MADISON INC.(LOWER MAIN FLEET)
A.E.P. (I&M FLEET #3)A.E.P. (I&M FLEET #2)AMHERST MADISON INC.(UPPER MAIN FLEET)A.E.P. (I&M FLEET #1)AMHERST MADISON INC.(WOMMER FLEET)RIVER BEND MARINA (INACTIVE)AMHERST MADISON INC.(LOWER TWO MILE FLEET) MA
TCHL
INE
CHAR
T NO.
2
NOTE:*MILE 0.0 - 3.0; CONGESTED REACH - FLEETING AREASALONG BOTH LEFT AND RIGHT DESCENDING BANKS*MILE 0.9; AERIAL POWER CROSSING - MAY APPEAR AS"GHOST" ON RADAR
2
35
35
7
35
2
2
2 62
FL(2) R 6s
ARBUCKLE CREEK LIGHT& DAYMARKS FL(2)R 5sTR(D) TR(U) 1.3
WEST VIRGINIAMASON COUNTY
POINTPLEASANT
KANAUGA
OHIOGALLIA
COUNTY
HENDERSON
ICE PIERSRIVER PIERS +10'MIDDLE PIER +6.1'LAND PIER +6.7'H.W. BUOY
NOTE:OLD U.S. LOCK & DAM NO. 11, MILE 1.8 NAVIGABLE PASS 25.85FEET BELOW PROJECT POOL. CHANOINE WEIR 21.35 FEETBELOW PROJECT POOL. RIVER WALL, PIER, AND UPPER GUARDCRIB REMOVED TO 15 FEET BELOW PROJECT POOL. LAND WALL& ABUTMENT REMOVED TO 12' BELOW PROJECT POOL.
NOTE:THE REACH OF THE KANAWHA RIVER FROM MILE 0.0TO MILE 2.0 IS A CONGESTED SECTION OF THE WATERWAYAND IS SUBJECT TO MOORING RESTRICTIONS AS SPECIFIEDIN THE SECTION 15 OF THE RIVER AND HARBOR ACT OF 1899 ANDTHE REVISED REGULATIONS PRESCRIBED BY THE SECRETARYOF THE ARMY PURSUANT TO SECTION 7 OF THE RIVER ANDHARBOR ACT OF 1917.
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
NOTE:SEE OPPOSITE PAGE FOR CLEARANCE DATAPERTAINING TO AERIAL CROSSINGS ANDBRIDGES.
3
3
SILVER MEMORIAL HIGHWAY BRIDGEBARTOW JONES HIGHWAY BRIDGEAERIAL TELEVISION CROSSINGAERIAL POWER CROSSINGBALTIMORE AND OHIO RAILROAD BRIDGEAERIAL POWER CROSSING
0
2
1
266
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 11,000 0 1,000 Feet
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82° 0
2' 30
" W82
° 02'
30" W
38° 48' 00" N
38° 49' 00" N
82° 04' 30" W
82° 06' 30" W
82° 05' 30" W
82° 05' 00" W
82° 06' 00" W38° 48' 30" N
82° 04' 00" W
38° 49' 30" N
PROJECT POOL ROBERT C. BYRD ELEV 538.0
38° 48' 00" N
38° 49' 00" N
82° 04' 30" W
82° 06' 30" W
82° 05' 30" W
82° 05' 00" W
82° 06' 00" W38° 48' 30" N
82° 04' 00" W
38° 49' 30" N
PROJECT POOL ROBERT C. BYRD ELEV 538.0
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
FIVEMILE CR
THREEMILE CR
A
B
C
P
AB
C
MATCHLINE CHART NO. 1
TWO MILE CR
THREE MILE CR
35
MATC
HLIN
E CH
ART N
O. 3
JIM HOOFF LIGHT FLG 4s &DAYMARKS SG(D) SG(U) 4.2
AMHERST MADISON INC. (LOWERTWO MILE FLEET, ON CHARTNO. 1)AMHERST MADISON INC. (MIDDLETWO MILE FLEET)AMHERST MADISON INC. (UPPERTWO MILE FLEET)
4
3
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 21,000 0 1,000 Feet
³
AERIAL POWER CROSSING CLEARANCE
No. TYPE ELEV. LOW POINT OF SAG PROJECT POOL 1861 HIGH WATER
Power 640.0’ 102.0’ 63.0’ 1
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####
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38° 47' 30" N
38° 48' 00" N
38° 47' 00" N
82° 04' 30" W
82° 04' 00" W
82° 03' 30" W
82° 03' 00" W
82° 02' 30" W
38° 48' 30" N
82° 0
2' 00
" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
OHW542.0
38° 47' 30" N
38° 48' 00" N
38° 47' 00" N
82° 04' 30" W
82° 04' 00" W
82° 03' 30" W
82° 03' 00" W
82° 02' 30" W
38° 48' 30" N
82° 0
2' 00
" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
OHW542.0AMBROSIA MACHINE DOCK
AERIAL POWER CROSSING1
B
B
1
ROCKCASTLE CR
MATC
HLIN
E CH
ART N
O. 4
MATCHLINE CHART NO. 2
NOTE:SEE OPPOSITE PAGE FOR CLEARANCE DATAPERTAINING TO AERIAL CROSSINGS.NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
BRIGHTON LIGHT FLG4s &DAYMARKS SG(D) SG(U) 6.2
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62
62
35
A
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AMBROSIA
BRIGHTON
7
6
5
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 31,000 0 1,000 Feet
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####
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81° 58' 30" W81° 58' 30" W
38° 47' 00" N
38° 46' 00" N
38° 46' 30" N
82° 02' 00" W
82° 01' 30" W
82° 0
2' 30
" W
82° 00' 00" W
82° 00' 30" W
81° 59' 30" W
82° 01' 00" W
38° 47' 30" N
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
38° 47' 00" N
38° 46' 00" N
38° 46' 30" N
82° 02' 00" W
82° 01' 30" W
82° 0
2' 30
" W
82° 00' 00" W
82° 00' 30" W
81° 59' 30" W
82° 01' 00" W
38° 47' 30" N
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
UPPER NINE MILE CR
NINE M
ILE CR
A
NINE MILE CREEK FL(2)R 5s &DAYMARKS TR(D) TR(U) 8.1
TEN MILE CREEK DAYMARKSSD(D) SG(U) 9.6
EIGHT MILE CR
62
62
35
MATCHLINE CHART NO. 5
MATCHLINE CHART NO. 5
MATCHLINE CHART NO. 3
NOTE:MILE 10, TEN MILE CREEK - ONE WAYTRAFFIC SUGGESTED; UPBOUND TOWS CALL ATNINE MILE CREEK, DOWNBOUND TOWS CALL ATPOND GUT LIGHT.
