§ 222.5 Water control management (ER 1110-2-240).

(a)

Purpose.

This regulation prescribes policies and procedures to be followed by the U.S. Army Corps of Engineers in carrying out water control management activities, including establishment of water control plans for Corps and non-Corps projects, as required by Federal laws and directives.

(b)

Applicability.

This regulation is applicable to all field operating activities having civil works responsibilities.

(c)

References.

Appendix A lists U.S. Army Corps of Engineers publications and sections of Federal statutes and regulations that are referenced herein.

(d)

Authorities

—(1)

U.S. Army Corps of Engineers projects.

Authorities for allocation of storage and regulation of projects owned and operated by the Corps of Engineers are contained in legislative authorization acts and referenced project documents. These public laws and project documents usually contain provisions for development of water control plans, and appropriate revisions thereto, under the discretionary authority of the Chief of Engineers. Some modifications in project operation are permitted under congressional enactments subsequent to original project authorization. Questions that require interpretations of authorizations affecting regulation of specific reservoirs will be referred to CDR USACE (DAEN-CWE-HW), WASH DC 20314, with appropriate background information and analysis, for resolution.

(2)

Non-Corps projects.

The Corps of Engineers is responsible for prescribing flood control and navigation regulations for certain reservoir projects constructed or operated by other Federal, non-Federal or private agencies

ns affecting regulation of specific reservoirs will be referred to CDR USACE (DAEN-CWE-HW), WASH DC 20314, with appropriate background information and analysis, for resolution.

(2)

Non-Corps projects.

The Corps of Engineers is responsible for prescribing flood control and navigation regulations for certain reservoir projects constructed or operated by other Federal, non-Federal or private agencies. There are several classes of such projects: Those authorized by special acts of Congress; those for which licenses issued by the Federal Energy Regulatory Commission (formerly Federal Power Commission) provide that operation shall be in accordance with instructions of the Secretary of the Army; those covered by agreements between the operating agency and the Corps of Engineers; and those that fall under the terms of general legislative and administrative provisions. These authorities, of illustrative examples, are described briefly in Appendix B.

(e)

Terminology: Water control plans and reservoir regulation schedules.

(1) Water control plans include coordinated regulation schedules for project/system regulation and such additional provisions as may be required to collect, analyze and disseminate basic data, prepare detailed operating instructions, assure project safety and carry out regulation of projects in an appropriate manner.

(2) The term “reservoir regulation schedule” refers to a compilation of operating criteria, guidelines, rule curves and specifications that govern basically the storage and release functions of a reservoir. In general, schedules indicate limiting rates of reservoir releases required during various seasons of the year to meet all functional objectives of the particular project, acting separately or in combination with other projects in a system. Schedules are usually expressed in the form of graphs and tabulations, supplemented by concise specifications.

e storage and release functions of a reservoir. In general, schedules indicate limiting rates of reservoir releases required during various seasons of the year to meet all functional objectives of the particular project, acting separately or in combination with other projects in a system. Schedules are usually expressed in the form of graphs and tabulations, supplemented by concise specifications.

(f)

General policies.

(1) Water control plans will be developed for reservoirs, locks and dams, reregulation and major control structures and interrelated systems to conform with objectives and specific provisions of authorizing legislation and applicable Corps of Engineers reports. They will include any applicable authorities established after project construction. The water control plans will be prepared giving appropriate consideration to all applicable Congressional Acts relating to operation of Federal facilities,

i.e.

, Fish and Wildlife Coordination Act (Pub. L. 85-624), Federal Water Project Recreation Act-Uniform Policies (Pub. L. 89-72), National Environmental Policy Act of 1969 (Pub. L. 91-190), and Clean Water Act of 1977 (Pub. L. 95-217). Thorough analysis and testing studies will be made as necessary to establish the optimum water control plans possible within prevailing constraints.

(2) Necessary actions will be taken to keep approved water control plans up-to-date. For this purpose, plans will be subject to continuing and progressive study by personnel in field offices of the Corps of Engineers. These personnel will be professionally qualified in technical areas involved and familiar with comprehensive project objectives and other factors affecting water control. Organizational requirements for water control management are further discussed in ER 1110-2-1400.

or this purpose, plans will be subject to continuing and progressive study by personnel in field offices of the Corps of Engineers. These personnel will be professionally qualified in technical areas involved and familiar with comprehensive project objectives and other factors affecting water control. Organizational requirements for water control management are further discussed in ER 1110-2-1400.

(3) Water control plans developed for specific projects and reservoir systems will be clearly documented in appropriate water control manuals. These manuals will be prepared to meet initial requirements when storage in the reservoir begins. They will be revised as necessary to conform with changing requirements resulting from developments in the project area and downstream, improvements in technology, new legislation and other relevant factors, provided such revisions comply with existing Federal regulations and established Corps of Engineers policy.

(4) Development and execution of water control plans will include appropriate consideration for efficient water management in conformance with the emphasis on water conservation as a national priority. The objectives of efficient water control management are to produce beneficial water savings and improvements in the availability and quality of water resulting from project regulation/operation. Balanced resource use through improved regulation should be developed to conserve as much water as possible and maximize all project functions consistent with project/system management. Continuous examination should be made of regulation schedules, possible need for storage reallocation (within existing authority and constraints) and to identify needed changes in normal regulation. Emphasis should be placed on evaluating conditions that could require deviation from normal release schedules as part of drought contingency plans (ER 1110-2-1941).

tent with project/system management. Continuous examination should be made of regulation schedules, possible need for storage reallocation (within existing authority and constraints) and to identify needed changes in normal regulation. Emphasis should be placed on evaluating conditions that could require deviation from normal release schedules as part of drought contingency plans (ER 1110-2-1941).

(5) Adequate provisions for collection, analysis and dissemination of basic data, the formulation of specific project regulation directives, and the performance of project regulation will be established at field level.

(6) Appropriate provisions will be made for monitoring project operations, formulating advisories to higher authorities, and disseminating information to others concerned. These actions are required to facilitate proper regulation of systems and to keep the public fully informed regarding all pertinent water control matters.

(7) In development and execution of water control plans, appropriate attention will be given to project safety in accordance with ER 1130-2-417 and ER 1130-2-419 so as to insure that all water impounding structures are operated for the safety of users of the facilities and the general public. Care will be exercised in the development of reservoir regulation schedules to assure that controlled releases minimize project impacts and do not jeopardize the safety of persons engaged in activities downstream of the facility. Water control plans will include provisions for issuing adequate warnings or otherwise alerting all affected interests to possible hazards from project regulation activities.

will be exercised in the development of reservoir regulation schedules to assure that controlled releases minimize project impacts and do not jeopardize the safety of persons engaged in activities downstream of the facility. Water control plans will include provisions for issuing adequate warnings or otherwise alerting all affected interests to possible hazards from project regulation activities.

(8) In carrying out water control activities, Corps of Engineers personnel must recognize and observe the legal responsibility of the National Weather Service (NWS), National Oceanic and Atmospheric Administration (NOAA), for issuing weather forecasts and flood warnings, including river discharges and stages. River forecasts prepared by the Corps of Engineers in the execution of its responsibilities should not be released to the general public, unless the NWS is willing to make the release or agrees to such dissemination. However, release to interested parties of factual information on current storms or river conditions and properly quoted NWS forecasts is permissible. District offices are encouraged to provide assistance to communities and individuals regarding the impact of forecasted floods. Typical advice would be to provide approximate water surface elevations at locations upstream and downstream of the NWS forecasting stream gages. Announcement of anticipated changes in reservoir release rates as far in advance as possible to the general public is the responsibility of Corps of Engineers water control managers for projects under their jurisdiction.

the impact of forecasted floods. Typical advice would be to provide approximate water surface elevations at locations upstream and downstream of the NWS forecasting stream gages. Announcement of anticipated changes in reservoir release rates as far in advance as possible to the general public is the responsibility of Corps of Engineers water control managers for projects under their jurisdiction.

(9) Water control plans will be developed in concert with all basin interests which are or could be impacted by or have an influence on project regulation. Close coordination will be maintained with all appropriate international, Federal, State, regional and local agencies in the development and execution of water control plans. Effective public information programs will be developed and maintained so as to inform and educate the public regarding Corps of Engineers water control management activities.

(10) Fiscal year budget requests for water control management activities will be prepared and submitted to the Office of the Chief of Engineers in accordance with requirements established in Engineer Circular on Annual Budget Requests for Civil Works Activities. The total annual costs of all activities and facilities that support the water control functions, (excluding physical operation of projects, but including flood control and navigation regulation of projects subject to 33 CFR 208.11) are to be reported. Information on the Water Control Data Systems and associated Communications Category of the Plant Replacement and Improvement Program will be submitted with the annual budget. Reporting will be in accordance with the annual Engineer Circular on Civil Works Operations and Maintenance, General Program.

flood control and navigation regulation of projects subject to 33 CFR 208.11) are to be reported. Information on the Water Control Data Systems and associated Communications Category of the Plant Replacement and Improvement Program will be submitted with the annual budget. Reporting will be in accordance with the annual Engineer Circular on Civil Works Operations and Maintenance, General Program.

(g)

Responsibilities: US Army Corps of Engineers projects

—(1)

Preparation of water control plans and manuals.

Normally, district commanders are primarily responsible for background studies and for developing plans and manuals required for reservoirs, locks and dams, reregulation and major control structures and interrelated systems in their respective district areas. Policies and general guidelines are prescribed by OCE engineer regulations while specific requirements to implement OCE guidance are established by the division commanders concerned. Master Water Control Manuals for river basins that include more than one district are usually prepared by or under direct supervision of division representatives. Division commanders are responsible for providing such management and technical assistance as may be required to assure that plans and manuals are prepared on a timely and adequate basis to meet water control requirements in the division area, and for pertinent coordination among districts, divisions, and other appropriate entities.

pared by or under direct supervision of division representatives. Division commanders are responsible for providing such management and technical assistance as may be required to assure that plans and manuals are prepared on a timely and adequate basis to meet water control requirements in the division area, and for pertinent coordination among districts, divisions, and other appropriate entities.

(2)

Public involvement and information

—(i)

Public meeting and public involvement.

The Corps of Engineers will sponsor public involvement activities, as appropriate, to appraise the general public of the water control plan. In developing or modifying water control manuals, the following criteria is applicable.

(A) Conditions that require public involvement and public meetings include: Development of a new water control manual that includes a water control plan; or revision or update of a water control manual that changes the water control plan.

(B) Revisions to water control manuals that are administratively or informational in nature and that do not change the water control plan do not require public meetings.

(C) For those conditions described in paragraph (g)(2)(i)(A) of this section, the Corps will provide information to the public concerning proposed water control management decisions at least 30 days in advance of a public meeting. In so doing, a separate document(s) should be prepared that explains the recommended water control plan or change, and provides technical information explaining the basis for the recommendation. It should include a description of its impacts (both monetary and nonmonetary) for various purposes, and the comparisons with alternative plans or changes and their effects. The plan or manual will be prepared only after the public involvement process associated with its development or change is complete

lan or change, and provides technical information explaining the basis for the recommendation. It should include a description of its impacts (both monetary and nonmonetary) for various purposes, and the comparisons with alternative plans or changes and their effects. The plan or manual will be prepared only after the public involvement process associated with its development or change is complete.

(D) For those conditions described in paragraph (g)(2)(i)(A) of this section, the responsible division office will send each proposed water control manual to the Army Corps of Engineers Headquarters, Attn: CECW-EH-W for review and comments prior to approval by the responsible division office.

(ii)

Information availability.

The water control manual will be made available for examination by the general public upon request at the appropriate office of the Corps of Engineers. Public notice shall be given in the event of occurring or anticipated significant changes in reservoir storage or flow releases. The method of conveying this information shall be commensurate with the urgency of the situation and the lead time available.

(3)

Authority for approval of plans and manuals.

Division commanders are delegated authority for approval of water control plans and manuals, and associated activities.

(4)

OCE role in water control activities.

OCE will establish policies and guidelines applicable to all field offices and for such actions as are necessary to assure a reasonable degree of consistency in basic policies and practices in all Division areas. Assistance will be provided to field offices during emergencies and upon special request.

r control plans and manuals, and associated activities.

(4)

OCE role in water control activities.

OCE will establish policies and guidelines applicable to all field offices and for such actions as are necessary to assure a reasonable degree of consistency in basic policies and practices in all Division areas. Assistance will be provided to field offices during emergencies and upon special request.

(5)

Methods improvement and staff training.

Division and district commanders are responsible for conducting appropriate programs for improving technical methods applicable to water control activities in their respective areas. Suitable training programs should be maintained to assure a satisfactory performance capability in water control activities. Appropriate coordination of such programs with similar activities in other areas will be accomplished to avoid duplication of effort, and to foster desirable exchange of ideas and developments. Initiative in re-evaluating methods and guidelines previously established in official documents referred to in paragraph (e) of this section is encouraged where needs are evident. However, proposals for major deviations from basic concepts, policies and general practices reflected in official publications will be submitted to CDR USACE (DAEN-CWE) WASH DC 20314 for concurrence or comment before being adopted for substantial application in actual project regulation at field level.

(h)

Directives and technical instruction manuals.

(1) Directives issued through OCE Engineer Regulations will be used to foster consistency in policies and basic practices. They will be supplemented as needed by other forms of communication.

(2) Engineering Manuals (EM) and Engineer Technical Letters (ETL) are issued by OCE to serve as general guidelines and technical aids in developing water control plans and manuals for individual projects or systems.

ectives issued through OCE Engineer Regulations will be used to foster consistency in policies and basic practices. They will be supplemented as needed by other forms of communication.

(2) Engineering Manuals (EM) and Engineer Technical Letters (ETL) are issued by OCE to serve as general guidelines and technical aids in developing water control plans and manuals for individual projects or systems.

(3) EM 1110-2-3600 discusses principles and concepts involved in developing water control plans. Instructions relating to preparation of “Water Control Manuals for specific projects” are included. EM 1110-2-3600 should be used as a general guide to water control activities. The instructions are sufficiently flexible to permit adaptation to specific regions. Supplemental information regarding technical methods is provided in numerous documents distributed to field offices as “hydrologic references.”

(4) Special assistance in technical studies is available from the Hydrologic Engineering Center, Corps of Engineers, 609 Second Street, Davis, California 95616 and DAEN-CWE-HW.

(i)

Water control manuals for US Army Corps of Engineers projects.

(1) As used herein, the term “water control manual” refers to manuals that relate primarily to the functional regulation of an individual project or system of projects. Although such manuals normally include background information concerning physical features of projects, they do not prescribe rules or methods for physical maintenance or care of facilities, which are covered in other documents. (References 15 and 23, appendix A.)

er control manual” refers to manuals that relate primarily to the functional regulation of an individual project or system of projects. Although such manuals normally include background information concerning physical features of projects, they do not prescribe rules or methods for physical maintenance or care of facilities, which are covered in other documents. (References 15 and 23, appendix A.)

(2) Water control manuals prepared in substantially the detail and format specified in instructions referred to in paragraph 8 are required for all reservoirs under the supervision of the Corps of Engineers, regardless of the purpose or size of the project. Water Control manuals are also required for lock and dam, reregulation and major control structure projects that are physically regulated by the Corps of Engineers. Where there are several projects in a drainage basin with interrelated purposes, a “Master Manual” shall be prepared. The effects of non-Corps projects will be considered in appropriate detail, including an indication of provisions for interagency coordination.

(3) “Preliminary water control manuals,” for projects regulated by the Corps of Engineers should contain regulation schedules in sufficient detail to establish the basic plan of initial project regulation.

(4) As a general rule, preliminary manuals should be superseded by more detailed interim or “final” manuals within approximately one year after the project is placed in operation.

(5) Each water control manual will contain a section on special regulations to be conducted during emergency situations, including droughts. Preplanned operations and coordination are essential to effective relief or assistance.

(6) One copy of all water control manuals and subsequent revisions shall be forwarded to DAEN-CWE-HW for file purposes as soon as practicable after completion, preferably within 30 days from date of approval at the division level.

cial regulations to be conducted during emergency situations, including droughts. Preplanned operations and coordination are essential to effective relief or assistance.

(6) One copy of all water control manuals and subsequent revisions shall be forwarded to DAEN-CWE-HW for file purposes as soon as practicable after completion, preferably within 30 days from date of approval at the division level.

(j)

Policies and requirements for preparing regulations for non-Corps projects.

(1) Division and district commanders will develop water control plans as required by section 7 of the 1944 Flood Control Act, the Federal Power Act and section 9 of Pub. L. 436-83 for all projects located within their areas, in conformance with ER 1110-2-241, 33 CFR part 208. That regulation prescribes the policy and general procedures for regulating reservoir projects capable of regulation for flood control or navigation, except projects owned and operated by the Corps of Engineers; the International Boundary and Water Commission, United States and Mexico; those under the jurisdiction of the International Joint Commission, United States and Canada, and the Columbia River Treaty. ER 1110-2-241, 33 CFR part 208 permits the promulgation of specific regulations for a project in compliance with the authorizing acts, when agreement on acceptable regulations cannot be reached between the Corps Engineers and the owners. Appendix B provides a summary of the Corps of Engineers responsibilities for prescribing regulations for non-Corps reservoir projects.

(2) Water control plans will be developed and processed as soon as possible for applicable projects already completed and being operated by other entities, including projects built by the Corps of Engineers and turned over to others for operation.

s and the owners. Appendix B provides a summary of the Corps of Engineers responsibilities for prescribing regulations for non-Corps reservoir projects.

(2) Water control plans will be developed and processed as soon as possible for applicable projects already completed and being operated by other entities, including projects built by the Corps of Engineers and turned over to others for operation.

(3) In so far as practicable, water control plans for non-Corps projects should be developed in cooperation with owning/operating agencies involved during project planning stages. Thus, tentative agreements on contents, including pertinent regulation schedules and diagrams, can be accomplished prior to completion of the project.