98
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 41,000 0 1,000 Feet
³
AERIAL POWER CROSSING CLEARANCE
No. TYPE ELEV. LOW POINT OF SAG PROJECT POOL 1861 HIGH WATER
Power 657.0' 119.0’ 80.0'
Power 644.8' 106.8' 67.8'
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38° 4
5' 30"
N
38° 4
5' 00"
N
81° 58' 30" W
38° 4
7' 00"
N
81° 59' 00" W
81° 59' 30" W
38° 4
6' 30"
N
38° 4
6' 00"
N
81° 58' 00" W
81° 57' 30" W
OHW542.6
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
38° 4
5' 30"
N
38° 4
5' 00"
N
81° 58' 30" W
38° 4
7' 00"
N
81° 59' 00" W
81° 59' 30" W
38° 4
6' 30"
N
38° 4
6' 00"
N
81° 58' 00" W
81° 57' 30" W
OHW542.6
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
1 2
12
TENMILE CR
MATC
HLIN
E CH
ART N
O. 6
MATCHLINE CHART NO. 4
MATCHLIN
E CHART NO. 4
62
62
62
TEN MILE CREEK DAYMARKSSD(D) SG(U) 9.6
POND GUT LIGHT FL(2)R5s &DAYMARKS TR(D) TR(U) 10.9
NOTE:SEE OPPOSITE PAGE FOR CLEARANCE DATAPERTAINING TO AERIAL CROSSINGS.
NOTE:MILE 10, TEN MILE CREEK - ONE WAYTRAFFIC SUGGESTED; UPBOUND TOWS CALL ATNINE MILE CREEK, DOWNBOUND TOWS CALL ATPOND GUT LIGHT.
AERIAL POWER CROSSINGS
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
POND BR
ELEVENMILE CR
11
10
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 51,000 0 1,000 Feet
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38° 4
4' 30"
N
38° 4
4' 00"
N
38° 4
3' 30"
N
38° 4
5' 00"
N 81° 56' 30" W
81° 58' 00" W
81° 56' 00" W
38° 4
3' 00"
N
81° 57' 30" W
81° 57' 00" W
81° 58' 30" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
38° 4
4' 30"
N
38° 4
4' 00"
N
38° 4
3' 30"
N
38° 4
5' 00"
N 81° 56' 30" W
81° 58' 00" W
81° 56' 00" W
38° 4
3' 00"
N
81° 57' 30" W
81° 57' 00" W
81° 58' 30" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
CR
THIRT
EENM
ILE
LEON
LITTLE SIXTEENMILE CR
UPPER NINE MILE CR
A
A
TEN MILE CREEK DAYMARKS
SD(D) SG(U) 9.6
62
62
62
MATCHLINE CHART NO. 5
MATCHLINE CHART NO. 5
MATC
HLINE
CHAR
T NO.
7
LITTLE SIXTEEN DAYMARKSSG(D) SG(U) 12.0
VILLAGE OF LEON (LAUCHING RAMP)
NOTE:MILE 10, TEN MILE CREEK - ONE WAYTRAFFIC SUGGESTED; UPBOUND TOWS CALL ATNINE MILE CREEK, DOWNBOUND TOWS CALL ATPOND GUT LIGHT.
14
13
12
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 61,000 0 1,000 Feet
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38° 4
2' 30
" N
38° 4
2' 00
" N
38° 4
1' 30
" N
38° 4
3' 00
" N
81° 58' 00" W
81° 57' 30" W
81° 57' 00" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0OHW543.3
38° 4
2' 30
" N
38° 4
2' 00
" N
38° 4
1' 30
" N
38° 4
3' 00
" N
81° 58' 00" W
81° 57' 30" W
81° 57' 00" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0OHW543.3
A
A
MATC
HLIN
E CH
ART N
O. 8
MATCHLINE CHART NO. 6
MAUPIN LANDING LIGHT FL G4s &DAYMARK SG(D) SG(U) 14.6
62
62
35
35
NOTE:*MILE 16.0; SHEET PILE CELLS NEAR RIGHTDESCENDING BANK MAY BE USED FOR MOORINGDURING FLOOD CONDITIONS.
AMERICAN ELECTRIC POWER(ARBUCKLE CELLS)(FLG 6s) ARBUCKLE SHOALS LIGHT
FL(2)R 5s & DAYMARKSTR(U) TR(D) 16.0
SIXTEENMILE CR
ARBUCKLE
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
16
15
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 71,000 0 1,000 Feet
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38° 4
1' 00
" N
38° 4
0' 30
" N
38° 4
0' 00
" N
38° 3
9' 30
" N
81° 57' 30" W
81° 57' 00" W
81° 58' 00" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
38° 4
1' 00
" N
38° 4
0' 30
" N
38° 4
0' 00
" N
38° 3
9' 30
" N
81° 57' 30" W
81° 57' 00" W
81° 58' 00" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
PUTNAM CO
MASON CO
MASON COPUTNAM CO
EIGHTEENMILE CR
ROBERTSBURG
PINCH GUT CR
WALL - 11.3'
A
BC
D
EF
G
M/G TRANSPORT AND REPAIR YARD
POINT PLEASANT (RIVER FRONT PARK)AMHERST MADISON INC.(REPAIR FLEET)
AERIAL POWER CROSSINGS1 2
A VALLEY BROOK CONCRETE-SHAMBLIN STONE, INC.(ROBERSTSBURG OFFICE)
A
62
62
35
35
MATCHLINE CHART NO. 7
MATC
HLINE
CHAR
T NO.
9
INDIAN ROCKS LIGHT FLG 4s &DAYMARKS SG(D) SG(U) 17.5
NOTE:OLD U.S. LOCK & DAM NO. 10, MILE 19.2. NAVIGABLEPASS 18.85 FEET BELOW PROJECT POOL. RIVER WALL, PIERAND UPPER GUARD CRIB REMOVED TO 15 FEET BELOW PROJECTPOOL. CHANOINE WEIR 14.35 FEET BELOW PROJECT POOL.ABUTMENT REMOVED TO 12 FEET BELOW PROJECT POOL.LAND WALL 0.85 FEET BELOW PROJECT POOL.
19
1817
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 81,000 0 1,000 Feet
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####
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81° 57' 30" W81° 57' 00" W
81° 58' 00" W38° 37' 30" N
38° 38' 00" N
38° 38' 30" N
38° 39' 00" N
81° 58' 30" W
81° 59' 00" W81° 59' 30" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
OHW544.3
81° 57' 30" W81° 57' 00" W
81° 58' 00" W38° 37' 30" N
38° 38' 00" N
38° 38' 30" N
38° 39' 00" N
81° 58' 30" W
81° 59' 00" W81° 59' 30" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
OHW544.3
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
MASON CO
PUTNAM CO
CROSS CR
FIVE AND TWENTY MILE CREEK
MATC
HLIN
E CH
ART N
O. 10
MATC
HLIN
E CH
ART N
O. 10
MATCHLINE CHART
MATCHLINE CHART NO. 8
62 62
35
35
DAM NO. 10 LIGHT FL G4s &DAYMARKS SG(D) SG(U) 19.2
CROSS CREEK LIGHT FL G4s &DAYMARKS SG(D) SG(U) 21.4
NOTE:OLD U.S. LOCK & DAM NO. 10, MILE 19.2. NAVIGABLEPASS 18.85 FEET BELOW PROJECT POOL. RIVER WALL, PIERAND UPPER GUARD CRIB REMOVED TO 15 FEET BELOW PROJECTPOOL. CHANOINE WEIR 14.35 FEET BELOW PROJECT POOL.ABUTMENT REMOVED TO 12 FEET BELOW PROJECT POOL.LAND WALL 0.85' BELOW PROJECT POOL.
21
20
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 91,000 0 1,000 Feet
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82° 00' 00" W
38° 37' 30" N
38° 36' 30" N
38° 36' 00" N
38° 37' 00" N
81° 59' 00" W 38° 35' 30" N
81° 58' 30" W
81° 59' 30" W
82° 00' 30" WPROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
24
82° 00' 00" W
38° 37' 30" N
38° 36' 30" N
38° 36' 00" N
38° 37' 00" N
81° 59' 00" W 38° 35' 30" N
81° 58' 30" W
81° 59' 30" W
82° 00' 30" WPROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
24
MASON CO
PUTNAM CO
EIGHT
EENM
ILE CR
BUFFALO
PLINY
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
A
62
62
62
62
3535
CITY OF BUFFALO (LAUNCHING RAMP)A
MATCHLINE CHART NO. 9
MATC
HLIN
E CH
ART N
O. 11
HANDLEY LANDING LIGHT FL(2)R5s &DAYMARKS TR(D) TR(U) 23.9
KNOB SHOALS LIGHT FL(2)R5s &DAYMARKS TR(D) TR(U) 22.8
62
MATCHLINE CHART NO. 11
23
2224
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 101,000 0 1,000 Feet
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BUFFALO HIGHWAY BRIDGE (LOOKING DOWNSTREAM)
ELEVATION OF LOW STEEL 604.3’ VERTICAL CLEARANCE AT POOL STAGE 66.0’ VERTICAL CLEARANCE AT 1913 HIGH WATER 30.2’ HORIZONTAL CLEARANCE 500.0’
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####
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81° 59' 30" W38° 34' 30" N
82° 00' 00" W
38° 35' 00" N
82° 00' 30" W 38° 34' 00" N
38° 35' 30" N
82° 01' 00" W
81° 58' 30" W
81° 59' 00" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
OHW545.2
81° 59' 30" W38° 34' 30" N
82° 00' 00" W
38° 35' 00" N
82° 00' 30" W 38° 34' 00" N
38° 35' 30" N
82° 01' 00" W
81° 58' 30" W
81° 59' 00" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
OHW545.2
NOTE:* MILE 25.5 - 31.1; CAUTION SUGGESTED - SHALLOW WATER EXISTS WHEN RIVER IS ATOR NEAR PROJECT POOL.
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
FRAZIERS BOTTOM
WALL +5.6
ELEANOR
AERIAL POWER CROSSING
1
1
1
LITTLE BUFFALO CR
FIVE AND TWENTY MILE CREEK
MATCHLINE CHART NO. 10
MATC
HLIN
E CH
ART N
O. 12
MATCHLINE CHART NO. 12
35
62
62
62
NOTE:SEE OPPOSITE PAGE FOR CLEARANCE DATAPERTAINING TO BRIDGES.
NOTE:SEE OPPOSITE PAGE FOR LOCK INFORMATIONAND CLEARANCE DATA PERTAINING TO AERIALCROSSINGS.