(4) The magnitude and nature of storage allocations for flood control or navigation purposes in non-Corps projects are governed basically by conditions of project authorizations or other legislative provisions and may include any or all of the following types of storage assignments:

(i) Year-round allocations: Storage remains the same all year.

(ii) Seasonal allocations: Storage varies on a fixed seasonal basis.

(iii) Variable allocations of flood control from year to year, depending on hydrologic parameters, such as snow cover.

(5) Water control plans should be developed to attain maximum flood control or navigation benefits, consistent with other project requirements, from the storage space provided for these purposes. When reservoir storage capacity of the category referred to in paragraph (j)(4)(iii) is utilized for flood control or navigation, jointly with other objectives, the hydrologic parameters and related rules developed under provisions of ER 1110-2-241, 33 CFR part 208 should conform as equitably as possible with the multiple-purpose objectives established in project authorizations and other pertinent legislation.

r storage capacity of the category referred to in paragraph (j)(4)(iii) is utilized for flood control or navigation, jointly with other objectives, the hydrologic parameters and related rules developed under provisions of ER 1110-2-241, 33 CFR part 208 should conform as equitably as possible with the multiple-purpose objectives established in project authorizations and other pertinent legislation.

(6) Storage allocations made for flood control or navigation purposes in non-Corps projects are not subject to modifications by the Corps of Engineers as a prerequisite for prescribing 33 CFR 208.11 regulations. However, regulations developed for use of such storage should be predicated on a mutual understanding between representatives of the Corps and the operating agency concerning the conditions of the allocations in order to assure reasonable achievement of basic objectives intended. In the event field representatives of the Corps of Engineers, and the operating agency are unable to reach necessary agreements after all reasonable possibilities have been explored, appropriate background explanations and recommendations should be submitted to DAEN-CWE-HW for consideration.

(7) The Chief of Engineers is responsible for prescribing regulations for use of flood control or navigation storage and/or project operation under the provisions of the referenced legislative acts. Accordingly, any regulations established should designate the division/district commander who is responsible to the Chief of Engineers as the representative to issue any special instructions required under the regulation. However, to the extent practicable, project regulations should be written to permit operation of the project by the owner without interpretations of the regulations by the designated representative of the Commander during operating periods.

division/district commander who is responsible to the Chief of Engineers as the representative to issue any special instructions required under the regulation. However, to the extent practicable, project regulations should be written to permit operation of the project by the owner without interpretations of the regulations by the designated representative of the Commander during operating periods.

(8) Responsibility for compliance with 33 CFR 208.11 regulations rests with the operating agency. The division or district commander of the area in which the project is located will be kept informed regarding project operations to verify reasonable conformance with the regulations. The Chief of Engineers or his designated representative may authorize or direct deviation from the established water control plan when conditions warrant such deviation. In the event unapproved deviations from the prescribed regulations seem evident, the division or district commander concerned will bring the matter to the attention of the operating agency by appropriate means.

If corrective actions are not taken promptly, the operating agency should be notified of the apparent deviation in writing as a matter of record. Should an impasse arise, in that the project owner or the designated operating entity persists in noncompliance with regulations prescribed by the Corps of Engineers, the Office of Chief Counsel should be advised through normal channels and requested to take necessary measures to assure compliance.

(9) Regulations should contain information regarding the required exchange of basic data between the representative of the operating agency and the U.S. Army Corps of Engineers, that are pertinent to regulation and coordination of interrelated projects in the region.

the Office of Chief Counsel should be advised through normal channels and requested to take necessary measures to assure compliance.

(9) Regulations should contain information regarding the required exchange of basic data between the representative of the operating agency and the U.S. Army Corps of Engineers, that are pertinent to regulation and coordination of interrelated projects in the region.

(10) All 33 CFR 208.11 regulations shall contain provisions authorizing the operating agency to temporarily deviate from the regulations in the event that it is necessary for emergency reasons to protect the safety of the dam, to avoid health hazards, and to alleviate other critical situations.

(k)

Developing and processing regulations for non-Corps projects.

Guidelines concerning technical studies and development of regulations are contained in ER 1110-2-241, 33 CFR part 208 and EM 1110-2-3600. Appendix C of this regulation summarizes steps normally followed in developing and processing regulations for non-Corps projects.

(l)

Water control during project construction stage.

Water control plans discussed in preceding paragraphs are intended primarily for application after the dam, spillway and outlet structures; major relocations; land acquisitions, administrative arrangements and other project requirements have reached stages that permit relatively normal project regulation. With respect to non-Corps projects, regulations normally become applicable when water control agreements have been signed by the designated signatories, subject to special provisions in specific cases. In some instances, implementation of regulations has been delayed by legal provisions, contract limitations, or other considerations. These delays can result in loss of potential project benefits and possible hazards

n-Corps projects, regulations normally become applicable when water control agreements have been signed by the designated signatories, subject to special provisions in specific cases. In some instances, implementation of regulations has been delayed by legal provisions, contract limitations, or other considerations. These delays can result in loss of potential project benefits and possible hazards. Accordingly, it is essential that appropriate water control and contingency plans be established for use from the date any storage may accumulate behind a partially completed dam until the project is formally accepted for normal operations. Division commanders shall make certain that construction-stage regulation plans are established and maintained in a timely and adequate manner for projects under the supervision of the Corps of Engineers. In addition, the problems referred to should be discussed with authorities who are responsible for non-Corps projects, with the objective of assuring that such projects operate as safely and effectively as possible during the critical construction stage and any period that may elapse before regular operating arrangements have been established. These special regulation plans should include consideration for protection of construction operations; safety of downstream interests that might be jeopardized by failure of partially completed embankments; requirements for minimizing adverse effects on partially completed relocations or incomplete land acquisition; and the need for obtaining benefits from project storage that can be safely achieved during the construction and early operation period.

ation for protection of construction operations; safety of downstream interests that might be jeopardized by failure of partially completed embankments; requirements for minimizing adverse effects on partially completed relocations or incomplete land acquisition; and the need for obtaining benefits from project storage that can be safely achieved during the construction and early operation period.

(m)

Advisories to OCE regarding water control activities

—(1)

General.

Division commanders will keep the Chief of Engineers currently informed of any unusual problems or activities associated with water control that impact on his responsibilities.

(2)

Annual division water control management report (RCS DAEN-CWE-16(R1)).

Division commanders will submit an annual report on water control management activities within their division. The annual report will be submitted to (DAEN-CWE-HW) by 1 February each year and cover significant activities of the previous water year and a description of activities to be accomplished for the current year. Funding information for water control activities will be provided in the letter of transmittal for in-house use only. The primary objective of this summary is to keep the Chief of Engineers informed regarding overall water management activities Corps-wide, thus providing a basis to carry out OCE responsibilities set forth in paragraph (g)(4) of this section.

(3)

Status of water control manuals.

A brief discussion shall be prepared annually by each division commander, as a separate section of the annual report on water control management activities discussed in paragraph (m)(2) of this section listing all projects currently in operation in his area, or expected to begin operation within one-year, with a designation of the status of water control manuals. The report should also list projects for which the Corps of Engineers is responsible for prescribing regulations, as defined in ER 1110-2-241, 33 CFR part 208.

control management activities discussed in paragraph (m)(2) of this section listing all projects currently in operation in his area, or expected to begin operation within one-year, with a designation of the status of water control manuals. The report should also list projects for which the Corps of Engineers is responsible for prescribing regulations, as defined in ER 1110-2-241, 33 CFR part 208.

(4)

Monthly water control charts (RCS DAEN-CWE-6 (R1)).

A monthly record of reservoirs/lakes operated by the Corps of Engineers and other agencies, in accordance with 33 CFR 208.11, will be promptly prepared and maintained by district/division commanders in a form readily available for transmittal to the Chief of Engineers, or others, upon request. Record data may be prepared in either graphical form as shown in EM 1110-2-3600, or tabular form as shown in the sample tabulation in appendix D.

(5)

Annual division water quality reports (RCS DAEN-CWE-15).

By Executive Order 12088, the President ordered the head of each Executive Agency to be responsible for ensuring that all necessary actions are taken for prevention, control, and abatement of environmental pollution with respect to Federal facilities and activities under control of the agency. General guidance is provided in references 24 and 25, appendix A, for carrying out this agency's responsibility. Annual division water quality reports are required by reference 24, appendix A. The report is submitted in two parts. The first part addresses the division Water quality management plan while the second part presents specific project information. A major objective of this report is to summarize information pertinent to water quality aspects of overall water management responsibilities. The annual division water quality report may be submitted along with the annual report on water control management activities discussed in paragraph 13b above.

(6)

Master plans for water control data systems (RCS DAEN-CWE-21).

s specific project information. A major objective of this report is to summarize information pertinent to water quality aspects of overall water management responsibilities. The annual division water quality report may be submitted along with the annual report on water control management activities discussed in paragraph 13b above.

(6)

Master plans for water control data systems (RCS DAEN-CWE-21).

(i) A water control data system is all of the equipment within a division which is used to acquire, process, display and distribute information for real-time project regulation and associated interagency coordination. A subsystem is all equipment as defined previously within a district. A network is all equipment as defined previously which is used to regulate a single project or a group of projects which must be regulated interdependently.

(ii) Master plans for water control data systems and significant revisions thereto will be prepared by division water control managers and submitted to DAEN-CWE-HW by 1 February each year for review and approval of engineering aspects. Engineering approval does not constitute funding approval. After engineering approval is obtained, equipment in the master plan is eligible for consideration in the funding processes described in ER 1125-2-301 and engineering circulars on the annual budget request for civil works activities. Master plans will be maintained current and will:

(A) Outline the system performance requirements, including those resulting from any expected expansions of Corps missions.

(B) Describe the extent to which existing facilities fulfill performance requirements.

(C) Describe alternative approaches which will upgrade the system to meet the requirements not fulfilled by existing facilities, or are more cost effective than the existing system.

(D) Justify and recommend a system considering timeliness, reliability, economics and other factors deemed important

orps missions.

(B) Describe the extent to which existing facilities fulfill performance requirements.

(C) Describe alternative approaches which will upgrade the system to meet the requirements not fulfilled by existing facilities, or are more cost effective than the existing system.

(D) Justify and recommend a system considering timeliness, reliability, economics and other factors deemed important.

(E) Delineate system scope, implementation schedules, proposed annual capital expenditures by district, total costs, and sources of funding.

(iii) Modified master plans should be submitted to DAEN-CWE-HW by 1 February, whenever revisions are required, to include equipment not previously approved or changes in scope or approach. Submittal by the February date will allow adequate time for OCE review and approval prior to annual budget submittals.

(iv) Division commanders are delegated authority to approve detailed plans for subsystems and networks of approved master plans. Plans approved by the division commander should meet the following conditions:

(A) The plan conforms to an approved master plan.

(B) The equipment is capable of functioning independently.

(C) An evaluation of alternatives has been completed considering reliability, cost and other important factors.

(D) The plan is economically justified, except in special cases where legal requirements dictate performance standards which cannot be economically justified.

ollowing conditions:

(A) The plan conforms to an approved master plan.

(B) The equipment is capable of functioning independently.

(C) An evaluation of alternatives has been completed considering reliability, cost and other important factors.

(D) The plan is economically justified, except in special cases where legal requirements dictate performance standards which cannot be economically justified.

(v) Copies of plans approved by the division commander shall be forwarded to appropriate elements in OCE in support of funding requests and to obtain approval of Automatic Data Processing Equipment (ADPE), when applicable.

(vi) Water control data systems may be funded from Plant Revolving Fund; O&M General; Flood Control, MR&T, and Construction, General. Funding for water control equipment that serves two or more projects will be from Plant Revolving Fund in accordance with ER 1125-2-301. District and division water control managers will coordinate plant revolving fund requests with their respective Plant Replacement and Improvement Program (PRIP) representatives following guidance provided in ER 1125-2-301. Budget funding requests under the proper appropriation title should be submitted only if the equipment is identified in an approved master plan.

(vii) Justification for the Automatic Data Processing Equipment (ADPE) aspects of water control data systems must conform to AR 18-1, Appendix I or J as required. The “Funding for ADPE” paragraph in Appendixes I and J must cite the source of funds and reference relevant information in the approved master plan and detailed plan.

mitted only if the equipment is identified in an approved master plan.

(vii) Justification for the Automatic Data Processing Equipment (ADPE) aspects of water control data systems must conform to AR 18-1, Appendix I or J as required. The “Funding for ADPE” paragraph in Appendixes I and J must cite the source of funds and reference relevant information in the approved master plan and detailed plan.

(viii) Division water control managers will submit annual letter summaries of the status of their respective water control systems and five-year plan for improvements. These summaries will be submitted to DAEN-CWE by 1 June for coordination with DAEN-CWO, CWB and DSZ-A, prior to the annual budget request. Summaries should not be used to obtain approval of significant changes in master plans. Sources of funding for all items for each district and for the division should be delineated so that total system expenditures and funding requests are identified. Changes in the master plan submitted 1 February should be documented in this letter summary if the changes were approved.

(7)

Summary of runoff potentials in current season (RCS DAEN-CWO-2).

(i) The Chief of Engineers and staff require information to respond to inquiries from members of Congress and others regarding runoff potentials. Therefore, the division commander will submit a snowmelt runoff and flood potential letter report covering the snow accumulation and runoff period, beginning generally in February and continuing monthly, until the potential no longer exist. Dispatch of supplemental reports will be determined by the urgencies of situations as they occur. The reports will be forwarded as soon as hydrologic data are available, but not later than the 10th of the month. For further information on reporting refer to ER 500-1-1, 33 CFR part 203.

n and runoff period, beginning generally in February and continuing monthly, until the potential no longer exist. Dispatch of supplemental reports will be determined by the urgencies of situations as they occur. The reports will be forwarded as soon as hydrologic data are available, but not later than the 10th of the month. For further information on reporting refer to ER 500-1-1, 33 CFR part 203.

(ii) During major drought situations or low-flow conditions, narrative summaries of the situation should be furnished to alert the Chief of Engineers regarding the possibility of serious runoff deficiencies that are likely to call for actions associated with Corps of Engineers reservoirs.

(iii) The reports referred to in paragraphs (m)(7) (i) and (ii) of this section will include general summaries regarding the status of reservoir storage, existing and forecasted at the time of the reports.

(8)

Reports on project operations during flood emergencies.

Information on project regulations to be included in reports submitted to the Chief of Engineers during flood emergencies in accordance with ER 500-1-1 include rate of inflow and outflow in CFS, reservoir levels, predicted maximum level and anticipated date, and percent of flood control storage utilized to date. Maximum use should be made of computerized communication facilities in reporting project status to DAEN-CWO-E/CWE-HW in accordance with the requirements of ER 500-1-1, 33 CFR part 203.

(9)

Post-flood summaries of project regulation.

Project regulation effects including evaluation of the stage reductions at key stations and estimates of damages prevented by projects will be included in the post flood reports required by ER 500-1-1, 33 CFR part 203.

ation facilities in reporting project status to DAEN-CWO-E/CWE-HW in accordance with the requirements of ER 500-1-1, 33 CFR part 203.

(9)

Post-flood summaries of project regulation.

Project regulation effects including evaluation of the stage reductions at key stations and estimates of damages prevented by projects will be included in the post flood reports required by ER 500-1-1, 33 CFR part 203.

(n)

Water Control Management Boards.

(1) The Columbia River Treaty Permanent Engineering Board was formed in accordance with the Columbia River Treaty with Canada. This board, composed of U.S. and Canadian members, oversees the implementation of the Treaty as carried out by the U.S. and Canadian Entities.

(2) The Mississippi River Water Control Management Board was established by ER 15-2-13. It consists of the Division Commanders from LMVD, MRD, NCD, ORD, and SWD with the Director of Civil Works serving as chairman. The purposes of the Board are:

(i) To provide oversight and guidance during the development of basin-wide management plans for Mississippi River Basin projects for which the US Army Corps of Engineers has operation/regulation responsibilities.

(ii) To serve as a forum for resolution of water control problems among US Army Corps of Engineers Divisions within the Mississippi River Basin when agreement is otherwise unobtainable.

(o)

List of projects.

Projects owned and operated by the Corps of Engineers subject to this regulation are listed with pertinent data in Appendix E. This list will be updated periodically to include Corps projects completed in the future. Federal legislation, Federal regulations and local agreements have given the Corps of Engineers wide responsibilities for operating projects which it does not own. Non-Corps projects subject to this regulation are included in Appendix A of ER 1110-2-241.

Appendix A to § 222.5—References

1. The Federal Power Act, Pub. L. 436-83, approved 10 June 1920, as amended (41 Stat. 1063; 16 U.S.C. 791(a))

2

Federal legislation, Federal regulations and local agreements have given the Corps of Engineers wide responsibilities for operating projects which it does not own. Non-Corps projects subject to this regulation are included in Appendix A of ER 1110-2-241.