BUFFALO HIGHWAY BRIDGE
NOTE:OLD U.S. LOCK & DAM NO. 9, MILE 25.5.RIVER WALL, PIER, CHANOINE WEIR ANDUPPER GUARD CRIB REMOVED TO 15 FEETBELOW PROJECT POOL. LAND WALL 5.6FEET ABOVE PROJECT POOL. NAVIGABLEPASS REMOVED TO 12.6 FEET BELOWPROJECT POOL.
817
817
24
25
26
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 111,000 0 1,000 Feet
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38° 32' 00" N
38° 33' 00" N
81° 58' 30" W
38° 33' 30" N
38° 32' 30" N
81° 59' 00" W
81° 58' 00" W
81° 57' 30" W
38° 34' 00" N
81° 56' 30" W
81° 57' 00" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
38° 32' 00" N
38° 33' 00" N
81° 58' 30" W
38° 33' 30" N
38° 32' 30" N
81° 59' 00" W
81° 58' 00" W
81° 57' 30" W
38° 34' 00" N
81° 56' 30" W
81° 57' 00" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0
RUMER
HURRICANE CRNOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
NOTE:* MILE 25.5 - 31.1; CAUTION SUGGESTED - SHALLOW WATER EXISTS WHEN RIVER IS ATOR NEAR PROJECT POOL.
A
A
1A
WINFIELD
HIGHWAY BRIDGE
TOWN OF W
INFIELD
MUNICIPLE INTAKE
MATCHLINE CHART NO. 13
MATCHLINE CHART NO. 11
MIDWAY LIGHT FL G4s &DAYMARKS SG(D) SG(U) 26.9
62
62
35
35
CR
BUFF
ALO
MATCHLINE CHART NO. 11
VINTROUX LIGHT FL(2)R5s &DAYMARKS TR(D) TR(U) 28.3
KANAWHA MANUFACTURING(BUFFALO PLANT)
MATC
HLIN
E CH
ART N
O. 13
27
28
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 121,000 0 1,000 Feet
³
AERIAL POWER CROSSING CLEARANCE
No. TYPE ELEV. LOW
POINT OF SAG PROJECT
POOL 1861 HIGH WATER Power 640.0’ 102.0’ 45.8’
NOTE: Ordinary high water lower gage – 16.8. Maximum locking stage 39.0’ lower gage.
WINFIELD LOCKS and DAM
MILE 31.1 LEGEND FLOATING MORRING BIT LADDERS – Black & White striped. Distance in feet from gate.
UPPER GAGE: ZERO ELEV. 548.0 P.P. READS 18.0 LOWER GAGE: ZERP ELEV. 529.0 P.P. READS 9.0
LAND WALL 33’ LOCK 56’x360’ INT. WALL 32’
LOCK 56’x360’ RIVER WALL 28’
RIVER WALL 15’ LOCK 110’x800’ LAND WALL 20’
+61’ TOP OF BRIDGE
+39.5’ BOTTOM OF ROLLERS - RAISED
+38.5’ BOTTOM OF BRIDGE
+18’ TOP OF ROLLERS - RAISED
OPERATING HOUSES
6 ROLLER GATES 100’-3 ½” LONG BETWEEN PIERS +74’ 676’ - 9”
U.P. 18’ UPPER GAGE
MITER SILL = ZERO UPPER GAGE
NOTE: The top of the miter gate sills in the landward and riverward locks are: Upper – 548.0 feet m.s.l. Lower – 526.0 feet m.s.l. The top of the miter gate sills in lock are: Emergency – 548.0 feet m.s.l. Upper – 520.0 feet m.s.l. Lower – 520.0 feet m.s.l.
A B
B
A
RIVER WALL PIER HOUSE
-8’
+23’
HYDRO-ELECTRIC POWER PLANT
A
B
1
PROJECT POOL WINFIELD DAM ELEV. 556.0 FLOW
K A N A W H A R I V E R
PROJECT POOL ROBERT C. BYRD DAM ELEV. 538.0
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38° 32' 00" N
38° 31' 30" N
81° 56' 30" W
81° 56' 00" W
81° 55' 00" W
38° 32' 30" N81° 54' 30" W
81° 57' 00" W
38° 31' 00" N
81° 55' 30" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0 OHW545.7
38° 32' 00" N
38° 31' 30" N
81° 56' 30" W
81° 56' 00" W
81° 55' 00" W
38° 32' 30" N81° 54' 30" W
81° 57' 00" W
38° 31' 00" N
81° 55' 30" W
PROJECT POOL ROBERT C. BYRD DAM ELEV 538.0 OHW545.7
ELEANOR
AERIAL POWER CROSSING
LITTLE HURRICANE CR
1
1
REST
RICTE
DAR
EA
LITTLE BUFFALO CR
REST
RICTE
DAR
EA
TUCKER BR
MATC
HLIN
E CH
ART N
O. 12
MATCHLINE CHART NO. 12
MATCHLINE CHART NO. 14
NOTE:2 FLASHING GREEN LIGHTS AND 2 WHITE/YELLOW STRIPEREFLECTIVE PANELS ARE LOCATED ON TOP OF THECOFFERDAMS BELOW LOCKS.
NOTE:THE REACH OF THE KANAWHA RIVER FROM MILE 28.0 TOMILE 33.0 IS A CONGESTED SECTION OF THE WATERWAYAND IS SUBJECTED TO MOORING RESTRICTIONS AS SPECIFIED IN SECITON 15 OF THE RIVER AND HARBORACT OF 1899 AND THE REVISED REGULATIONS PRESCRIBEDBY THE SECRETARY OF THE ARMY PURSUANT TO SECTIONS7 OF THE RIVER AND HARBOR ACT OF 1917.
NOTE:*MILE 29.5; OAK FOREST LIGHT - CALL WINFIELDLOCKS FOR LOCKING INFORMATION; MOORINGAREAS FOR WAITING ARE NEAR LEFT AND RIGHTDESCENDING BANKS.