Appendix A to § 222.5—References

1. The Federal Power Act, Pub. L. 436-83, approved 10 June 1920, as amended (41 Stat. 1063; 16 U.S.C. 791(a))

2. Section 3 of the Flood Control Act approved 22 June 1936, as amended (49 Stat. 1571; 33 U.S.C. 701(c))

3. Section 9(b) of Reclamation Project Act of 1939, approved 4 August 1939 (53 Stat. 1187; 43 U.S.C. 485)

4. Section 7 of the Flood Control Act approved 22 December 1944 (58 Stat. 890; 33 U.S.C. 709)

5. Section 5 of Small Reclamation Projects Act of 6 August 1956, as amended (70 Stat. 1046; 43 U.S.C. 422(e))

6. Section 9 of Pub. L. 436-83d Congress (68 Stat. 303)

7. The Fish and Wildlife Coordination Act of 1958, Pub. L. 85-624

8. The Federal Water Project Recreation Act Uniform Policies, Pub. L. 89-72

9. The National Environmental Policy Act of 1969, Pub. L. 91-190

10. The Clean Water Act of 1977, Pub. L. 95-217

11. Executive Order 12088, Federal Compliance with Pollution Control Standards, 13 October 1978

12. 33 CFR 208.10, Local flood protection works; maintenance and operation of structures and facilities (9 FR 9999; 9 FR 10203)

13. 33 CFR 208.11, Regulations for use of Storage Allocated for Flood Control or Navigation and/or Project Operation at Reservoirs subject to Prescription of Rules and Regulations by the Secretary of the Army in the Interest of Flood Control and Navigation (43 FR 47184)

14. AR 18-1

15. ER 11-2-101

16. ER 15-2-13

17. ER 500-1-1, 33 CFR part 203

18. ER 1110-2-241, 33 CFR part 208

19. ER 1110-2-1400

20. ER 1110-2-1402

21. ER 1110-2-1941

22. ER 1125-2-301

23. ER 1130-2-303

24. ER 1130-2-334

25. ER 1130-2-415

26. ER 1130-2-417

27. ER 1130-2-419

28

iption of Rules and Regulations by the Secretary of the Army in the Interest of Flood Control and Navigation (43 FR 47184)

14. AR 18-1

15. ER 11-2-101

16. ER 15-2-13

17. ER 500-1-1, 33 CFR part 203

18. ER 1110-2-241, 33 CFR part 208

19. ER 1110-2-1400

20. ER 1110-2-1402

21. ER 1110-2-1941

22. ER 1125-2-301

23. ER 1130-2-303

24. ER 1130-2-334

25. ER 1130-2-415

26. ER 1130-2-417

27. ER 1130-2-419

28. EM 1110-2-3600

Appendix B to § 222.5—Summary of Corps of Engineers Responsibilities for Prescribing Regulations for Non-Corps Reservoir Projects

Summary

1. (a) “Regulations for Use of Storage Allocated for Flood Control or Navigation and/or Project Operation at Reservoirs subject to Prescription of Rules and Regulations by the Secretary of the Army in the Interest of Flood Control and Navigation” (33 CFR 208.11) prescribe the responsibilities and general procedures for regulating reservoir projects capable of regulation for flood control or navigation and the use of storage allocated for such purposes and provided on the basis of flood control and navigation, except projects owned and operated by the Corps of Engineers; the International Boundary and Water Commission, United States and Mexico; and those under the jurisdiction of the International Joint Commission, United States and Canada, and the Columbia River Treaty.

(b) Pertinent information on projects for which regulations are prescribed under Section 7 of the 1944 Flood Control Act, (Pub. L. 78-58 Stat. 890 (33 U.S.C. 709)) the Federal Power Act (41 Stat. 1063 (16 U.S.C. 791(A))) and Section 9 of Pub. L. 436-83d Congress (68 Stat. 303) is published in the

Federal Register

in accordance with 33 CFR 208.11.

Publication in the

Federal Register

establishes the fact and the date of a project's regulation plan promulgation.

2. Section 7 of Act of Congress approved 22 December 1944 (58 Stat. 890; 33 U.S.C

0 (33 U.S.C. 709)) the Federal Power Act (41 Stat. 1063 (16 U.S.C. 791(A))) and Section 9 of Pub. L. 436-83d Congress (68 Stat. 303) is published in the

Federal Register

in accordance with 33 CFR 208.11.

Publication in the

Federal Register

establishes the fact and the date of a project's regulation plan promulgation.

2. Section 7 of Act of Congress approved 22 December 1944 (58 Stat. 890; 33 U.S.C. 709), reads as follows:

“Hereafter, it shall be the duty of the Secretary of War to prescribe regulations for the use of storage allocated for flood control or navigation at all reservoirs constructed wholly or in part with Federal funds provided on the basis of such purposes, and the operation of any such project shall be in accordance with such regulations:

Provided,

That this section shall not apply to the Tennessee Valley Authority, except that in case of danger from floods on the Lower Ohio and Mississippi Rivers the Tennessee Valley Authority is directed to regulate the release of water from the Tennessee River into the Ohio River in accordance with such instructions as may be issued by the War Department.”

3. Section 9(b) of the Reclamation Project Act of 1939, approved 4 August 1939 (53 Stat. 1189, 43 U.S.C. 485), provides that the Secretary of the Interior may allocate to flood control or navigation as part of the cost of new projects or supplemental works; and that in connection therewith he shall consult with the Chief of Engineers and may perform any necessary investigations under a cooperative agreement with the Secretary of the Army. These projects are subject to 33 CFR 208.11 regulations.

4. Several dams have been constructed by State agencies under provisions of legislative acts wherein the Secretary of the Army is directed to prescribe rules and regulations for project operation in the interest of flood control and navigation. These projects are subject to 33 CFR 208.11 regulations.

5

reement with the Secretary of the Army. These projects are subject to 33 CFR 208.11 regulations.

4. Several dams have been constructed by State agencies under provisions of legislative acts wherein the Secretary of the Army is directed to prescribe rules and regulations for project operation in the interest of flood control and navigation. These projects are subject to 33 CFR 208.11 regulations.

5. There are few dams constructed under Emergency Conservation work authority or similar programs, where the Corps of Engineers has performed major repairs or rehabilitation, that are operated and maintained by local agencies which are subject to 33 CFR 208.11 regulations.

6. The Federal Power Act, approved 10 June 1920, as amended (41 Stat. 1063, 16 U.S.C. 791 (A)), established the Federal Power Commission, now Federal Energy Regulatory Commission (FERC), with authority to issue licenses for constructing, operating, and maintaining dams or other project works for the development of navigation, for utilization of water power and for other beneficial public uses in any streams over which Congress has jurisdiction. The Chief of Engineers is called upon for advice and assistance as needed in formulating reservoir regulation requirements somewhat as follows:

a. In response to requests from the FERC, opinions and technical appraisals are furnished by the Corps of Engineers for consideration prior to issuance of licenses by the FERC. Such assistance may be limited to general presentations, or may include relatively detailed proposals for water control plans, depending upon the nature and scope of projects under consideration. The information furnished is subject to such consideration and use as the Chairman, FERC, deems appropriate. This may result in inclusion of simple provisions in licenses without elaboration, or relatively detailed requirements for reservoir regulation schedules and plans.

b

relatively detailed proposals for water control plans, depending upon the nature and scope of projects under consideration. The information furnished is subject to such consideration and use as the Chairman, FERC, deems appropriate. This may result in inclusion of simple provisions in licenses without elaboration, or relatively detailed requirements for reservoir regulation schedules and plans.

b. Some special acts of Congress provide for construction of dams and reservoirs by non-Federal agencies or private firms under licenses issued by the FERC, subject to stipulation that the operation and maintenance of the dams shall be subject to reasonable rules and regulations of the Secretary of the Army in the interest of flood control and navigation. Ordinarily no Federal funds are involved, thus Section 7 of the 1944 Flood Control Act does not apply. However, if issuance of regulations by the Secretary of the Army is required by the authority under which flood control or navigation provisions are included as functions of the specific project or otherwise specified in the FERC license, regulation plans will be prescribed in accordance with 33 CFR 208.11 regulations.

7. Projects constructed by the Corps of Engineers for local flood protection purposes are subject to conditions of local cooperation as provided in Section 3 of the Flood Control Act approved 22 June 1936, as amended. One of those conditions is that a responsible local agency will maintain and operate all works after completion in accordance with regulations prescribed by the Secretary of the Army. Most such projects consist mainly of levees and flood walls with appurtenant drainage structures. Regulations for operation and maintenance of these projects has been prescribed by the Secretary of the Army in 33 CFR 208.10. When a reservoir is included in such a project, it may be appropriate to apply 33 CFR 208.10 in establishing regulations for operation, without requiring their publication in the

Federal Register

onsist mainly of levees and flood walls with appurtenant drainage structures. Regulations for operation and maintenance of these projects has been prescribed by the Secretary of the Army in 33 CFR 208.10. When a reservoir is included in such a project, it may be appropriate to apply 33 CFR 208.10 in establishing regulations for operation, without requiring their publication in the

Federal Register.

For example, if the reservoir controls a small drainage area, has an uncontrolled flood control outlet with automatic operation or contains less than 12,500 acre-feet of flood control or navigation storage, 33 CFR 208.10 may be suitable. However, 33 CFR 208.11 regulations normally would be applicable in prescribing flood control regulations for the individual reservoir, if the project has a gated flood control outlet by which the local agency can regulate floods.

8. Regulation plans for projects owned by the Corps of Engineers are not prescribed in accordance with 33 CFR 208.11. However, regulation plans for projects constructed by the Corps of Engineers and turned over to other agencies or local interests for operation may be prescribed in accordance with 33 CFR 208.11.

9. The Small Reclamation Projects Act of 6 August 1956 provides that the Secretary of the Interior may make loans or grants to local agencies for the construction of reclamation projects. Section 5 of the Act provides in part that the contract covering any such grant shall set forth that operation be in accordance with regulations prescribed by the head of the Federal department or agency primarily concerned. Normally, 33 CFR 208.11 is not applicable to these projects.

Appendix C to § 222.5—Procedures for Developing and Processing Regulations for Non-Corps Projects in Conformance with 33 CFR 208.11

1.

Sequence of actions.

a

the contract covering any such grant shall set forth that operation be in accordance with regulations prescribed by the head of the Federal department or agency primarily concerned. Normally, 33 CFR 208.11 is not applicable to these projects.

Appendix C to § 222.5—Procedures for Developing and Processing Regulations for Non-Corps Projects in Conformance with 33 CFR 208.11

1.

Sequence of actions.

a. Discussions leading to a clarification of conditions governing allocations of storage capacity to flood control or navigation purposes and project regulation are initiated by District/Division Engineers through contacts with owners and/or operating agencies concerned at regional level.

b. Background information on the project and conditions requiring flood control or navigation services, and other relevant factors, are assembled by the District Engineer and incorporated in a “Preliminary Information Report”. The Preliminary Information Report will be submitted to the Division Engineer for review and approval. Normally, the agency having jurisdiction over the particular project is expected to furnish information on project features, the basis for storage allocations and any other available data pertinent to the studies. The Corps of Engineers supplements this information as required.

c. Studies required to develop reservoir regulation schedules and plans usually will be conducted by Corps of Engineers personnel at District level, except where the project regulation affects flows in more than one district, in which case the studies will be conducted by or under supervision of Division personnel. Assistance as may be available from the project operating agency or others concerned will be solicited.

d. When necessary agreements are reached at district level, and regulations developed in accordance with 33 CFR 208.11 and EM 1110-2-3600, they will be submitted to the Division Commander for review and approval, with information copies for DAEN-CWE-HW. Usually the regulations include diagrams of operating parameters.

e

lable from the project operating agency or others concerned will be solicited.

d. When necessary agreements are reached at district level, and regulations developed in accordance with 33 CFR 208.11 and EM 1110-2-3600, they will be submitted to the Division Commander for review and approval, with information copies for DAEN-CWE-HW. Usually the regulations include diagrams of operating parameters.

e. For projects owned by the Bureau of Reclamation, the respective Regional Directors are designated as duly authorized representatives of the Commissioner of Reclamation. By letter of 20 October 1976, the Commissioner delegated responsibilities to the Regional Directors as follows: “Regarding the designated authorization of representatives of the Commissioner of Reclamation in matters relating to the development and processing of Section 7 flood control regulations, we are designating each Regional Director as our duly authorized representative to sign all letters of understanding, water control agreements, water control diagrams, water control release schedules and other documents which may become part of the prescribed regulations. The Regional Director also will be responsible for obtaining the signature of the designated operating agency on these documents where such is required. Regarding internal coordination within the Bureau of Reclamation, the Regional Directors will obtain the review and approval of this office and at appropriate offices with our Engineering and Research Center, Denver, Colorado, prior to signing water control documents.”

f. In accordance with the delegation cited in paragraph e, 33 CFR 208.11 regulations pertaining to Bureau of Reclamation projects will be processed as follows:

on within the Bureau of Reclamation, the Regional Directors will obtain the review and approval of this office and at appropriate offices with our Engineering and Research Center, Denver, Colorado, prior to signing water control documents.”

f. In accordance with the delegation cited in paragraph e, 33 CFR 208.11 regulations pertaining to Bureau of Reclamation projects will be processed as follows:

(1) After regulation documents submitted by District Commanders are reviewed and approved by the Division Commander they are transmitted to the respective Regional Director of the Bureau of Reclamation for concurrence of comment, with a request that tracings of regulation diagrams be signed and returned to the Division Commander.

(2) If any questions arise at this stage appropriate actions are taken to resolve differences. Otherwise, the duplicate tracings of the regulation diagram are signed by the Division Commander and transmitted to the office of the project owner for filing.

(3) After full agreement has been reached in steps (1) and (2), the text of proposed regulations is prepared in final form. Copies of any diagrams involved are included for information only.

(4) A letter announcing completion of action on processing the regulations, with pertinent project data as specified in paragraph 208.11(d)(11) of 33 CFR 208.11, and one copy of the signed tracings of diagrams are forwarded to HQDA (DAEN-CWE-HW) WASH DC 20314 for promulgation and filing. The office of the Chief of Engineers will forward the pertinent project data to the Liaison Officer with the Federal Register, requesting publication in the

Federal Register.

g. Regulations developed in accordance with 33 CFR 208.11 and applicable to projects that are not under supervision of the Bureau of Reclamation are processed in substantially the manner described above. All coordination required between the Corps of Engineers and the operating agency will be accomplished at field level.

h

with the Federal Register, requesting publication in the

Federal Register.

g. Regulations developed in accordance with 33 CFR 208.11 and applicable to projects that are not under supervision of the Bureau of Reclamation are processed in substantially the manner described above. All coordination required between the Corps of Engineers and the operating agency will be accomplished at field level.

h. Upon completion of actions listed above, Division Commanders are responsible for informing the operating agencies at field level that regulations have been promulgated.

2.

Signature blocks:

Some 33 CFR 208.11 regulations contain diagrams of parameter curves that cannot be published in the

Federal Register,

but are made a part thereof by appropriate reference. Each diagram bears a title block with spaces for the signature of authenticating officials of the Corps of Engineers and the owner/operating agency of the project involved.

3.

Designation of Corps of Engineers Representatives.

Division Commanders are designated representatives of the Chief of Engineers in matters relating to development and processing of 33 CFR 208.11 regulations for eventual promulgation through publication of selected data specified in paragraph (d)(11) § 208.11. Division Commanders are designated as the Corps of Engineers signee on all letters of understanding, water control agreements and other documents which may become part of prescribed regulations for projects located in their respective geographic areas, and which are subject to the provisions of 33 CFR 208.11.

Appendix D to § 222.5—Sample Tabulation

Bardwell Lake, Monthly Lake Report, May 1975

Day

Elevations 0800: 2,400 feet-MSL

Storage 2400 A-F

Evap DSF

Pump DSF

Release DSF

Inflow adj

erstanding, water control agreements and other documents which may become part of prescribed regulations for projects located in their respective geographic areas, and which are subject to the provisions of 33 CFR 208.11.

Appendix D to § 222.5—Sample Tabulation

Bardwell Lake, Monthly Lake Report, May 1975

Day

Elevations 0800: 2,400 feet-MSL

Storage 2400 A-F

Evap DSF

Pump DSF

Release DSF

Inflow adj. DSF

Rain, inch

1

421.30 421.31

55979

28

2.0

0

84

0.00

2

421.32 421.37

56196

5

2.0

0

117

.00

3

421.43 421.44

56449

23

1.9

0

152

.14

4

421.45 421.47

56558

1

1.8

0

58

.00

5

421.49 421.34

56088

1

2.0

324

50

.00

6

421.20 421.01

54902

14

1.9

632

50

.00

7

420.88 420.89

54473

4

2.0

269

59

.09

8

420.89 420.91

54544

5

2.3

0

44

.00

9

420.90 420.89

54473

11

1.5

0

38

.00

10

420.90 420.90

54509

28

3.0

0

27

.00

11

420.91 421.35

56124

26

1.8

0

824

.00

12

421.54 421.65

57213

31

2.1

0

582

1.61

13

421.70 421.75

57578

29

2.2

0

216

.00

14

421.78 421.76

57614

34

1.9

249

303

.03

15

421.69 421.52

56739

22

1.9

643

225

.57

16

421.39 421.28

55871

39

2.1

535

138

.00

17

421.19 421.09

55188

10

2.2

393

119

.00

18

421.03 421.05

55045

46

2.0

143

60

.00

19

421.04 421.07

55116

17

2.3

0

55

.00

20

421.06 421.30

55943

21

2.1

0

440

.21

21

421.39 421.47

56558

20

2.1

0

332

.97

22

421.50 421.39

56268

42

2.1

247

145

.00

23

421.37 424.91

69726

31

2.0

328

7146

.22

24

425.61 426.15

74825

22

2.0

0

2595

2.38

25

426.15 426.55

76523

18

2.3

0

876

.11

26

426.72 426.80

77598

42

2.1

0

586

.00

27

426.95 427.00

78465

23

2.0

0

462

.00

28

427.14 427.15

79116

31

2.1

0

361

.19

29

427.31 427.70

81528

61

1.9

0

1279

.20

30

427.94 428.05

83082

11

2.0

0

796

1.02

31

428.20 428.22

83837

7

2.1

0

389

.00

Monthly total:

(DSF)

700

64

3763

18626

7.74

(A-F)

27966

1389

126

7464

36945

Appendix E to § 222.5—List of Projects

Project name

1

State/county

Stream

1

Project purpose

2

Storage 1,000 AF

Elev limits feet M.S.L.

Area in acres

Auth legis

3

Upper

Lower

Upper

Lower

Lower Mississippi Valley Division

Alligator—Catfish FG

MS Issaquena

Little Sunflower

F

0.0

0.0

0.0

0

0

FCA Jun 36

22

83837

7

2.1

0

389

.00

Monthly total:

(DSF)

700

64

3763

18626

7.74

(A-F)

27966

1389

126

7464

36945

Appendix E to § 222.5—List of Projects

Project name

1

State/county

Stream

1

Project purpose

2

Storage 1,000 AF

Elev limits feet M.S.L.

Area in acres

Auth legis

3

Upper

Lower

Upper

Lower

Lower Mississippi Valley Division

Alligator—Catfish FG

MS Issaquena

Little Sunflower

F

0.0

0.0

0.0

0

0

FCA Jun 36.

Arkabutla Lk

MS Desoto

Coldwater

F

525.0

238.3

209.3

33,400

5,100

FCA Jun 36.

Ascalmore—Tippo FG & CS

MS Tallahatchie

Ascalmore

F

0.0

136.0

118.0

0

0

FCA Jun 36.

Bienvenue FG

LA St Bernard

Bayou Bienvenue

F

0.0

2.0

2.0

0

0

PL 298-89

Big Lk Ditch #81 CS

AR Mississippi

Ditch 81 Extension.

C

0.0

0.0

230.0

0

0

FCA Oct 65.

Big Lk Div CS

AR Mississippi

Little R

C

0.0

0.0

230.0

0

0

FCA Oct 65.

Big Lk North End CS

AR Mississippi

Little R

C

0.0

0.0

230.0

0

0

FCA Oct 65.

Big Lk South end CS

AR Mississippi

Ditch 28

C

0.0

0.0

230.0

0

0

FCA Oct 65.

Birds Point—New Madrid Div Floodway

MO New Madrid

Mississippi

F

0.0

330.5

328.5

131,000

71,000

FCA May 28.

Bodcau Lk

LA Bossier

Bayou Bodcau

F

35.3

199.5

157.0

21,000

110

PL 74-839.

Bonnet Carre Div Spillway

LA St Charles

Mississippi R

F

0.0

24.0

20.0

0

0

FCA May 28.

Bowman Lock

LA Vermilion

GIWW

I

0.0

1.2

1.2

0

0

PL 79-14.

Caddo Lk

LA Caddo

Cypress Bayou

N

128.6

182.7

168.5

59,000

26,800

FCA Oct 65.

Cairo 10th & 20th St PS

IL Pulaski

Ohio

F

0.0

310.5

299.0

0

0

PL 90-483.

Calcasieu SW Barrier & Lock

LA Calcasieu

Calcasieu R

I

0.0

1.2

1.2

0

0

RHA Oct 62.

PL 79-525.

Calion L&D

AR Union

Ouachita

N

0.0

77.0

77.0

12,200

12,200

RHA 1950.

Calument FG East & West

LA St Mary

Wax Lake Outlet Bayou Teche

FN

0.0

3.0

3.0

0

0

FCA Jun 36.

Cannon Re-reg

MO Ralls

Salt R

PCA

5.8

528.0

521.0

1,020

460

HD 507.

Carlyle Lk

IL Clinton

Kaskaskia R

F

699.0

462.5

445.0

50,440

24,580

SD 44.

NMCAR

233.0

445.0

429.5

0

7,100

Catahoula Lk CS

LA LaSalle

Catahoula Div

CR

118.0

34.0

27.0

25,000

94

RHA 1960.

Catfish Point CS

LA Cameron

Mermentau R

FN

0.0

1.2

1.2

0

0

FCA Aug 41, RHA Jul 64

Mary

Wax Lake Outlet Bayou Teche

FN

0.0

3.0

3.0

0

0

FCA Jun 36.

Cannon Re-reg

MO Ralls

Salt R

PCA

5.8

528.0

521.0

1,020

460

HD 507.

Carlyle Lk

IL Clinton

Kaskaskia R

F

699.0

462.5

445.0

50,440

24,580

SD 44.

NMCAR

233.0

445.0

429.5

0

7,100

Catahoula Lk CS

LA LaSalle

Catahoula Div

CR

118.0

34.0

27.0

25,000

94

RHA 1960.

Catfish Point CS

LA Cameron

Mermentau R

FN

0.0

1.2

1.2

0

0

FCA Aug 41, RHA Jul 64.

Charenton FG

LA St Mary

Grand Lk

FN

0.0

0.0

0.0

0

0

RHA Jul 46, FCA May 28.

Cocodrie FG FG

LA Concorida

Bayou Cocodrie

F

0.0

46.0

13.0

0

0

FCA Aug 41.

Collins Cr

MS Warren

Collins Cr

F

0.0

84.0

67.0

0

0

FCA 1941.

Columbia L&D

LA Caldwell

Ouachita

N

0.0

52.0

52.0

7,070

7,070

RHA 1950.

Connerly CS

AR Chicot

Connerly Bayou

FCR

0.0

116.0

106.0

0

0

FCA Aug 68.

Courtableau Drainage CS

LA St Landry

Bayou Courtableau

F

0.0

18.0

16.0

0

0

FCA May 28, PL 391-70.

Darbonne CS

LA St. Landry

Bayou Darbonne

FI

0.0

18.0

16.0

0

0

FCA May 28, PL 391-70.

DeGray LK

AR Desoto

Caddo

FNPMRA

881.9

423.0

345.0

23,800

6,400

RHA 1950, WSA 1958.

DeGray Rereg. St

AR Clark

Caddo

NMRA

3.6

221.0

209.0

430

90

RHA 1950. WSA 1958.

Ditch Bayou Dam

AR Chicot

Ditch Bayou

FCR

0.0

106.0

93.0

0

0

FCA Aug 68.

Drainage Dist #17 PS

AR Mississippi

Ditch 71

F

3.0

236.0

228.0

4,100

0

FCA Aug 68, PL 90-483.

Drinkwater PS

MO Mississippi

Drinkwater Sewer

F

20.6

315.0

307.0

4,000

700

FCA May 50, PL 516.

Dupre FG

LA St Bernard

Bayou Dupre

F

0.0

2.0

2.0

0

0

PL 298-89.

East St Louis PS

IL St. Clair

IDD

F

0.0

0.0

0.0

0

0

FC Act 36.

Empire FG Hurr Prot & Lock

LA Plaque mines

Mississippi R

F

0.0

5.0

5.0

0

0

PL 874-87.

Enid Lk

MS Yalobusha

Yacona

F

660.0

268.0

230.0

28,000

6,100

FCA Jun 36.

Felsenthal L&D

AR Union

Ouachita

N

32.5

70.0

65.0

46,500

17,500

RHA 1950.

Finley Street PS

TN Dyer

Forked Deer

F

0.5

269.0

257.0

94

22

FCA 1948, PL 85-500.

Freshwater Lock

LA Vermilion

Freshwater Bayou

I

0.0

0.0

0.0

0

0

PL 86-645.

NI

Graham Burke PS

AR Phillips

White

F

2,805.0

174.8

140.0

149,000

2,500

FCA May 28, PL 85-500

.

Enid Lk

MS Yalobusha

Yacona

F

660.0

268.0

230.0

28,000

6,100

FCA Jun 36.

Felsenthal L&D

AR Union

Ouachita

N

32.5

70.0

65.0

46,500

17,500

RHA 1950.

Finley Street PS

TN Dyer

Forked Deer

F

0.5

269.0

257.0

94

22

FCA 1948, PL 85-500.

Freshwater Lock

LA Vermilion

Freshwater Bayou

I

0.0

0.0

0.0

0

0

PL 86-645.

NI

Graham Burke PS

AR Phillips

White

F

2,805.0

174.8

140.0

149,000

2,500

FCA May 28, PL 85-500.

Grenada Lk

MS Grenada

Yalobusha Skuna

F

1,357.4

231.0

193.0

64,600

9,800

FCA Jun 36.

Huxtable PS

AR Lee

St Francis

F

2,863.0

207.2

165.0

18,500

1,400

FCA May 50.

Jonesville L&D

LA Catahoula

Black

N

0.0

34.0

34.0

7,120

7,120

RHA 1950.

Kaskaskia L&D

IL Randolph

Kaskaskia R

N

1.1

368.0

363.0

1,300

1,200

SD 44.

L&D 1

LA Catahula

Red R

N

0.0

40.0

40.0

0

0

PL 90-483.

L&D 2

LA Rapides

Red R

N

0.0

71.2

64.0

0

0

PL 90-483.

L&D 3

LA Rapides

Red R

N

0.0

95.0

91.5

0

0

PL 90-483.

L&D 4

LA Natchitoches

Red R

N

0.0

120.0

119.6

0

0

PL 90-483.

L&D 5

LA Red R

Red R

N

0.0

145.0

140.2

0

0

PL 90-483.

L&D 24

MO Pike

Mississippi R

N

29.7

449.0

445.0

13,000

12,000

R&H Act, Jul 3/30.

R&H Act, Aug 30/35.

L&D 25

MO Lincoln

Mississippi R

N

49.7

434.0

429.7

18,000

16,600

R&H Act, Jul 3/30.

R&H Act, 8/30/35.

L&D 26

IL Madison

Mississippi R

N

107.1

419.0

414.0

30,000

27,700

R&H Act, Jul 3/30.

R&H Act, 8/30/1935.

Larose to Golden Meadow Hurr Prot FG

LA LaFourche

Bayou LaFourche

F

0.0

3.0

3.0

0

0

FCA Oct 65, PL 89-298.

Little Sun flower CS

MS Issaquena

Lit. Sunflower

F

0.0

85.0

60.0

0

0

FCA 1941.

Lk #9 Culvert & PS

KY Fulton

Mississippi

F

6.5

286.0

282.0

0

0

FCA Oct 65.

Lk Chicot PS

AR Chicot

Macon Lk

FCR

0.0

118.2

90.0

0

0

FCA Aug 68.

Lk Greeson

AR Pike

Little Missouri

P

0.0

563.0

436.9

0

0

FCA 1941.

FP

407.9

563.0

504.0

9,800

2,500

Lk Ouachita

AR Garland

Ouachita

P

0.0

592.0

480.0

0

0

FCA Dec 44.

Long Branch DS

LA Catahoula

Catahoula Div

F

0.0

32.5

32.5

0

0

FCA May 50.

Mark Twain Lk

MO Ralls

Salt R

F

894.0

638.0

606.0

38,400

18,600

HD 507.

PMCAR

457.0

606.0

567.2

18,600

5,900

Marked Tree Siphon

AR Poinsett

St

0

0

0

FCA Aug 68.

Lk Greeson

AR Pike

Little Missouri

P

0.0

563.0

436.9

0

0

FCA 1941.

FP

407.9

563.0

504.0

9,800

2,500

Lk Ouachita

AR Garland

Ouachita

P

0.0

592.0

480.0

0

0

FCA Dec 44.

Long Branch DS

LA Catahoula

Catahoula Div

F

0.0

32.5

32.5

0

0

FCA May 50.

Mark Twain Lk

MO Ralls

Salt R

F

894.0

638.0

606.0

38,400

18,600

HD 507.

PMCAR

457.0

606.0

567.2

18,600

5,900

Marked Tree Siphon

AR Poinsett

St. Francis

F

0.0

229.0

198.3

0

0

FCA Jun 30.

Morganza Div CS

LA Point Coupee

Morganza Floodway

F

0.0

59.5

49.0

0

0

FCA May 28.

Muddy Bayou CS

MS Warren

Muddy Bayou

FC

30.0

76.9

70.0

4,350

2,860

FCA Oct 65.

Old River Div CS Low Sill Overbank & Aux

LA W. Feliciana

Old R

F

0.0

70.0

5.0

0

0

PL 83-780.

Old River Lock

LA W Feliciana

Old R

N

0.0

65.4

10.0

0

0

FCA Sep 54, PL 780-83.

Port Allen Lock

LA Port Allen

GIWW

N

0.0

46.1

2.6

0

0

RHA Jul 46.

Prairie Dupont East & West PS

IL St Clair

IDD

F

0.0

0.0

0.0

0

0

FC Act 62.

Rapides-Boeuf Div Canal CS

LA Rapides

Bayou Rapides

F

0.0

66.0

62.2

0

0

FCA Aug 41, GD 359-77.

Rend Lk

IL Franklin

Big Muddy R

F

109.0

405.0

410.0

24,800

18,900

HD 541.

MA

160.0

405.0

391.3

18,900

5,400

Sardis Lk

MS Panola

Little Sunflower

F

1,569.9

281.4

236.0

58,500

10,700

FCA Jun 36.

Schooner Bayou CS & Lock

LA Vermilion

Schooner Bayou

I

0.0

1.2

1.2

0

0

FCA Aug 41.

Shelbyville Lk

IL Shelby

Kaskaskia R

F

474.0

626.5

599.7

25,300

11,100

HD 232.

NMCAR

180.0

599.7

573.0

11,100

3,000

Sorrell Lock

LA Iberville

GIWW

N

0.0

29.7

3.5

0

0

FCA May 28.

St Francis Lk CS

AR Poinsett

Oak Donnick Floodway

C

0.0

0.0

210.0

0

2,240

FCA Oct 65.

Steele Bayou CS

MS Issaquena

Steele Bayou

F

0.0

68.5

60.0

0

0

FCA 1941.

Tchula Lk Lower FG

MS Humphreys

Tchula Lk

F

0.0

110.0

84.0

0

0

FCA Jun 36.

Tchula Lk Upper FG

MS Humphreys

Tchula Lk

F

0.0

108.0

92.0

0

0

FCA Jun 36.

Teche-Vermilion PS & CS

LA St Mary

Atchafalaya R

MI

0.1

18.0

16.0

0

0

PL 89-789, FCA May 28.

Tensas-Cocodrie PS

LA Cocordia

Bayou Corcodrie

F

0.0

37.0

23.0

0

0

FCA Oct 65.

Treasure Island PS

MO Dunklin

Little R

F

23.4

252.0

235.0

7,800

180

FCA Jul 46

Tchula Lk Lower FG

MS Humphreys

Tchula Lk

F

0.0

110.0

84.0

0

0

FCA Jun 36.

Tchula Lk Upper FG

MS Humphreys

Tchula Lk

F

0.0

108.0

92.0

0

0

FCA Jun 36.

Teche-Vermilion PS & CS

LA St Mary

Atchafalaya R

MI

0.1

18.0

16.0

0

0

PL 89-789, FCA May 28.

Tensas-Cocodrie PS

LA Cocordia

Bayou Corcodrie

F

0.0

37.0

23.0

0

0

FCA Oct 65.

Treasure Island PS

MO Dunklin

Little R

F

23.4

252.0

235.0

7,800

180

FCA Jul 46.

Wallace Lk

LA Caddo

Cypress Bayou

F

96.1

158.0

142.0

9,300

2,300

RHA Mar 45, PL 75-761.

Wappapello Lk

MO Wayne

St Francis R

F

613.2

394.7

354.7

23,200

5,200

HD 159.

Wasp Lk

MS Humphreys

Wasp Lk-Bear Cr

F

0.0

111.6

88.5

0

0

FCA Jun 36.

West Hickman PS

KY Fulton

Mississippi

F

0.0

302.0

296.0

9

4

FCA 1948.

Wood R PS

IL Madison

IDD

F

0.0

0.0

0.0

0

0

FC Act 38.

Yazoo City PS

MS Yazoo

Yazoo

F

0.0

96.0

69.0

0

0

FCA Jun 36.

Missouri River Division

Bear Creek Dam & Res

CO Jefferson

Bear Cr

F

28.8

5,635.5

5,558.0

718

109

PL 90-483.

FCR

1.9

5,558.0

5,528.0

109

17

SD 87-90.

Big Bend Dam & Lk Sharpe

SD Lyman Buffalo Hughes

Missouri R

F

61.0

1,423.0

1,422.0

61,000

60,000

PL 78-534.

FNPIMCAR

117.0

1,422.0

1,420.0

60,000

57,000

SD 247-78.

Blue Springs Dam & Lk

MO Jackson

Little Blue R

F

15.8

820.0

802.0

982

722

PL 90-483.

FRC

10.8

802.0

760.0

722

0

HD 169-90.

Blue Stem Lake & Dam 4

NE Lancaster

Olive Br. Salt Creek

F

7.2

1,322.5

1,307.4

660

315

PL 85-500.

FCR

3.0

1,307.4

1,277.0

315

1

HD 396-84.

Bowman-Haley Dam & Res

ND Bowman

No Fk Grand River

F

72.7

2,777.0

2,754.8

5,131

1,732

PL 87-874.

FMCR

15.5

2,754.8

2,740.0

1,732

565

HD 574-87.

Branched Oak Lk & Dam 18

NE Lancaster

Oak Creek trib. Salt Creek

F

71.6

1,311.0

1,284.0

3,640

1,780

PL 85-500.

FCR

26.0

1,284.0

1,250.0

1,780

0

HD 396-84.

Bull Hook Dam

MT Hill

Bull Hook Cr Scott Coulee

F

6.5

2,593.0

2,540.0

283

0

PL 78-534.

Cedar Canyon Dam

SD Pennington

Deadman's Gulch

F

0.1

3,545.0

3,526.0

11

2

PL 80-858.

Chatfield Dam & Res

CO Douglas

S Platte

F

204.7

5,500.0

5,432.0

4,742

1,412

PL 81-516.

FQ

26.7

5,432.0

5,385.0

1,412

12

HD 669-80

lt Creek

F

71.6

1,311.0

1,284.0

3,640

1,780

PL 85-500.

FCR

26.0

1,284.0

1,250.0

1,780

0

HD 396-84.

Bull Hook Dam

MT Hill

Bull Hook Cr Scott Coulee

F

6.5

2,593.0

2,540.0

283

0

PL 78-534.

Cedar Canyon Dam

SD Pennington

Deadman's Gulch

F

0.1

3,545.0

3,526.0

11

2

PL 80-858.