NOTE:WHEN THE RIVER LEVEL IS ABOVE THE ORDINARYHIGH WATER ELEVATION, ALL VESSELS SHOULD BEOPERATING NEAR THE SAILING LINE TO PREVENTDAMAGE TO RIVER BANKS AND STRUCTURES SITUATEDTHEREON OR ADJACENT THERETO (SEE 33 CFR 207.300(U)).
WINFIELD DAM LIGHT FL(2)R 5s& DAYMARK TR(D) TR(U) 30.5
6227 35
62
34
62
62
62
NOTE:SEE OPPOSITE PAGE FOR LOCK INFORMATIONAND CLEARANCE DATA PERTAINING TO AERIALCROSSINGS.
OAK FOREST DAYMARKSTR(D) TR(U) 29.6
817
817
817
WINFIELD DAM MILE 31.1
MAX. LOCKING STAGE, LOWER GAGE 39.0 FT NORMAL POOL, LOWER GAGE 9.0 FT
OHW, LOWER GAGE 16.8 FT TELEPHONE (304)586-2501
29
30
31
KANAWHA RIVERU.S. ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT
REVISED DECEMBER 2012 CHART NO.SCALE : 1" = 1000' 131,000 0 1,000 Feet
³
December 2012
Page 1Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
KANAWHA RIVER COMMERCIAL DOCKS
0.2L Henderson Amherst Madison Inc. None None None Fleeting Harbor(Repair Fleet)(304) 926-1140
0.3R Pt. Pleasant Amherst Madison Inc. None None None Fleeting Harbor(Crooked Creek Harbor) (304) 926-1140
0.4L Henderson Amherst Madison Inc. None None None Fleeting Harbor(Pier Fleet Point Pleasant)(304) 926-1140
0.5L Henderson Amherst Madison Inc. None None None Fleet Harbor / Dry Dock(Dry Dock)(304) 926-1140
0.5R Pt. Pleasant A.E.P. None None None Fleeting HarborI & M Fleet # 4(304) 926-1140
0.9L Henderson Amherst Madison Inc. None None None Fleeting Harbor(Lower Main Fleet)(304) 926-1140
December 2012
Page 2Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
1.1R Pt. Pleasant A.E.P. None None None Fleeting HarborI & M Fleet # 3(304) 926-1140
1.3R Pt. Pleasant A.E.P. None None None Fleeting HarborI & M Fleet # 2(304) 926-1140
1.3L Henderson Amherst Madison Inc. None None None Fleeting Harbor(Upper Main Fleet)(304) 926-1140
1.4R Pt. Pleasant A.E.P. None None None Fleeting HarborI & M Fleet # 1(304) 926-1140
1.6L Henderson Amherst Madison Inc. None None None Fleeting Harbor(Wommer Fleet)(304) 926-1140
2.2R Pt. Pleasant Amherst Madison Inc. None None None Fleeting Harbor(Lower Two Mile Fleet)(304) 926-1140
2.5R Pt. Pleasant Amherst Madison Inc. None None None Fleeting Harbor(Middle Two Mile Fleet)(304) 926-1140
December 2012
Page 3Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
2.8R Pt. Pleasant Amherst Madison Inc. None None None Fleeting Harbor(Upper Two Mile Fleet)(304) 926-1140
5.3R Pt. Pleasant Ambrosia Machine None None None (Inactive)(304) 675-1722
16.3R Robertsburg A.E.P. None None None Mooring Cells(Arbuckle Cells)(304) 675-4709
18.4R Robertsburg Valley Brook Concrete ---- None None None Unloading is Preformed by Shamblim Stone Inc. Crane and Spud Barge(Roberstsburg Office)(304) 937-3410
28.1R Eleanor Kanawha Manufacturing Structural None None Steel Piling Dock(Buffalo Plant) Fabrication of (Inactive)
Steel Products
31.1 Red House U.S. Army Corps of EngineerWinfield Lock and Dam(304) 586-2501
35.7R Plymouth Amherst Madison Inc. None None None Fleeting Harbor(Plymouth Fleet)(304) 926-1140
December 2012
Page 4Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
37.6R Black Betsy Reiss Viking None Yes None Embedded Barge and(Black Betsy Dock) Overhead Crane Structure(304) 586-0958
38.6L Scary John Amos Plant None None None Steel Sheet Pile Mooring (Heavy-Lift and Rock Dock) Cells(304) 759-3112 Unit # 2
39.1R POCATALICO (see sheet 14) RIVER
39.5L Scary John Amos Plant) Fuel Oil None Gantry Crane Steel Sheet Pile Mooring (Fuel Oil Dock) Cells(304) 759-3112 Unit # 2
40.1R Poca West Virginia Paving Sand & None Crane and Loading and Unloading (304) 755-3217 (Poca) Gravel Conveyor Dock
40.7R Poca Kanawha Stone Alum. Nitrate, None Crane and Embedded Barge (Inactive)(Rock Branch) Limestone, Conveyor(304) 755-8271 Gravel
40.7L Poca Greer Industries Rock None None Unloading is Preformed by (304) 755-2809 Crane and Spud barge
December 2012
Page 5Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
41.1L Scary Rumble Ready Mix Dock # 1 (304) 755-2595
41.6L Scary Arrow Concrete Sand, None Crane and Cells, Loading and(304) 755-5300 and Gravel conveyor Unloading Dock
41.7L Scary Amherst Madison Inc. Sand, Gravel None None Spud BargeTeays Dock and Slag(304) 926-1140
42.4R Nitro Flexsys American L. P. Chemicals None Pipeline Steel Sheet Pile Mooring (304) 759-4400 Cells
42.7R Nitro Par Industrial Coal & Acid None Crane & Steel Sheet Pile Mooring FMC Corp. pipeline Cells (Inactive)
43.0R Nitro Visco Dock Unloading Dock (Inactive)
43.2R Nitro Brenntag Mid-South Inc. Coal, Acid None Crane & Wood Piles & Steel Sheet (304) 755-8622 Liquid Sulphur Pipelines Mooring Cells
43.2L Nitro Shamblin Stone, Inc. Sand & Gravel None Derrickboat & Tri-Ties(Scary Creek Yard) crower crane(304) 755-3482
December 2012
Page 6Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
44.4 L St. Albans American Asphilt Inc.(304) 727-6197
44.8L St. Albans Peerless Block Company Sand & Gravel None Crane Wood Mooring Piles(304) 727-4301
45.2L St. Albans Go Mart Terminal Petroleum None Pipeline Two Mooring Piles(304) 727-5423 Products
46.6R Nitro R. J. Recycling Scrap Metal None Traveling crane Dock & Wood Mooring (Nitro Yard) Piles(304) 727-8251
47.8R Institute Kirby Towing Chemicals None None Fleeting Area(Western Fleet)(304) 727-1091
48.5R Institute Martin Marietta Chemicals None Pipeline Steel Sheet Pile Mooring Aggregates (Institute Yard) Cells(304) 727-4314
49.0R Institute Bayer Cropscience Chemicals None Crane Steel Sheet Pile Mooring (304) 767-6279 Cells
49.1R Institute Bayer Cropscience Chemicals None Crane Steel Sheet Pile Mooring (304) 767-6279 Cells
49.3R Institute Bayer Cropscience None None Pipeline Steel Sheet Pile Mooring (304) 767-6279 Cells
December 2012
Page 7Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
50.2R Dunbar WV. Paving Co. (Dumbar) Sand, Gravel None Crawler crane Embedded Barge Anchored (304) 755-3217 and Slag by Steel Piling
52.3R Dunbar River Service None None None New Docks - Dock Repair(304)9892774 and Boat Repair
53.1R Wilson Island Shamblin Stone Inc. Sand & gravel None Derrick boat & Loading and Unloading(Wilson Island) Crawler Crane(304) 766-7316
53.6L South South Charleston Indusial ParkCharleston (304) 744-1551
53.8L South Clearon Corp. Chemicals None Crane Loading and UnloadingCharleston (304) 746-3080
54.1R North Amherst Madison Inc. None None None Steel Sheet Pile Mooring Charleston (Tyler Fleet) Cells
(304) 926-1140
54.5L South Amherst Madison Inc. None None Pipeline Steel Sheet Pile Mooring Charleston (Old Lock # 6 Fleet) Cells
(304) 926-1140
54.9L South Amherst Madison Inc. Charleston (Back Channel)
(304) 926-1140
54.9R North Dow Chemicals Dock Chemicals None Pipeline Loading platforms, two pile Charleston (Back Channel) cluster and two steel cells
December 2012
Page 8Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks(304) 747-2969
54.9R North Dow Chemicals Dock # 1 Chemicals None Pipeline Loading platforms, two pile Charleston Distribution Center cluster and two steel cells
(304) 747-2969
55.2R North Dow Chemicals Dock # 2 Gasoline and None Pipeline Steel Sheet Pile Mooring Charleston (304) 747-2381 Chemicals Cells and Unloading Barge
55.3R North Dow Chemicals Dock # 3 Chemicals None Pipeline Steel Sheet Pile Mooring Charleston (304) 747-2493 Cells and Unloading Barge
55.4L Blaine Island Bayer Material Science Chemicals None Pipeline Steel Sheet Pile Mooring (304) 455-4400 Cells and Unloading Barge
55.6R North Chevron U.S.A.Inc. None None Pipeline Cell and TRI - TiesCharleston
56.8L Charleston Cemex Cement None Truck crane Loading Dock & Mooring (304) 345-2031 and pipeline Cells
57.8R ELK RIVER (see sheet 15)
57.9L Charleston Marathon Petroleum Gasoline None Pipeline Steel Sheet Pile Mooring (304) 347-1053 Cells
63.5R Charleston Amherst Madison Inc. None None None Fleeting Harbor(Pier Fleet Charleston) (304) 926-1140
63.7R Port Amherst Amherst Madison Inc. None None None Fleeting Harbor(Truck Dock)
December 2012
Page 9Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks(304) 926-1140
63.8R Port Amherst Amherst Madison Inc. Coal None Conveyor Fleeting Harbor(Main Office)(304) 926-1140
63.8L Charleston Amherst Madison Inc. None None None Fleeting Harbor(Kanawha City--K.C. Fleet)(304) 926-1140
63.9R Port Amherst Amherst Madison Inc. Coal None Conveyor Wood mooring piles(Coal Tipple)(304) 926-1140
67.7 Marmet U.S. Army Corps of EngineerMarmet Locks and Dam(304) 949-1175
68.4L Marmet Kanawha River Terminals Inc. None None None Fleeting Harbor(Lower Davis Fleet)(304) 926-1140
68.4L Marmet Kanawha River Terminals Inc. None None None Fleeting Harbor(Upper Davis Fleet)(304) 926-1140
68.4R Belle E. I. DuPont DeNemours Chemicals None Pipeline Steel Dock & Wood Mooring (304) 357-1259/1000 Dock # 1 Piles
December 2012
Page 10Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
68.5L Marmet Marmet Dock None None None Fleeting Harbor(304)949-1002(Massy)
68.7R Belle E. I. DuPont DeNemours Chemicals None Crane Steel Sheet Pile Mooring and Company Cells(304) 357-1259/1000 Dock # 2
68.8R Belle E. I. DuPont DeNemours Chemicals None Crane Steel Sheet Pile Mooring and Company Cells(304) 357-1259/1000 Dock # 3
68.9L Marmet Kanawha River Terminals Coal None Conveyor Wood Mooring Piles(Marmet Dock)(304) 949-3336
69.1R Belle E. I. DuPont DeNemours Chemicals None Pipeline Wood Mooring Piles and Company(304) 357-1259/1000 Dock # 4
69.1L Belle River Point Processing LLC Coal Mooring Barges(304) 949-6242