Chatfield Dam & Res

CO Douglas

S Platte

F

204.7

5,500.0

5,432.0

4,742

1,412

PL 81-516.

FQ

26.7

5,432.0

5,385.0

1,412

12

HD 669-80.

Cherry Cr Dam & Res

CO Araphahoe

Cherry Cr

F

80.0

5,598.0

5,550.0

2,637

852

PL 77-228.

FR

14.0

5,550.0

5,504.0

852

0

HD 426-76, PL 78-534.

Clinton Dam & Lk

KS Douglas

Wakarusa R

F

267.8

903.4

875.5

12,891

7,006

PL 87-874.

FMCAR

129.2

875.5

820.0

7,006

0

SD 122-87.

Cold Brook Dam & Res

SD Fall River

Cold Brook

F

6.7

3,651.4

3,585.0

198

36

PL 77-228.

FR

0.5

3,585.0

3,548.0

36

0

HD 655-76.

Conestoga Lake & Dam 12

NE Lancaster

Holmes Cr Trib to Salt Cr

F

8.0

1,252.0

1,232.9

620

230

PL 85-500.

FCR

2.6

1,232.9

1,197.0

230

1

HD 396-84.

Cottonwood Springs Dam & Res

SD Fall River

Cottonwood Springs Cr

F

7.7

3,936.0

3,875.0

214

44

PL 77-228.

FR

0.2

3,875.0

3,868.0

44

30

HD 655-76.

Fort Peck Dam & Res

MT Valley, Mc Cone Garfield

Missouri R

F

977.0

2,250.0

2,246.0

249,000

240,000

PL 73-409.

FNPIMCAR

13,649.0

2,246.0

2,160.0

240,000

92,000

PL 75-529, HD 238-73.

PL 78-534, SD 247-78.

Fort Randall Dam, Lk Francis Case

SD Gregory Charles

Missouri R

F

985.0

1,375.0

1,365.0

102,000

95,000

PL 78-534.

FNPIMCAR

3,021.0

1,365.0

1,320.0

95,000

41,000

SD 247-78.

Garrison Dam, Lk Sakakawea

ND Mercer McLean

Missouri R

F

1,494.0

1,854.0

1,850.0

382,000

365,000

PL 78-534.

FNPIMCAR

17,440.0

1,850.0

1,775.0

365,000

129,000

SD 247-78.

Gavins Point Dam, Lewis & Clark Lk

SD Yankton

Missouri R

F

61.0

1,210.0

1,208.0

32,000

29,000

PL 78-534.

NE Knox

FNPIMCAR

95.0

1,208.0

1,204.5

29,000

25,000

SD 247-78.

Glenn Cunningham Lk, Dam 11

NE Douglas

Little Papillion Cr

F

14.0

1,142.0

1,121.0

922

392

PL 90-483.

FRCA

3.9

1,121.0

1,085.0

392

0

HD 349-90.

Harlan County Lk

NE Harlan

Republican R

F

498.0

1,973.5

1,946.0

23,064

13,249

PL 77-228

.

Gavins Point Dam, Lewis & Clark Lk

SD Yankton

Missouri R

F

61.0

1,210.0

1,208.0

32,000

29,000

PL 78-534.

NE Knox

FNPIMCAR

95.0

1,208.0

1,204.5

29,000

25,000

SD 247-78.

Glenn Cunningham Lk, Dam 11

NE Douglas

Little Papillion Cr

F

14.0

1,142.0

1,121.0

922

392

PL 90-483.

FRCA

3.9

1,121.0

1,085.0

392

0

HD 349-90.

Harlan County Lk

NE Harlan

Republican R

F

498.0

1,973.5

1,946.0

23,064

13,249

PL 77-228.

FI

342.6

1,946.0

1,875.0

13,249

0

HD 892-76, PL-78-534.

Harry S Truman Dam & Res

MO Benton

Osage R

F

4,005.9

739.6

706.0

209,300

55,600

PL 83-780.

FPCR

1,203.4

706.0

635.0

55,600

0

HD 549-81, PL 87-874.

HD 578-87.

Hillsdale Lk

KS Miami

Big Bull Cr

F

83.6

931.0

917.0

7,410

4,580

PL 83-780.

FNMCAR

76.3

917.0

852.4

4,580

0

HD 642-81.

Holmes Park Lk & Dam 17

NE Lancaster

Antelope Cr Trib to Salt Cr

F

5.7

1,266.0

1,242.4

410

100

PL 85-500.

FCR

0.8

1,242.4

1,218.0

100

3

HD 396-84.

Kanopolis Lk

KS Ellsworth

Smoky Hill R

F

370.0

1,508.0

1,463.0

13,999

3,560

PL 75-761.

FI

55.8

1,463.0

1,425.0

3,560

0

PL 78-534, HD 842-76.

Kelly Road Dam

CO Araphoe

Westerly Cr

F

0.3

5,362.0

5,342.0

38

0

PL 80-858, PL 84-99.

Long Branch Lk

MO Randolph

Little East Fk Chariton R

F

30.4

801.0

791.1

3,670

2,429

PL 89-298.

FCAR

34.6

791.0

751.1

2,429

0

HD 238-89.

Longview Lk

MO Jackson

Little Blue R

F

24.8

909.0

891.0

1,960

930

PL 90-483.

FCAR

22.1

891.0

810.0

930

0

HD 169-90.

Melvern Lk

KS Osage

Marais des Cygnes R

F

208.4

1,057.0

1,036.0

13,948

6,928

PL 83-780.

FNMCAR

154.4

1,036.0

960.0

6,928

0

PL 75-761, HD 549-81.

Milford Lk

KS Geary

Republican R

F

756.7

1,176.2

1,144.4

27,255

17,270

PL 83-780.

FCA

388.8

1,144.4

1,080.0

15,709

0

HD 642-81, PL 75-761.

Oahe Dam & Lk

ND 4 Counties

Missouri R

F

1,097.0

1,620.0

1,617.0

373,000

359,000

PL 78-534.

SD 8 Counties

FNPIMCAR

16,789.0

1,617.0

1,540.0

359,000

117,000

SD 247-78.

Olive Cr Lk & Dam 2

NE Lancaster

Olive Br of Salt Cr

F

4.0

1,350.0

1,335.0

355

174

HD 396-84.

FCR

1.5

1,335.0

1,314.0

174

4

PL 85-500.

Papio Dam Site #18 & Lk

NE Douglas

Boxelder Cr Papio Cr

F

7.1

1,128.2

1,110.0

595

255

PL 90-483

1.

Oahe Dam & Lk

ND 4 Counties

Missouri R

F

1,097.0

1,620.0

1,617.0

373,000

359,000

PL 78-534.

SD 8 Counties

FNPIMCAR

16,789.0

1,617.0

1,540.0

359,000

117,000

SD 247-78.

Olive Cr Lk & Dam 2

NE Lancaster

Olive Br of Salt Cr

F

4.0

1,350.0

1,335.0

355

174

HD 396-84.

FCR

1.5

1,335.0

1,314.0

174

4

PL 85-500.

Papio Dam Site #18 & Lk

NE Douglas

Boxelder Cr Papio Cr

F

7.1

1,128.2

1,110.0

595

255

PL 90-483.

FCAR

3.4

1,110.0

1,060.5

255

0

HD 349-90.

Papio Dam Site #20 & Lk

NE Sarpy

Trib South Branch Papio

F

6.1

1,113.1

1,096.0

493

246

PL 90-483.

FCAR

2.7

1,096.0

1,069.0

246

10

HD 349-90.

Pawnee Lk & Dam 14

NE Lancaster

No. Middle Cr of Salt Cr

F

21.0

1,263.5

1,244.3

1,470

728

PL 85-500.

FCR

8.5

1,244.3

1,206.0

728

1

HD 396-84.

Perry Lk

KS Jefferson

Delaware R

F

521.9

920.6

891.5

25,342

12,202

PL 83-780.

FN

243.2

891.5

825.0

122

0

HD 642-81.

Pipestem Dam & Res

ND Stutsman

Pipestem Cr

F

137.0

1,496.3

1,442.4

4,754

885

PL 89-298.

FRC

9.6

1,442.4

1,415.0

885

62

HD 266-89.

Pomme De Terre Lk

MO Polk

Pomme De Terre R

F

407.2

874.0

839.0

15,980

7,890

PL 75-761.

FNPCAR

241.6

839.0

750.0

7,890

0

HD 549-81, PL 83-780.

Pomona Lk

KS Osage

110 Mile Cr

F

176.8

1,003.0

974.0

8,520

400

PL 83-780.

FNMAR

70.6

974.0

912.0

4,000

0

HD 549-81.

Rathbun Lk

IA Appanoose

Chariton R

F

346.3

926.0

904.0

20,948

11,013

PL 83-780.

FNM

205.4

904.0

844.0

11,013

0

HD 561-81.

Smithville Lk

MO Clay

Little Platte R

F

101.8

876.2

864.2

9,995

7,192

PL 89-298.

FMCAR

144.6

864.2

799.0

7,192

0

HD 262-89.

Spring Gulch Imbankment

CO Douglas

Spring Gulch

F

1.8

5,600.00

5,535.0

88

0

PL 81-516, HD 669-80.

Stagecoach Lk & Dam 9

NE Lancaster

Hickman Br of Salt Cr

F

4.7

1,285.0

1,271.1

490

196

PL 85-500.

>

FRC

1.9

1,271.1

1,246.0

196

0

HD 396-84.

Standing Bear Lk & Dam 16

NE Douglas

Trib Big Papillion Cr

F

3.7

1,121.0

1,104.0

302

137

PL 90-483.

FRC

1.5

1,104.0

1,060.0

137

0

HD 349-90.

Stockton Lk

MO Cedar

Sac R

F

779.6

892.0

867.0

38,288

24,777

PL 83-780.

FARPN

887.1

867.0

760.0

24,777

0

HD 549-89

80.

Stagecoach Lk & Dam 9

NE Lancaster

Hickman Br of Salt Cr

F

4.7

1,285.0

1,271.1

490

196

PL 85-500.

>

FRC

1.9

1,271.1

1,246.0

196

0

HD 396-84.

Standing Bear Lk & Dam 16

NE Douglas

Trib Big Papillion Cr

F

3.7

1,121.0

1,104.0

302

137

PL 90-483.

FRC

1.5

1,104.0

1,060.0

137

0

HD 349-90.

Stockton Lk

MO Cedar

Sac R

F

779.6

892.0

867.0

38,288

24,777

PL 83-780.

FARPN

887.1

867.0

760.0

24,777

0

HD 549-89.

Tuttle Creek Lk

KS Riley

Big Blue R

F

1,937.4

1,136.0

1,075.0

54,179

14,875

PL 75-761.

FN

177.1

1,075.0

1,061.0

14,875

0

HD 842-76.

Twin Lakes & Dam 13

NE Seward

Middle Cr Salt Cr

F

5.3

1,355.0

1,341.0

505

255

PL 85-500.

CFR

2.8

1,341.0

1,306.0

255

1

HD 396-84.

Wagon Train Lk & Dam 8

NE Lancaster

Hickman Br of Salt Cr

F

6.8

1,302.0

1,287.8

660

303

PL 85-500.

FCR

2.5

1,287.8

1,260.0

303

4

HD 396-84.

Wehrspann Lk & Dam 20

NE Sarpy

Trib South Branch Papio

F

6.1

1,113.1

1,096.0

493

246

PL 90-483.

FCAR

2.7

1,096.0

1,069.0

246

10

HD 349-90.

Wilson Lk

KS Russell

Saline R

F

530.7

1,554.0

1,516.0

19,980

9,040

PL 78-534.

FRC

247.8

1,516.0

1,440.0

9,040

0

SD 191-78, SD 247-78.

Yankee Hill Lk & Dam 10

NE Lancaster

Cardwell Br of Salt Cr

F

5.6

1,262.0

1,244.9

475

208

PL 85-500.

FCR

2.0

1,244.9

1,218.0

208

0

HD 396-84.

North Atlantic Division

Almond Lake

NY Steuben

Canacadea Cr

F

14.6

1,300.0

1,255.0

489

124

PL 74-738.

Alvin R. Bush Dam

PA Clinton

Kettle Cr

F

73.4

937.0

840.0

1,430

160

FCA Sep 54.

Arkport Dam

NY Steuben

Canisteo R

F

8.0

1,304.0

1,218.0

192

0

PL 74-738.

Aylesworth Cr Lk

PA Lackawanna

Aylesworth Cr

F

1.7

1,150.0

1,108.0

87

7

PL 87-874.

Beltzville Dam & Lk

PA Carbon, Monroe

Pohopoco Cr

F

27.0

651.0

628.0

1,411

947

PL 87-874.

FMA

39.8

628.0

537.0

947

113

Bloomington Lk

MD Garret

North Branch Potomac R

F

36.2

1,500.0

1,466.0

1,184

952

PL 87-874.

FMA

92.0

1,466.0

1,255.0

952

42

Blue Marsh Dam & Lk

PA Lebanon Berks

Tulpehocken CR

F

27.1

307.0

290.0

2,159

1,147

PL 87-874.

FMA

19.9

290.0

261.0

1,147

323

Cowanesque Lk

PA Tioga

Cowanesque R

F

82.0

1,117.0

1,045.0

2,060

410

PL 85-500

Cr

F

27.0

651.0

628.0

1,411

947

PL 87-874.

FMA

39.8

628.0

537.0

947

113

Bloomington Lk

MD Garret

North Branch Potomac R

F

36.2

1,500.0

1,466.0

1,184

952

PL 87-874.

FMA

92.0

1,466.0

1,255.0

952

42

Blue Marsh Dam & Lk

PA Lebanon Berks

Tulpehocken CR

F

27.1

307.0

290.0

2,159

1,147

PL 87-874.

FMA

19.9

290.0

261.0

1,147

323

Cowanesque Lk

PA Tioga

Cowanesque R

F

82.0

1,117.0

1,045.0

2,060

410

PL 85-500.

Curwensville Lk

PA Clearfield

West Branch Susquehanna R

F

114.7

1,228.0

1,162.0

3,020

790

FCA Sep 54.

East Sidney Lk

NY Delaware

Ouleout Cr

F

30.2

1,203.0

1,150.0

1,100

210

PL 74-738.

Foster Joseph Sayers Dam

PA Centre

Bald Eagle Cr

F

70.2

657.0

630.0

3,450

1,730

FCA Sept 54.

Francis E. Walter Dam & Res

PA Carbon, Luzerne, Monroe

Lehigh R

F

107.8

1,450.0

1,300.0

1,830

80

PL 79-526.

Gathright Dam & Lk Moomaw

VA Alleghany, Bath

Jackson R

F

79.9

1,610.0

1,582.0

3,160

2,530

PL 79-526.

AR

60.7

1,582.0

1,554.0

2,530

1,780

General Edgar Jadwin Dam

PA Wayne

Dyberry Cr

F

24.5

1,053.0

973.0

659

0

PL 80-858.

Prompton Dam & Res

PA Wayne

W Br Lackawaxen R

F

48.5

1,205.0

1,125.0

910

290

PL 80-858.

Raystown Lk

PA Huntingdon

Raystown Br

F

248.0

812.0

786.0

10,800

8,300

PL 87-874.

FR

514.0

786.0

622.8

8,300

150

Stillwater Lk

PA Susquehanna

Lackawanna R

F

11.6

1,621.0

1,572.0

422

83

PL 77-228.

Tioga-Hammond Lakes Hammond

PA Tioga

Crooked Cr

F

54.2

1,131.0

1,086.0

1,770

680

PL 85-500.

Tioga-Hammond Lakes Tioga

PA Tioga

Tioga R

F

52.5

1,131.0

1,081.0

1,630

470

PL 85-500.

Whitney Piont Lk

NY Broome

Otselic R

F

66.5

1,010.0

973.0

3,340

1,200

PL 74-738.

York Indian Rock Dam

PA York

Codorus Cr

F

28.0

435.0

370.0

1,430

0

PL 74-738.

North Central Division

Badhill Dam & Res

ND Barnes

Sheyenne R

FM

68.6

1,266.0

1,257.2

5,430

4,430

FCA Dec 44.

Brandon Road L&D

IL Will

Illinois R

N

8.0

539.0

538.0

300

250

PL 71-126.

Cedars L&D

WI Outagamie

Fox R

N

1.8

703.6

698.7

255

140

RHA of 1882, 1885.

Coralville Dam & Res

IA Johnson

Iowa R

F

439.0

712.0

680.0

24,800

3,580

PL 75-761.

C

40.3

680.0

652.0

3,580

0

PL 75-761

0.0

1,430

0

PL 74-738.

North Central Division

Badhill Dam & Res

ND Barnes

Sheyenne R

FM

68.6

1,266.0

1,257.2

5,430

4,430

FCA Dec 44.

Brandon Road L&D

IL Will

Illinois R

N

8.0

539.0

538.0

300

250

PL 71-126.

Cedars L&D

WI Outagamie

Fox R

N

1.8

703.6

698.7

255

140

RHA of 1882, 1885.

Coralville Dam & Res

IA Johnson

Iowa R

F

439.0

712.0

680.0

24,800

3,580

PL 75-761.

C

40.3

680.0

652.0

3,580

0

PL 75-761.

Depree L&D

WI Brown

Fox R

N

9.4

591.0

586.7

926

0

PL 71-126.

Dresden Island L&D

IL Grundy

Illinois R

N

1.0

505.0

504.0

1,690

1,550

FCA 1958.

Eau Galle Dam & Res

WI Pierce

Eau Galle R

FCR

1.6

940.0

938.5

1,500

1,350

PL 78-534.

Farmdale Dam

IL Tazwell

Farm Cr

F

11.3

616.0

551.0

385

0

PL 78-534.

Fondulac Dam

IL Tazwell

Fondulac Cr

F

2.3

579.0

530.0

97

0

PL 78-534.

Gull Lk Dam & Res

MN Cass

Gull R

N

70.4

1,194.0

1,192.7

13,100

12,700

RHA 1899.

Highway 75 Dam & Res

MN Bigstone, Lacqui, Parle

Minnesota R

FC

11.1

952.3

947.3

2,790

910

FCA Oct 65.

Homme Dam & Res

ND Walsh

Park R

FM

3.7

1,080.0

1,074.0

190

176

FCA of 22 Dec 44.

L&D 1

MN Hennepin, Ramsey

Mississippi R

N

13.0

725.1

722.8

5,800

5,500

RHA 1910.

L&D 2

MN Dakota, Wash

Mississippi R

N

8.0

687.2

686.5

11,810

11,000

RHA 1927.

L&D 3

MN Goodhue, Pierce

Mississippi R

N

17.8

675.0

674.0

17,950

17,650

RHA 1930.

L&D 4

WI Wabasha, Buffalo

Mississippi R

N

18.0

667.0

666.5

38,820

36,600

RHA 1930.

L&D 5

MN Winona, Buffalo

Mississippi R

N

6.2

660.0

659.5

12,680

12,000

RHA 1930.

L&D 5A

MN Winona, Buffalo

Mississippi R

N

7.2

651.0

650.0

7,500

7,000

RHA 1930.

L&D 6

MN Winona

Mississippi R

N

8.4

645.5

644.5

8,870

8,000

RHA 1930.

L&D 7

MN Winona

Mississippi R

N

2.6

639.0

639.0

13,440

13,400

RHA 1930.

WI LaCrosse

L&D 8

MN Houston

Mississippi R

N

20.4

631.0

630.0

20,800

20,000

RHA 1930.

WI Vernon

L&D 9

WI Crawford

Mississippi R

N

28.7

620.0

619.0

29,125

28,300

RHA 1930.

IA Allamakee

L&D 10

IA Clayton

Mississippi R

N

16.8

611.0

610.0

17,070

16,500

RHA 1930.

WI Grant

L&D 11

IA Dubuque

Mississippi R

N

19.1

603.1

602.0

21,100

20,000

PL 71-520

a

Mississippi R

N

2.6

639.0

639.0

13,440

13,400

RHA 1930.

WI LaCrosse

L&D 8

MN Houston

Mississippi R

N

20.4

631.0

630.0

20,800

20,000

RHA 1930.

WI Vernon

L&D 9

WI Crawford

Mississippi R

N

28.7

620.0

619.0

29,125

28,300

RHA 1930.

IA Allamakee

L&D 10

IA Clayton

Mississippi R

N

16.8

611.0

610.0

17,070

16,500

RHA 1930.

WI Grant

L&D 11

IA Dubuque

Mississippi R

N

19.1

603.1

602.0

21,100

20,000

PL 71-520.

L&D 12

IA Jackson

Mississippi R

N

12.2

592.1

591.0

13,000

12,400

PL 71-520.

L&D 13

IL Whiteside

Mississippi R

N

24.2

583.1

582.0

30,000

28,500

PL 71-520.

L&D 14

IA Scott

Mississippi R

N

9.0

572.1

571.0

10,500

9,980

PL 71-520.

L&D 15

IL Rock Island

Mississippi R

N

5.5

561.1

559.0

3,725

3,540

PL 71-520.

L&D 16

IL Rock Island

Mississippi R

N

12.1

545.1

544.0

13,000

12,400

PL 71-520.

L&D 17

IL Mercer

Mississippi R

N

7.5

537.1

536.0

7,580

7,200

PL 71-520.

L&D 18

IL Henderson

Mississippi R

N

11.0

529.1

528.0

13,300

12,600

PL 71-520.

L&D 19

IA Lake

Mississippi R

N

55.0

518.2

517.2

33,500

31,800

PL 71-520.

L&D 20

MO Lewis

Mississippi R

N

5.8

481.5

476.5

7,960

7,550

PL 71-520.

L&D 21

IL Adams

Mississippi R

N

8.6

470.1

469.6

9,390

8,910

PL 71-520.

L&D 22

MO Polke

Mississippi R

N

8.4

459.6

459.1

8,660

8,230

PL 71-520.

Lac qui Parle Dam & Res

MN Chippewa Swift

Minnesota R

FC

119.3

941.1

931.2

13,500

6,400

FCA of 22 Jun 36.

Lagrange L&D

IL Brown

Illinois R

N

0.0

429.0

429.0

10,500

10,500

PL 73-184.

Leech Lake Dam & Res

MN Cass

Leech R

N

300.2

1,295.7

1,293.2

139,000

107,200

RHA of 1882 1895.

Little Kaukauna L&D

WI Brown

Fox R

N

3.6

601.0

592.8

447

42.0

RHA of 1882 1885.

Little Chute L&D

WI Outagamie

Fox R

N

0.4

694.2

688.9

74

67

RHA of 1882 1885.

Lockport Lock

IL Will

Chicago San Ship Canal

FNP

2.7

579.0

577.5

1,850

1,800

RHA 1930.

Lower Appleton L&D

WI Outagamie

Fox R

N

0.2

710.9

706.3

43

40

RHA of 1882 1895.

Marseilles Lk & Dam

IL LaSalle

Illinois R

N

0.7

483.0

482.8

1,400

1,320

PL 71-126.

Marsh Lake Dam & Res

MN Swift, Lacqui, Parle

Minnesota R

FC

23.9

941.1

937.6

8,650

5,150

FCA Jun 36

ie

Fox R

N

0.4

694.2

688.9

74

67

RHA of 1882 1885.

Lockport Lock

IL Will

Chicago San Ship Canal

FNP

2.7

579.0

577.5

1,850

1,800

RHA 1930.

Lower Appleton L&D

WI Outagamie

Fox R

N

0.2

710.9

706.3

43

40

RHA of 1882 1895.

Marseilles Lk & Dam

IL LaSalle

Illinois R

N

0.7

483.0

482.8

1,400

1,320

PL 71-126.

Marsh Lake Dam & Res

MN Swift, Lacqui, Parle

Minnesota R

FC

23.9

941.1

937.6

8,650

5,150

FCA Jun 36.

Menasha Dam Lk Winnebago

WI Winnebago

Fox R

FN

452.0

746.8

743.5

181,120

168,500

Mount Morris Dam

NY Livingston

Genesee R

F

337.4

760.0

585.0

3,300

0

PL 74-738.

O'Brien L&D

IL Cook

Calumet

N

0.3

581.9

578.2

50

50

RHA of 1946.

Peoria L&D

IL Peoria

Illinois R

N

0.0

440.0

440.0

27,800

27,800

PL 73-184.

Pine Dam & Res

MN Crow Wing

Pine R

N

40.4

1,230.3

1,227.3

13,900

13,000

RHA of 1899.

Pokegama Dam & Res

MN Itasca

Mississippi R

N

52.4

1,274.4

1,270.3

13,700

12,000

RHA of 1899.

Rapid Croche L&D

WI Outagamie

Fox R

N

3.4

608.5

602.1

568

0

RHA 1885.

Red Lake Dam & Res

MN Clearwater

Red Lake R

FA

1,810.0

1,174.0

1,173.5

288,800

287,300

FCA Dec 44.

Red Rock Dam & Res

IA Marion

Des Monies R

F

1,670.0

780.0

728.0

65,400

8,000

PL 75-761.

R

72.0

728.0

690.0

8,000

0

PL 75-761.

Reservation Control Res

MN Traverse

FC

58.8

981.0

976.0

12,400

10,950

FCA 1936.

SD Roberts

Sandy Lake Dam & Res

MN Aitkin

Sandy R

N

37.5

1,218.3

1,214.3

10,600

8,200

RHA of 1899.

Saylorville Dam & Res

IA Polk

Des Moines R

F

586.0

890.0

836.0

16,700

5,950

FCA 1936.

P

90.0

836.0

810.0

5,950

0

FCA.

St Anthony Falls Lwr L&D

MN Hennepin

Mississippi R

N

0.0

750.0

750.0

50

50

RHA of 1937 1945.

St Anthony Falls Upr L&D

MN Hennepin

Mississippi R

N

17.4

801.0

799.0

8,800

8,600

RHA of 1937 1945.

Starved Rock L&D

IL LaSalle

Illinois R

N

1.0

459.0

458.0

1,155

1,020

PL 69-100.

Upper Appleton L&D

WI Outagamie

Fox R

N

7.4

738.7

735.4

1,171

1,040

RHA of 1882 1885.

Upper Kaukauna L&D

WI Outagamie

Fox R

N

1.1

656.8

652.8

134

115

RHA of 1882 1885.

White Rock Dam & Res

MN Traverse

Bois De Souix

FC

78.6

981.0

972.0

10,500

4,000

FCA 1936

Mississippi R

N

17.4

801.0

799.0

8,800

8,600

RHA of 1937 1945.

Starved Rock L&D

IL LaSalle

Illinois R

N

1.0

459.0

458.0

1,155

1,020

PL 69-100.

Upper Appleton L&D

WI Outagamie

Fox R

N

7.4

738.7

735.4

1,171

1,040

RHA of 1882 1885.

Upper Kaukauna L&D

WI Outagamie

Fox R

N

1.1

656.8

652.8

134

115

RHA of 1882 1885.

White Rock Dam & Res

MN Traverse

Bois De Souix

FC

78.6

981.0

972.0

10,500

4,000

FCA 1936.

SD Roberts

Winnibigoshish Dam & Res

MN Cass Itasca

Mississippi R

N

98.7

1,300.9

1,296.9

98,700

62,000

RHA of 1899.

New England Division

Ball Mountain Lk

VT Windham

West R

F

52.4

1,017.0

830.5

810

20

PL 78-534, 83-780.

Barre Falls Dam

MA Worcester

Ware R

F

24.0

807.0

761.0

1,400

0

PL 78-228.

Birch Hill Dam

MA Worcester

Millers R

F

49.9

852.0

815.0

3,200

0

PL 75-761.

Black Rock Lk

CT Litchfield

Branch Brook

F

8.5

520.0

437.0

190

21

PL 86-45.

Blackwater Dam

NH Merrimack

Blackwater R

F

46.0

566.0

515.0

3,280

0

PL 75-111.

Buffumville Lk

MA Worcester

Little R

F

11.3

524.0

492.5

530

200

PL 77-228.

Colebrook River Lk

CT Litchfield

West Branch

F

50.2

761.0

708.0

1,185

750

PL 86-645.

MA Bekshire

Farmington R

Conant Brook Dam

MA Hampden

Conant Brook

F

3.7

757.0

694.0

158

0

PL 86-645.

East Brimfield Lk

MA Hampden, Worcester

Quinebaug R

F

29.9

653.0

632.0

2,300

360

PL 77-228.

Edward MacDowell Lk

NH HIllsboro

Nubanusit Brook

F

12.8

946.0

911.0

840

165

PL 75-111.

Everett Lk

NH Hillsboro, Merrimack

Piscataquog R

F

91.5

418.0

340.0

2,900

130

PL 75-761.

Franklin Falls Dam

NH Belknap, Merrimack

Pemigewasset R

F

150.6

389.0

307.0

2,800

440

PL 75-111.

Hancock Brook Lk

CT Litchfield

Hancock Brook

F

3.9

484.0

460.0

266

40

PL 86-645.

Hodges Village Dam

MA Worcester

French R

F

13.3

501.0

465.5

740

0

PL 77-228.

Hop Brook Lk

CT New Haven

Hop Brook

F

6.9

364.0

310.0

270

21

PL 86-645.

Hopkinton Lk

NH Merrimack

Contoocook R

F

70.1

416.0

380.0

3,700

220

PL 75-761.

Knightville Dam

MA Hampshire

Westfield R

F

49.0

610.0

480.0

960

0

PL 75-761.

Littleville Lk

MA Hampden, Hampshire

Middle Br, Westfield R

F

23.0

576.0

518.0

510

275

PL 85-500

odges Village Dam

MA Worcester

French R

F

13.3

501.0

465.5

740

0

PL 77-228.

Hop Brook Lk

CT New Haven

Hop Brook

F

6.9

364.0

310.0

270

21

PL 86-645.

Hopkinton Lk

NH Merrimack

Contoocook R

F

70.1

416.0

380.0

3,700

220

PL 75-761.

Knightville Dam

MA Hampshire

Westfield R

F

49.0

610.0

480.0

960

0

PL 75-761.

Littleville Lk

MA Hampden, Hampshire

Middle Br, Westfield R

F

23.0

576.0

518.0

510

275

PL 85-500.

Mansfield Hollow Lk

CT Tolland

Natchaug R

F

49.2

257.0

205.5

1,880

200

PL 77-228.

New Bedford-Fairhaven Hurr Barrier

MA Bristol

F

0.0

0.0

0.0

0

0

PL 85-500.

North Hartland Lk

VT Windsor

Ottauquechee R

F

68.8

546.5

425.0

1,100

215

PL 75-761.

North Springfield Lk

VT Windsor

Black R

F

50.0

545.5

467.0

1,200

100

PL 75-761.

Northfield Br Lk

CT Litchfield

Northfield Br

F

2.4

576.0

500.0

67

7

PL 86-645.

Otter Br Lk

NH Cheshire

Otter Brook

F

17.6

781.0

701.0

374

70

PL 83-780.

Stamford Hurr Barrier

CT Fairfield

F

0.0

0.0

0.0

0

0

PL 86-645.

Surry Mountain Lk

NH Cheshire

Ashuelot R

F

31.7

550.0

500.0

970

260

PL 75-761.

Thomaston Dam

CT Litchfield

Naugatuck R

F

42.0

494.0

380.0

960

0

PL 78-534.

Townshend Lk

VT Windham

West R

F

32.9

553.0

478.0

735

95

PL 78-534, PL 83-780.

Tully Lk

MA Worcester

East Br Tully R

F

20.5

668.0

636.0

1,130

78

PL 75-761.

Union Village Dam

VT Orange

Ompompanoosuc R

F

38.0

564.0

420.0

740

0

PL 74-738.

West Hill Dam

MA Worcester

West R

F

12.4

264.0

234.0

1,025

0

PL 78-534.

West Thomspon

CT Windham

Quinebaug R

F

25.6

342.5

305.0

1,250

200

PL 86-645.

Westville Lake

MA Worcester

Quinebaug R

F

11.0

572.0

525.0

913

23

PL 77-228.

North Pacific Division

Albeni Falls Dam, Lk Pend, Oreille

ID Bonner

Pend Oreille R

FNP

1,155.0

2,062.5

2,049.7

95,000

86,000

PL 81-516.

Applegate Lk

OR Jackson

Applegate R

FIR

75.2

1,987.0

1,854.0

988

221

FCA 1962, PL 87-874, PL 87-874.

Big Cliff Dam

OR Marion, Linn

N Santiam R

P

3.5

1,206.0

1,182.0

130

98

HD 544, PL 75-761, PL 87-874.

Blue River Lk

OR Lane

Blue R

F

6.5

1,357.0

1,350.0

975

940

HD 531.

FNI

78.8

1,350.0

1,180.0

940

133

PL 81-516

d, Oreille

ID Bonner

Pend Oreille R

FNP

1,155.0

2,062.5

2,049.7

95,000

86,000

PL 81-516.

Applegate Lk

OR Jackson

Applegate R

FIR

75.2

1,987.0

1,854.0

988

221

FCA 1962, PL 87-874, PL 87-874.

Big Cliff Dam

OR Marion, Linn

N Santiam R

P

3.5

1,206.0

1,182.0

130

98

HD 544, PL 75-761, PL 87-874.

Blue River Lk

OR Lane

Blue R

F

6.5

1,357.0

1,350.0

975

940

HD 531.

FNI

78.8

1,350.0

1,180.0

940

133

PL 81-516.

Bonneville L&D Lk

WA Skamania

Columbia R

NP

138.0

77.0

70.0

20,800

19,850

RHA 1935.

Chena River Lakes

AK North Star Burough

Chena R

F

34.0

506.7

490.0

5,400

400

PL 90-483.

Chief Joseph Dam Rufus Woods Lk

WA Douglas, Okanogan

Columbia R

P

192.3

956.0

930.0

8,400

6,800

HD 693, PL 79-525.

Cottage Grove Lk

OR Lane

Coast Fk, Willamete R

F

29.8

791.0

750.0

1,155

295

HD 544, PL 75-761.

Cougar Lk

OR Lane

South Fk

F

11.3

1,699.0

1,690.0

1,280

1,235

HD 531.

FNPI

143.9

1,690.0

1,532.0

1,235

635

PL 81-516.

P

9.9

1,532.0

1,516.0

635

602

PL 83-870.

Detroit Lk

OR Marion

North Santiam

F

19.1

1,569.0

1,563.0

3,490

3,455

HD 544, PL 75-761.

FNPI

281.6

1,563.5

1,450.0

3,455

1,725

P

40.3

1,450.0

1,425.0

1,725

1,415

Dexter Dam

OR Lane

Middle Fk, Willamette R

FNPI

4.8

695.0

690.0

990

940

HD 544, PL 75-761.

Dorena Lk

OR Lane

Cow R

F

5.5

835.0

832.0

1,885

1,815

HD 544.

FNI

65.0

832.0

770.5

1,815

520

PL 75-761.

Dworshak Dam and Res

ID Clearwater

North Fk, Clearwater R

FNP

2,016.0

1,600.0

1,445.0

17,090

9,050

HD 403, PL 87-874.

Fall Cr Dam and Lk

OR Lane

Fall Cr

F

7.5

834.0

830.0

1,865

1,760

HD 531.

FNI

107.5

830.0

728.0

1,760

460

PL 81-516

Fern Ridge Lk

OR Lane

Long Tom R

F

15.7

375.1

373.5

10,305

9,340

HD 544.