69.2R Belle Gleen Springs Holdings Co. None None Pipeline Wood Mooring Piles (304) 949-4516
69.5L Marmet Shambling Stone (Marmet Dock) Fleeting Area(304) 949-5614
December 2012
Page 11Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
71.1R Belle A.B.C. Corporation (John Scott) Fleeting Area(304) 949-1511
71.4R Diamond Rumble Ready Mix # 2 Sand-Gravel None Wood Mooring Piles (304) 949-5700
71.7L Chesapeake Patriot Coal Coal None Conveyor Fleeting Area(Winifred Dock)( 304 ) 949-3333
73.1L Chelyan Amherst Madison Inc. Fleeting None None None Wood Mooring Piles (Amherst / Chelyan Dock) Cells (304) 926-1140
73.1R Shrewsbury Kanawha River Terminals Inc. Coal None Conveyor Steel Sheet Pile Mooring (Quincy Dock)(304) 526-0741
73.1L Chelyan Mountain Edge
December 2012
Page 12Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
74.5R Shrewsbury Little Creek Inc. Coal None Conveyor Wood Mooring Piles (Shrewsbury Dock)(304) 595-6292
74.5L Chelyan Little Creek Inc. Coal None Conveyor Wood Mooring Piles (Chelyan Dock)(304) 595-2783
74.7L Chelyan Kanawha Crane None None None Commercial Fleeting(Coalburg Dock) Area(304)546-8077
74.8R Shrewsbury Boyd's Landing None None None Commercial Fleeting(304) 561-8077 Area
75.2L Coal burg Kanawha Crane None None Conveyor Steel Tri-Ties (East Bank Dock) Fleeting Area(304) 546-4634 / 4636
76.0L Coal burg I.G.C. Eastern, LLC None None None (Inactive)
76.5R Monarch A.E.P. Unit # 2 None None None Fleeting Area(304) 353-3547
December 2012
Page 13Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
76.8 L East Bank Eric B. Gardner Dock None None None Commercial Fleeting(304) 595-6991 Area
77.7R Kelley's Creek Kelley's Creek & None None None Steel Sheet Pile Mooring Northwestern RR Co. Cells (Inactive)
78.3R Glasgow AEP Unit # 1 Coal None Crane and Wood Mooring Piles(Kanawha River Office) Conveyor(304) 353-3546
79.2 L Crown Hill Law River Company LLC Coal, Sand None Conveyor Fleeting Area(Crown hill) and Gravel(304) 595-1452
79.6R Riverside R. J. Recycling Scrap Metal None RR track – top Old Lock wall(Riverside Yard) of bank to river(304) 595-6449
81.2R Hugheston Shamblin Stone Fleeting Area None None Crane Fleeting Area(304) 442-9487
81.5R Hugheston Frazier Creek Mining Coal None None Fleeting Area(606) 794-6984
81.6R Hugheston Baker Oil Company Gasoline None Pipeline Fleeting Area(304) 442-2439
81.7R Hugheston Shamblin Stone Sand & None Crawler Crane Unloading is Preformed by (Hugheston Yard) Gravel Crane Flat and Spud Barge(304) 442-9487
December 2012
Page 14Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
82.8 London U.S. Army Corps of EngineerLondon Locks and Dam(304) 442-8422
84.4R London Mammoth Coal (Massy) Coal None Conveyor 3 Spudded Barges & 40 x 40 (304) 442-7201 Ext.103 Deck BargeAfter Hours (304) 442-8168
84.5L Montgomery Kanawha Crane None None None Wood Mooring Piles (304) 546-4634 / 4636
84.7L Montgomery Marsico Brothers Sand & Gravel None Crane Unloading is Preformed by (304) 442-9331 Crane Flat and Spud Barge
87.1L Eagle Imperial Pacfic Coal None Conveyor Steel Mooring CellsPenston Coal Company (Inactive)(304) 347-8207
87.9 R Bommer Maple Coal Co. None None None Wood Mooring Piles (304) 442-2316
89.7R Alloy Prime Coal Scrap Metal None Crane, RR track Steel Dock & Mooring Cells(Alloy Dock) Conveyor top of (304) 252-7429 bank to the river
POCATALICO RIVER COMMERCIAL
0.1R Poca Claxon Smith & Son’s Sand & gravel None Crane Wharf & Cluster PilesConcrete(304) 727-5000
December 2012
Page 15Kanawha River
Commercial Docks
Mile Location Name Commodities Shelter Facilities Remarks
ELK RIVER COMMERCIAL
0.9R Charleston Martin Marietta Aggregates Sand & Gravel None Crane Unloading is Preformed by (Charleston Dock) Crane and Spud Barge(304) 343-4571
1.1L Charleston Essroc Ready Mix Ready Mix None Conveyor Sheet Pile Dock & (Down Town Charleston Plant) Mooring Cell(304) 346-8131
2.5L Etowah Etowah River Terminal Chemicals None Pipeline Wood & Steel Mooring(304) 345-0967 Piles
March 2012
Page 16Kanawha River
Recreational Docks
Over NightMile Facility & Address Fuel Restaurant Groceries Mooring Lodging Remarks
KANAWHA RIVER RECREATIONAL DOCKS
0.5R CROOKED CREEK (See Sheet ( 19 )
1.9 L River Bend Marina Inactive(304) 675-3010
7.8R Kanawha River Camp Ground
12.OR Village of Leon ( Launching Ramp) No No No No No Launching Ramp and Parking(304) 458-1715 ( City Hall)
22.5R Village of Buffalo ( Launching Ramp ) No No No No No Launching Ramp and Parking(304) 937-2041 (City Hall)
36.0R Guano Creek (See Sheet ( 19 )
36.9L Second Branch (See Sheet ( 19 )
38.5R Poca Fishing Pier and Launching Ramp No No No No No Launching Ramp(304) 755-5061 (VFW)
March 2012
Page 17Kanawha River
Recreational Docks