FNI

93.9

373.5

353.0

9,340

1,515

PL 75-761

Foster Lake

OR Linn

South Santiam R

F

4.9

641.0

637.0

1,260

1,195

HD 544

FNPI

24.9

637.0

613.0

1,195

895

PL 86-645

Green Peter Lk

OR Linn

Middle Fk, Santiam R

F

18.3

1,015.0

1,010.0

3,705

3,605

HD 531.

FNPI

249.9

1,010.0

992.0

3,605

2,072

PL 81-516, PL 83-780.

Hills Creek Lk

OR Lane

Middle Fk, Willamette R

F

5.6

1,543.0

1,541.0

2,850

2,710

HD 531

HD 544.

FNI

93.9

373.5

353.0

9,340

1,515

PL 75-761

Foster Lake

OR Linn

South Santiam R

F

4.9

641.0

637.0

1,260

1,195

HD 544

FNPI

24.9

637.0

613.0

1,195

895

PL 86-645

Green Peter Lk

OR Linn

Middle Fk, Santiam R

F

18.3

1,015.0

1,010.0

3,705

3,605

HD 531.

FNPI

249.9

1,010.0

992.0

3,605

2,072

PL 81-516, PL 83-780.

Hills Creek Lk

OR Lane

Middle Fk, Willamette R

F

5.6

1,543.0

1,541.0

2,850

2,710

HD 531.

FNPI

194.6

1,541.0

1,448.0

2,710

1,575

PL 81-516.

Howard Hanson Dam

WA King

Green R

F

80.0

1,206.0

1,141.0

1,750

763

HD 531.

FA

25.6

1,141.0

1,040.0

763

13

PL 81-516.

Ice Harbor Dam Lk Sacajawea

WA Walla, Walla, Franklin

Snake R

NP

24.9

440.0

437.0

8,370

8,210

HD 704, PL 79-14.

John Day Dam Lk Umatilla

OR Sherman

Columbia R

F

158.0

268.0

265.0

55,000

52,000

HD 531.

FNP

150.0

265.0

262.0

52,000

49,000

PL 81-516.

F

192.0

262.0

257.0

49,000

42,000

Libby Dam Lk Koocanusa

MT Lincoln

Kootenai R

FP

4,979.5

2,459.0

2,287.0

46,365

14,391

HD 531, PL 81-516.

Little Goose L&D Lk Bryan

WA Columbia, Whitman

Snake R

PN

49.0

638.0

633.0

10,030

9,620

HD 704, PL 79-14.

Lookout Point Lk

OR Lane

Middle Fk, Willamette R

P

12.2

825.0

819.0

2,090

1,860

HD 544.

FNPI

324.2

926.0

825.0

4,255

2,090

PL 75-761.

Lost Creek Lk

OR Jackson

Rogue R

FPIR

315.0

1,872.0

1,751.0

3,430

1,800

HD 566, PL 87-874.

Lower Granite L&D

WA Garfield, Whitman

Snake R

NPI

43.6

738.0

733.0

8,900

8,540

HD 704, PL 79-14.

Lucky Peak Dam and Lk

ID Ada

Boise R

F

13.9

3,060.0

3,055.0

2,817

2,745

PL 79-526.

FI

264.4

3,055.0

2,905.0

2,817

802

Lwr Monumental L&D Lk HG West

WA Walla, Walla, Franklin

Snake R

NP

20.0

540.0

537.0

6,700

6,550

HD 704, PL 79-14.

McNary L&D, Dam Lk Wallula

WA Benton

Columbia R

NP

185.0

340.0

335.0

38,800

36,000

HD 704, PL 79-14.

OR Umatilla

Mill Creek Dam Lk

WA Walla, Walla

Mill Cr

F

7.5

1,265.0

1,205.0

225

53

HD 578, PL 75-761.

Mud Mountain Dam

WA King, Pierce

White R

F

106.3

1,215.0

895.0

963

0

PL 74-738.

The Dalles L&D Lk Celilo

WA Klickitat

Columbia R

NP

52.5

160.0

155.0

11,200

10,350

HD 531, PL 81-516

D 704, PL 79-14.

McNary L&D, Dam Lk Wallula

WA Benton

Columbia R

NP

185.0

340.0

335.0

38,800

36,000

HD 704, PL 79-14.

OR Umatilla

Mill Creek Dam Lk

WA Walla, Walla

Mill Cr

F

7.5

1,265.0

1,205.0

225

53

HD 578, PL 75-761.

Mud Mountain Dam

WA King, Pierce

White R

F

106.3

1,215.0

895.0

963

0

PL 74-738.

The Dalles L&D Lk Celilo

WA Klickitat

Columbia R

NP

52.5

160.0

155.0

11,200

10,350

HD 531, PL 81-516.

OR Wasco

Willow Creek Lk

OR Morrow

Willow Cr

F

11.6

2,113.5

2,047.0

269

96

PL 89-298.

Wynoochee Dam and Lk

WA Grays, Harbor

Wynoochee R

FMCA

65.4

800.0

700.0

1,170

193

HD 601, PL 93-251.

Ohio River Division

Allegheny L&D 2

PA Allegheny

Allegheny R

N

0.0

721.0

710.0

0

0

RHA 1935.

Allegheny L&D 3

PA Allegheny

Allegheny R

N

0.0

734.5

721.0

0

0

RHA 1935.

Allegheny L&D 4

PA Allegheny Westmoreland

Allegheny R

N

0.0

745.0

734.5

0

0

RHA 1912.

Allegheny L&D 5

PA Armstrong

Allegheny R

N

0.0

756.8

745.0

0

0

RHA 1912

Allegheny L&D 6

PA Armstrong

Allegheny R

N

0.0

769.0

756.8

0

0

RHA 1912.

Allegheny L&D 7

PA Armstrong

Allegheny R

N

0.0

782.1

769.0

0

0

RHA 1912.

Allegheny L&D 8

PA Armstrong

Allegheny R

N

0.0

800.0

782.1

0

0

RHA 1912, 1935.

Allegheny L&D 9

PA Armstrong

Allegheny R

N

0.0

822.0

800.0

0

0

RHA 1935.

Allegheny Res Kinzua Dam

PA Warren

Allegheny R

F

607.0

1,365.0

1,328.0

21,180

12,080

PL 74-738.

FPCAR

549.0

1,328.0

1,240.0

12,080

1,900

Alum Cr Lk

OH Delaware

Alum Cr

F

53.1

901.0

888.0

4,852

3,387

PL 87-874.

FMCR

79.2

888.0

885.0

3,387

3,105

Atwood Lk

OH Tuscarawas

Indian Fk Cr

F

26.1

941.0

928.0

2,460

1,540

PW 1933.

FCR

7.6

928.0

922.5

1,540

1,250

Barkley Dam Lk Barkley

Ky Lyon, Livgst

Cumberland R

F

1,213.0

375.0

359.0

93,430

57,920

PL 79-525.

FP

259.0

359.0

354.0

57,920

45,210

N

610.0

354.0

233.0

45,210

0

Barren River Lk

KY Allen, Barren

Barren R

F

558.8

590.0

552.0

20,150

10,000

PL 75-261.

FMR

190.3

552.0

525.0

10,000

4,340

Beach City Lk

OH Tuscarawas

Sugar Cr

F

69.9

976.5

948.0

6,150

420

PW 1933.

FCR

0.0

0.0

0.0

0

420

Beech Fk Lk

WV Wayne

Beech Fk Cr

F

28.3

614.5

592.0

1,847

725

PL 87-874

1,213.0

375.0

359.0

93,430

57,920

PL 79-525.

FP

259.0

359.0

354.0

57,920

45,210

N

610.0

354.0

233.0

45,210

0

Barren River Lk

KY Allen, Barren

Barren R

F

558.8

590.0

552.0

20,150

10,000

PL 75-261.

FMR

190.3

552.0

525.0

10,000

4,340

Beach City Lk

OH Tuscarawas

Sugar Cr

F

69.9

976.5

948.0

6,150

420

PW 1933.

FCR

0.0

0.0

0.0

0

420

Beech Fk Lk

WV Wayne

Beech Fk Cr

F

28.3

614.5

592.0

1,847

725

PL 87-874.

FCR

5.0

592.0

583.5

725

460

Belleville L&D

WV Wood

Ohio R

N

0.0

582.0

560.0

0

0

RHA 1909.

OH Meigs

Berlin Lk

OH Mahoning, Portage

Mahoning R

F

38.3

1,032.0

1,024.7

5,500

3,590

PL 75-761.

FMCAR

56.6

1,024.7

1,016.5

3,590

2,200

Bluestone Lk

WV Summers

New R

F

592.6

1,520.0

1,410.0

9,180

2,040

PL 74-738.

FCR

7.5

1,410.0

1,406.0

2,040

1,800

PL 75-761.

Bolivar Dam

OH Stark, Tuscarawas

Sandy Cr

F

149.6

962.0

895.0

6,500

0

PW 1933.

Brookville Lk

IN Franklin

E Fork of Whitewater R

FMR

128.4

748.0

713.0

5,260

2,430

PL 75-761.

Buckhorn Lk

KY Leslie

Middle Fk of Kentucky R

F

135.8

840.0

782.0

3,610

1,230

PL 75-761.

FR

21.8

782.0

757.0

1,230

550

Burnsville Lk

WV Braxton

L Kanawha R

F

51.5

825.0

789.0

1,902

965

PL 75-761.

FCAR

10.2

789.0

776.0

965

553

CJ Brown Dam & Res

OH Clark

Buck Cr

F

26.8

1,023.0

1,012.0

2,720

2,120

PL 87-874.

CM Harden Lk

IN Parke

Raccoon Cr

F

83.5

690.0

661.0

3,910

2,060

PL 75-761

FAR

33.1

661.0

640.0

2,060

1,100

Caesar Cr Lk

OH Warren

Caesar Cr

F

140.2

883.0

849.0

6,110

2,830

PL 75-761.

FMAR

88.7

849.0

800.0

2,830

700

Cagles Mill Lk

IN Putman

Mill Cr

F

201.0

704.0

636.0

4,840

1,400

PL 75-761.

Cannelton L&D

KY Hancock

Ohio R

N

0.0

383.0

358.0

0

0

RHA 1909

IN Perry

Carr Fk Lk

KY Knott

Carr Cr

F

25.1

1,055.0

1027.0

1,120

710

PL 87-874.

FAR

10.8

1,027.0

1009.0

710

530

Cave Run Lk

KY Rowan

Licking R

F

391.5

765.0

730.0

14,870

8,270

PL 74-738

FAR

75.3

730.0

720.0

8,270

6,790

Center Hill Lk

TN Dekalb

Caney FK

F

762.0

685.0

648.0

23,060

18,220

PL 75-761.

P

492.0

648.0

618.0

18,220

14,590

Charles Mill Lk

OH Ashland

Black Fk

F

80.6

1,020.0

997.0

6,050

1,350

PW 1933

Carr Fk Lk

KY Knott

Carr Cr

F

25.1

1,055.0

1027.0

1,120

710

PL 87-874.

FAR

10.8

1,027.0

1009.0

710

530

Cave Run Lk

KY Rowan

Licking R

F

391.5

765.0

730.0

14,870

8,270

PL 74-738

FAR

75.3

730.0

720.0

8,270

6,790

Center Hill Lk

TN Dekalb

Caney FK

F

762.0

685.0

648.0

23,060

18,220

PL 75-761.

P

492.0

648.0

618.0

18,220

14,590

Charles Mill Lk

OH Ashland

Black Fk

F

80.6

1,020.0

997.0

6,050

1,350

PW 1933.

FCR

4.5

997.0

993.0

1,350

827

Cheatham L&D

TN Cheatham

Cumberland R

P

19.8

385.0

382.0

7,450

5,630

RHA 1946, PL 396.

N

84.2

382.0

345.0

5,630

0

PL 396.

Clendening Lk

OH Harrison

Brush Fk

F

27.5

910.5

898.0

2,620

1,800

PW 1933.

FCR

8.0

898.0

893.0

1,800

1,430

Conemaugh River Lk

PA Indiana, Westmoreland

Conemaugh R

F

270.0

975.0

880.0

6,820

300

PL 74-738, PL 75-761.

Cordell Hull Dam & Res

TN Smith

Cumberland R

PR

17.8

504.5

499.0

12,200

9,820

RHA 1946.

NR

0.0

499.0

424.0

9,820

0

Crooked Cr Lk

PA Armstrong

Crooked Cr

F

89.4

920.0

840.0

1,940

350

PL 74-738, PL 75-761.

Dale Hollow Lk

TN Clay

Obey R

F

353.0

663.0

651.0

30,990

27,700

PL 75-761.

P

496.0

651.0

631.0

27,700

21,880

Dashields L&D

PA Allegheny

Ohio R

N

0.0

692.0

682.0

0

0

RHA 1909.

Deer Cr Lk

OH Pickaway

Deer Cr

F

81.5

844.0

810.0

4,046

1,277

PL 75-761.

FCR

14.6

810.0

796.0

1,277

727

Delaware Lk

OH Delaware

Olentangy R

F

118.0

947.0

915.0

8,550

1,270

PL 75-761

FCAR

5.6

915.0

910.0

1,270

950

Dewey Lk

KY Floyd

Johns Cr

F

76.1

686.0

650.0

3,340

1,100

PL 75-761

FCR

4.9

650.0

645.0

1,100

880

Dillon Lk

OH Muskingum

Licking R

F

256.5

790.0

737.0

10,280

1,560

PL 75-761.

FCR

4.4

737.0

734.0

1,560

1,330

Dover Dam

OH Tuscarawas

Tuscarawas R

F

203.0

916.0

858.0

10,100

0

PW 1933.

E Br Clarion River Lake

PA Elk

E Br Clarion R

F

19.0

1,685.0

1,670.0

1,370

1,160

PL 78-526.

FCAR

19.8

1,670.0

1,651.0

1,160

920

E Fk Res Wm H Harsha Lk

OH Clermont

E Fk Little Miami R

F

202.2

795.0

733.0

4,600

2,160

PL 75-761.

FMCAR

73.6

733.0

683.0

2,160

820

East Lynn Lk

WV Wayne

E Fk Twelvepole

F

65.3

701.0

662.0

2,351

1,005

PL 75-761

Tuscarawas

Tuscarawas R

F

203.0

916.0

858.0

10,100

0

PW 1933.

E Br Clarion River Lake

PA Elk

E Br Clarion R

F

19.0

1,685.0

1,670.0

1,370

1,160

PL 78-526.

FCAR

19.8

1,670.0

1,651.0

1,160

920

E Fk Res Wm H Harsha Lk

OH Clermont

E Fk Little Miami R

F

202.2

795.0

733.0

4,600

2,160

PL 75-761.

FMCAR

73.6

733.0

683.0

2,160

820

East Lynn Lk

WV Wayne

E Fk Twelvepole

F

65.3

701.0

662.0

2,351

1,005

PL 75-761.

FCR

5.5

662.0

656.0

1,005

823

Emsworth L&D

PA Allegheny

Ohio R

N

0.0

710.0

692.0

0

0

RHA 1909.

Fishtrap Lk

KY Pike

Levisa Fk

F

126.7

825.0

757.0

2,681

1,131

PL 75-761.

FCAR

27.2

757.0

725.0

1,131

569

Gallipolis L&D

WV Mason

Ohio R

N

0.0

538.0

515.0

0

0

RHA 1935.

OH Gallia

Grayson Lk

KY Carter

L Sandy R

F

89.6

681.0

645.0

3,633

1,509

PL 86-645.

FCAR

10.7

645.0

637.0

1,509

1,159

Green R L&D 1

KY Henderson

Green R

N

0.0

349.1

337.3

0

0

RHA 1888.

Green R L&D 2

KY McLean

Green R

N

0.0

363.4

349.1

0

0

RHA 1888.

Green River Lk

KY Taylor

Green R

F

479.1

713.0

675.0

19,100

8,210

PL 75-761.

FAR

81.5

675.0

664.0

8,210

6,650

Greenup L&D 3

KY Greenup

Ohio R

N

0.0

515.0

485.0

0

0

RHA 1909.

OH Scioto

Hannibal L&D

WV Wetzel

Ohio R

N

0.0

623.0

602.0

0

0

RHA 1909.

OH Monroe

Hildebrand L&D

WV Monongalia

Monongahela

N

0.0

835.0

814.0

0

0

RHA 1950.

Huntington Lk

IN Hunt

Wabash R

F

140.6

798.0

749.0

7,900

900

PL 85-500.

FR

8.4

749.0

737.0

900

500

J Percy Priest Dam & Res

TN Davidson

Stones R

F

252.0

504.5

490.5

22,720

14,400

PL 75-761.

FP

15.0

490.5

489.5

14,400

14,000

FPR

0.0

489.5

483.0

14,000

11,630

PR

0.0

483.0

480.0

11,630

10,570

JW Flannagan Dam & Res

VA Dickenson

Pound R

F

78.6

1,446.0

1,396.0

2,098

1,143

PL 75-761.

FMCR

16.5

1,396.0

1,380.0

1,143

310

Kentucky R L&D 1

KY Carroll

Kentucky R

N

0.0

430.0

421.8

0

0

RHA 1879.

Kentucky R L&D 2

KY Henry Owen

Kentucky R

N

0.0

444.0

430.0

0

0

RHA 1879.

Kentucky R L&D 3

KY Henry Owen

Kentucky R

N

0.0

457.1

444.0

0

0

RHA 1879.

Kentucky R L&D 4

KY Franklin

Kentucky R

N

0.0

470.4

457.1

0

0

RHA 1879.

Laurel River Lk

KY Laurel, Whitley

Laurel R

P

185.0

1,018.5

982.0

6,060

4,200

PL 86-645

6.0

1,380.0

1,143

310

Kentucky R L&D 1

KY Carroll

Kentucky R

N

0.0

430.0

421.8

0

0

RHA 1879.

Kentucky R L&D 2

KY Henry Owen

Kentucky R

N

0.0

444.0

430.0

0

0

RHA 1879.