Mile Facility & Address Fuel Restaurant Groceries Mooring Lodging Remarks
39.1 R Pocatalico River (See Sheet ( 20 )
44.3R WVDNR ( Launching Ramp ) No No No No No Launching Ramp & Parking
46.2L Lou Wendell Marine Sales Yes No No No No Launching Ramp, Repair Facilities, 200 lb. Hoist (304) 722-7144 Open Year Round
46.4L City of St. Albans ( Launching Ramp ) No No No No No Launching Ramp, Restrooms(304) 727-2971 (City Hall) (Closed 1-5 July – River Fest)
50.9L Grumpy's Water Front Grill No Yes No No No Boat Dock(304) 201-2071
52.2R River Service Boat and Dock Repair ---- New Docks(304) 989-2774
53.6R Huck Finns Bar and Grill No Yes No No No(304) 766-8007
53.8L Old West Virginia Dock (Inactive)
54.2R Lock 6 Marina No No No No No Boat Dock(304) 766-8007
56.4L Charleston Marine Inc. No No No No No Pleasure Boat Repair(304) 744-3324
March 2012
Page 18Kanawha River
Recreational Docks
Mile Facility & Address Fuel Restaurant Groceries Mooring Lodging Remarks
56.8L Trojan Landing No No No No No High Lift-Dry Rack(304) 744-8300 and Boat Ramp
56.9L The Barge Grill and Restaurant No Yes No Yes No Boat Dock(304) 744-2628
58.4R Charleston River Front(Haddad Park)(304) 389-3446
59.3L City of Charleston No No No No No Launching Ramp & Parking(304) 348-6860 (Old C&P Launching Ramp)
60.9L Charleston Boat Club Yes No No Yes No Refreshments(304) 925-6571
60.9R P.A. Denny Boat Dock
61.6R City of Charleston No No No No No Launching Ramp, Parking & Restrooms(304) 348-6860 (Daninel Boone Parkand Launching Ramp)
67.5 Fishing Pier
68.2L The Rusty Cove No No No No No Wharf(304) 347-1053
March 2012
Page 19Kanawha River
Recreational Docks
Mile Facility & Address Fuel Restaurant Groceries Mooring Lodging Remarks
69.7R City of Belle Fishing Pier No No No No No Fishing Pier(304) 949-3841
70.4L Chesapeake Marina and Kanawha River Yes No No Yes No Launching Ramp Fee $5.00, Parking, Café Restrooms Open Year Round Tuesday-Sunday(304) 949-1440
77.8R City of Glasgow (Launching Ramp) No No No No No Launching Ramp(304) 595-1015 (City Hall)
84.7R WV Tech Dock (Launching Ramp) No No No No No Launching Ramp / Small Boat Dock(304) 442-3014
85.9L City of Montgomery (Launching Ramp) No No No No No Launching Ramp and Parking(304) 442-5181 (City Hall)
CROOKED CREEK
0.2L City of Point Pleasant (Launching Ramp) No No No No No Launching Ramp and Parking(304) 675-2360 (City Hall)
GUANO CREEK
0.1L Turtle Cove Marina No No No Yes No Launching Ramp (304) 586-2442
SECOND BRANCH
March 2012
Page 20Kanawha River
Recreational Docks
Mile Facility & Address Fuel Restaurant Groceries Mooring Lodging Remarks
0.1L Hidden Cove Marina Yes No No Yes No Launching Ramp, Refreshments (304) 755-0137 and Restrooms Open Year Round
POCATALICO RIVER
0.1L One Stop Gas Station (Courtesy Dock) Yes No Yes Yes No Tie - up to Dock, walk to Gas station(304) 755-5916 Bath Rooms and Phone
HUNTINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERS KANAWHA RIVER
Requests for maps or information should be addressed to:
U.S. Army Engineer District, Huntington502 Ei hth St t
Requests for maps or information should be addressed to:
U.S. Army Engineer District, Louisville600 M ti L th Ki Pl
Requests for maps or information should be addressed to:
U.S. Army Engineer District, Pittsburgh200 Willi S M h d F d l B ildi 502 Eighth Street
Huntington, WV 25701Phone: (304) 399-5353Fax: (304) 399-5159
http://www.lrh.usace.army.mil/navigation
Areas of Operation:
600 Martin Luther King PlaceLousiville, KY 402002Phone: (502) 315-6766
http://www.lrl.usace.army.mil/optm/default.asp?mycategory=41
Areas of Operation:
200 William S. Moorhead Federal Building, 100 Liberty Avenue
Pittsburgh, PA 15222-4186Phone: (412) 395-7500Fax: (412) 644-2811
http://www.lrp.usace.army.mil/nav/nav.htmAreas of Operation:
Ohio River Mile 127 – 437, Kanawha River, Big Sandy RiverAreas of Operation:
Ohio River Mile 437-981, Green River Mile 0-108Areas of Operation:Ohio River Mile 0 – 127, Allegheny River, Monongahela River
Additional marine mapping products can be found at:
U.S. Army Topographic Engineering Center7701 Telegraph Road
Requests for maps or information should be addressed to:
U.S. Army Engineer District, NashvilleP.O. Box 1070
Alexandria, VA 22315-3864Phone: (703) 428-6600
http://www.tec.army.mil/echarts/
Nashville, TN 37202-1070Phone: (615) 736-7161
http://www.lrn.usace.army.mil/
Areas of Operation:Cumberland River Mile 0 – 381, Tennessee River Mile 0 – 652,
Hiwassee River Mile 0 22 Clinch River Mile 0 62Hiwassee River Mile 0 – 22, Clinch River Mile 0 – 62,Tenn-Tombigbee Waterway Mile 444.5 - 450
REPORT OIL AND CHEMICAL SPILLS ANY TIME TO THE NATIONAL RESPONSE CENTER AT:(TOLL FREE) 1-800-424-8802, (DIRECT) 202-267-2675, (ONLINE) http://www.nrc.uscg.mil
POINTS OF CONTACT