Kentucky R L&D 3

KY Henry Owen

Kentucky R

N

0.0

457.1

444.0

0

0

RHA 1879.

Kentucky R L&D 4

KY Franklin

Kentucky R

N

0.0

470.4

457.1

0

0

RHA 1879.

Laurel River Lk

KY Laurel, Whitley

Laurel R

P

185.0

1,018.5

982.0

6,060

4,200

PL 86-645.

R

250.6

982.0

760.0

4,200

0

Leesvillie Lake

OH Carroll

McGuire Cr.

F

17.9

977.5

963.0

1,470

1,000

PW 1933.

FCR

5.5

963.0

957.0

1,000

829

London L&D

WV Kanawha

Kanawha R

N

0.0

614.0

590.0

0

0

RHA 1930.

Loyalhanna Lk

PA Westmoreland

Loyalhanna Cr

F

93.3

975.0

910.0

3,280

210

PL 74-738.

FC

0.0

0.0

0.0

0

0

PL 75-761.

M J Kirwan Dam & Res

OH Portage

W. Br Mahoning R

F

22.0

993.0

985.5

3,240

2,650

PL-74-738

FCAR

52.9

985.5

951.0

2,650

570

PL 75-761.

Mahoning Cr Lk

PA Armstrong

Mahoning Cr

F

64.7

1,162.0

1,098.0

2,370

280

PL 74-738.

FRC

5.1

1,098.0

1,075.0

280

170

PL 75-761.

Markland L&D

IN Switzerland

Ohio R

N

0.0

455.0

420.0

0

0

RHA 1909

KY Gallatin

Marmet L&D

WV Kanawha R

Kanawha

N

0.0

590.0

566.0

0

0

RHA 1930.

Martins Fk Lk

KY Harlan

Martins Fk of Clover R

F

14.3

1,341.0

1,310.0

578

340

PL 89-298.

FAR

3.1

1,310.0

1,300.0

340

274

R

3.7

1,300.0

1,265.0

274

0

Maxwell L&D

PA Fayette Washington

Monongahela R

N

0.0

763.0

743.5

0

0

RHA 1909.

McAlpine L&D

KY Jefferson

Ohio R

N

0.0

420.0

383.0

0

0

RHA 1909.

IN Clark

Meldahl L&D

KY Bracken

Ohio R

N

0.0

485.0

455.0

0

0

RHA 1909.

OH Clermont

Mississinewa Lk

IN Miami

MIssissinewa R

F

293.2

779.0

737.0

12,830

3,180

PL 85-500.

FR

51.9

737.0

712.0

3,180

1,280

.

Mohawk Dam

OH Coshocton

Walhonding R

F

285.0

890.0

799.2

7,950

0

PW 1933.

Mohicanville Dam

OH Ashland

Lk Fork

F

102.0

963.0

932.0

8,800

0

PW 1933.

Monongahela R L&D 2

PA Allegheny

Monongahela R

N

0.0

718.7

710.0

0

0

RHA 1902.

Monongahela R L&D 3

PA Allegheny

Monongahela R

N

0.0

726.9

718.7

0

0

RHA 1905.

Monongahela R L&R 4

PA Washington Westmoreland

Monongahela R

N

0.0

743.5

726.9

0

0

RHA 1909

0

.

Mohawk Dam

OH Coshocton

Walhonding R

F

285.0

890.0

799.2

7,950

0

PW 1933.

Mohicanville Dam

OH Ashland

Lk Fork

F

102.0

963.0

932.0

8,800

0

PW 1933.

Monongahela R L&D 2

PA Allegheny

Monongahela R

N

0.0

718.7

710.0

0

0

RHA 1902.

Monongahela R L&D 3

PA Allegheny

Monongahela R

N

0.0

726.9

718.7

0

0

RHA 1905.

Monongahela R L&R 4

PA Washington Westmoreland

Monongahela R

N

0.0

743.5

726.9

0

0

RHA 1909.

Monongahela R L&D 7

PA Greene, Fayette

Monongahela R

N

0.0

778.0

763.0

0

0

RHA 1922.

Monongahela R L&D 8

PA Greene, Fayette

Monongahela R

N

0.0

797.0

778.0

0

0

RHA 1922, 1950, 1973.

Monroe Lk

IN Monroe

Salt Cr

F

258.8

556.0

538.0

18,450

10,750

FCA 1958.

FMA

159.9

538.0

515.0

10,750

3,280

.

Montgomery Island L&D

PA Beaver

Ohio R

N

0.0

682.0

664.5

0

0

RHA 1909.

Morgantown L&D

WV Monongalia Monongahela R

N

0.0

814.0

797.0

0

0

RHA 1909.

Mosquito Cr Lk

OH Trumbull

Mosquito Cr

F

21.7

904.0

901.4

8,900

7,850

PL 75-761.

FMCAR

80.4

901.4

899.9

7,850

7,220

N Br Kokosing River Lk

OH Knox

North Br of Kokosing R

F

13.9

1,146.0

1,121.0

1,140

154

PL 87-874.

N Fk Pound Lk

VA Wise

N Fk Pound R

F

8.0

1,644.0

1,611.0

349

154

PL 86-645.

FMCR

1.3

1,611.0

1,601.0

154

106

.

New Cumberland L&D

WV Hancock

Ohio R

N

0.0

664.5

644.0

0

0

RHA 1909.

OH Jefferson

Newburgh L&D

KY Henderson

Ohio R

N

0.0

358.0

342.0

0

0

RHA 1909.

IN Warrick

Nolin Lk

KY Edmonson

Nolin R

F

439.2

560.0

515.0

14,530

5,790

PL 75-761.

FR

106.4

515.0

490.0

5,790

2,890

Ohio R L&D 52

KY McCracken

Ohio R

N

0.0

302.0

290.0

0

0

RHA 1909, 1910, 1918.

IL Massac

Ohio R L&D 53

KY Ballard

Ohio R

N

0.0

290.0

276.6

0

0

RHA 1909, 1910, 1918.

IL Pulaski

Old Hickory L&D

TN Davidson Sumner

Cumberland R

P

63.0

445.0

442.0

22,500

19,550

RHA 1946.

N

357.0

442.0

375.0

19,550

0

Opekiska L&D

WV Monongahela

Monongahela R

N

0.0

857.0

835.0

0

0

RHA 1950.

Paint Cr Lk

OH Ross, Highland

Paint Cr

F

124.7

845.0

798.0

4,761

1,190

PL 75-761.

FMCAR

11.4

798.0

787.5

1,190

770

Paintsville Lk

KY Johnson

Paint Cr

F

32.8

731.0

709.0

1,867

1,139

PL 89-298

918.

IL Pulaski

Old Hickory L&D

TN Davidson Sumner

Cumberland R

P

63.0

445.0

442.0

22,500

19,550

RHA 1946.

N

357.0

442.0

375.0

19,550

0

Opekiska L&D

WV Monongahela

Monongahela R

N

0.0

857.0

835.0

0

0

RHA 1950.

Paint Cr Lk

OH Ross, Highland

Paint Cr

F

124.7

845.0

798.0

4,761

1,190

PL 75-761.

FMCAR

11.4

798.0

787.5

1,190

770

Paintsville Lk

KY Johnson

Paint Cr

F

32.8

731.0

709.0

1,867

1,139

PL 89-298.

FCAR

36.3

709.0

650.0

1,139

261

Patoka Lk

IN DuBois

Patoka R

F

121.1

548.0

536.0

11,300

8,880

PL 89-298.

FMCAR

167.3

536.0

506.0

8,880

2,010

Piedmont Lk

OH Harrison

Stillwater Cr

F

32.2

924.6

913.0

3,170

2,310

PW 1933.

FCR

8.6

913.0

909.0

2,310

1,987

Pike Island L&D

WV Ohio

Ohio R

N

0.0

644.0

623.0

0

0

RHA 1909.

OH Belmont

Pleasant Hill Lk

OH Ashland

Clear Fk

F

74.2

1,065.0

1,020.0

2,600

850

PW 1933.

FCR

5.5

1,020.0

1,012.5

850

627

R D Bailey Lk

WV Mingo, Wyoming

Guyandot R

F

169.5

1,155.0

1,035.0

2,850

630

PL 87-874.

FCAR

12.2

1,035.0

1,012.0

630

440

Racine L&D

WV Mason

Ohio R

N

0.0

560.0

538.0

0

0

RHA 1909.

OH Meigs

Rough River Lk

Grayson, Breckinridge

Rough R

F

214.4

524.0

495.0

10,260

5,100

PL 75-761.

Ridge

FMR

90.2

495.0

470.0

5,100

2,180

Salamonie Lk

IN Wabash

Salamonie R

F

202.9

793.0

755.0

9,340

2,860

PL 85-500.

FR

47.6

755.0

730.0

2,860

976

Senecaville Lk

OH Guernsey

Seneca Fk

F

45.1

842.5

832.2

5,170

3,550

PW 1933.

FCR

12.8

832.2

828.2

3,550

2,912

Shenango River Lk

PA Mercer

Shenango R

F

151.0

919.0

896.0

11,090

3,560

PL 75-761.

FCAR

29.9

896.0

885.0

3,560

1,910

Smithland L&D

KY Livingston

Ohio R

N

0.0

324.0

302.0

0

0

RHA 1909.

IL Pope

Summersville Lk

WV Nicholas

Gauley R

F

221.9

1,710.0

1,1652.0

4,913

2,790

PL 75-761.

FRCA

161.8

1,652.0

1,535.0

2,790

514

Sutton Lk

WV Braxton

Elk R

FCAR

60.0

925.0

850.0

1,520

270

PL 75-761.

Tappan Lk

OH Harrison

L Stillwater Cr

F

26.5

909.0

899.3

3,100

2,350

PW 1933.

FCR

11.4

899.3

894.0

2,350

1,960

Tionesta Lk

PA Forest

Tionesta Cr

F

125.6

1,170.0

1,085.0

2,770

480

PL 74-738. PL 75-761

IL Pope

Summersville Lk

WV Nicholas

Gauley R

F

221.9

1,710.0

1,1652.0

4,913

2,790

PL 75-761.

FRCA

161.8

1,652.0

1,535.0

2,790

514

Sutton Lk

WV Braxton

Elk R

FCAR

60.0

925.0

850.0

1,520

270

PL 75-761.

Tappan Lk

OH Harrison

L Stillwater Cr

F

26.5

909.0

899.3

3,100

2,350

PW 1933.

FCR

11.4

899.3

894.0

2,350

1,960

Tionesta Lk

PA Forest

Tionesta Cr

F

125.6

1,170.0

1,085.0

2,770

480

PL 74-738. PL 75-761.

Tom Jenkins Dam, Burr Oak, Lk

OH Athens

E Br Sandy Cr

F

17.6

740.0

721.0

1,192

664

FCA 1944.

FRM

5.8

721.0

710.0

664

394

PL 78-534.

Tygart Lake

WV Taylor

Tygart R

F

178.1

1,167.0

1,094.0

3,430

1,740

PWA 1934.

FMACR

99.9

1,094.0

1,010.0

1,740

620

Union City Res

PA Erie

French Cr

F

47.6

1,278.0

1,210.0

2,290

0

PL 87-874.

Uniontown L&D

KY Union

Ohio R

N

0.0

342.0

324.0

0

0

RHA 1909.

IN Posey

W FK of Mill Cr Winton Woods Lk

OH Hamilton

W Fk Mill Cr

F

9.8

702.0

675.0

557

183

PL 79-526.

Willow Island L&D

WV Pleasants

Ohio R

N

0.0

602.0

582.0

0

0

RHA 1909.

OH Washington

Wills Cr Lk

OH Coshockton Wills Cr, Muskingum

F

190.0

779.0

742.0

11,450

900

PW 1933.

CR

0.0

0.0

0.0

0

0

Winfield L&D

WV Putnam

Kanawha R

N

0.0

566.0

538.0

0

0

RHA 1935.

Wolf Cr Dam, Lk Cumberland

KY Russell

Cumberland R

P

2,142.0

723.0

673.0

50,250

35,820

F

2,094.0

760.0

723.0

63,530

50,250

PL 75-761.

Woodcock Cr Lk

PA Crawford

Woodcock Cr

F

15.0

1,209.0

1,181.0

775

325

FCA 1962.

FCAR

5.0

1,181.0

1,162.5

325

100

Youghiogheny R Lk

PA Fayette

Youghiogheny R

F

99.5

1,470.0

1,439.0

3,570

2,840

FCA 1938.

FCAR

149.3

1,439.0

1,419.0

2,840

2,300

South Atlantic Division

Aberdeen L&D and Res

MS Monroe

Tombigbee R

N

3.9

190.5

189.5

4,359

3,883

PL 79-525.

Aliceville Lock Dam & Res

AL Pickens

Tombigbee R

N

7.6

136.5

135.5

8,655

7,945

PL 79-525.

Allatoona Dam & Res

GA Bartow

Etowah R

F

302.6

860.0

840.0

19,201

11,862

PL 77-228.

PMAR

284.6

840.0

800.0

11,862

3,251

B Everett Jordan Dam & Lk

NC Chatham

Haw R

F

538.4

240.0

216.0

31,811

13,942

PL 88-253

h Atlantic Division

Aberdeen L&D and Res

MS Monroe

Tombigbee R

N

3.9

190.5

189.5

4,359

3,883

PL 79-525.

Aliceville Lock Dam & Res

AL Pickens

Tombigbee R

N

7.6

136.5

135.5

8,655

7,945

PL 79-525.

Allatoona Dam & Res

GA Bartow

Etowah R

F

302.6

860.0

840.0

19,201

11,862

PL 77-228.

PMAR

284.6

840.0

800.0

11,862

3,251

B Everett Jordan Dam & Lk

NC Chatham

Haw R

F

538.4

240.0

216.0

31,811

13,942

PL 88-253.

FMCAR

140.4

216.0

202.0

13,942

6,658

Bay Springs Lock Dam & Res

MS Tishomingo

Tombigbee R

N

37.0

414.0

408.0

6,700

5,740

PL 79-525.

Buford Dam Lk, Sidney Lanier

GA Forsyth, Gwinnett

Chattahoochee R

F

PNMR

598.8

1,087.6

1,085.0

1,071.0

1,071.0

1,035.0

47,182

38,542

38,542

22,442

PL 79-14.

Carters Dam & Res

GA Murray

Coosawattee R

F

89.2

1,099.0

1,074.0

3,880

3,275

PL 79-14.

PRA

41.4

1,074.0

1,022.0

3,275

2,196

Claiborne Lock Dam & Res

AL Monroe

Alabama R

N

16.6

35.0

32.0

5,930

5,210

PL 79-14.

Clarks Hill Dam & Lk

GA Columbia

Savannah R

F

390.0

335.0

330.0

78,500

71,100

PL 78-534.

SC McCormick

FP

1,045.0

330.0

312.0

71,100

45,000

Coffeeville Lock Dam & Res

AL Clark, Choctaw

Tombigbee R

N

19.9

32.5

30.0

8,500

7,500

PL 60-317.

Columbus Lock Dam & Res

MS Lowndes

Tombigbee R

N

8.5

163.5

162.5

9,400

8,500

PL 79-525.

Demopolis Lock Dam & Res

AL Sumter, Marengo

Tombigbee R

N

0.0

73.0

73.0

10,000

10,000

PL 60-317.

Falls Dam & Lk

NC Wake

Neuse R

F

220.9

264.0

250.1

20,810

11,310

PL 89-298.

FMCAR

89.7

250.1

236.5

11,310

2,600

G W Andrews L&D and Res

AL Houston

Chattahoochee R

N

8.2

102.0

96.0

1,540

1,190

PL 79-14.

GA Early

Gainesville L&D and Res

AL Sumter, Greene

Tombigbee R

N

5.8

109.5

108.5

6,920

5,900

PL 79-525.

Hartwell Dam & Lk

GA Hart

Savannah R

F

293.0

665.0

660.0

61,400

55,950

PL 81-516.

SC Anderson

FP

1,416.0

660.0

625.0

55,950

27,650

Holt Lock Dam & Res

AL Tuscaloosa

Black-Warrior R

NP

3.3

187.0

186.0

3,296

3,252

PL 60-317.

Inglis Dam Lk Rousseau

FL Levy, Marion, Citrus

Cross FL Barge Canal

N

13.0

27.5

24.0

4,030

2,040

PL 77-675

AL Sumter, Greene

Tombigbee R

N

5.8

109.5

108.5

6,920

5,900

PL 79-525.

Hartwell Dam & Lk

GA Hart

Savannah R

F

293.0

665.0

660.0

61,400

55,950

PL 81-516.

SC Anderson

FP

1,416.0

660.0

625.0

55,950

27,650

Holt Lock Dam & Res

AL Tuscaloosa

Black-Warrior R

NP

3.3

187.0

186.0

3,296

3,252

PL 60-317.

Inglis Dam Lk Rousseau

FL Levy, Marion, Citrus

Cross FL Barge Canal

N

13.0

27.5

24.0

4,030

2,040

PL 77-675.

Jim Woodruf L&D

FL Gadsden, Jackson

Apalachicola R

NP

20.0

77.5

76.5

38,850

36,000

PL 79-14.

John H Kerr Dam & Res

VA Mecklenburg

Roanoke R

F

1,281.4

320.0

300.0

83,200

48,900

PL 78-534.

FP

1,027.0

300.0

268.0

48,900

19,700

John Hollis Bankhead L&D and Res

AL Tuscaloosa

Black-Warrior R

NP

27.1

255.0

252.0

9,245

8,730

PL 60-168.

Lk Okeechobee

FL Okeechobee, Glades, Hendry, Palm Beach, Martin

Central and Southern FL

FNIMC

2,859.0

17.5

10.5

454,900

326,000

PL 71-520, PL 75-392, PL 79-14, PL 80-858, PL 83-780, PL 90.

Lock A

MS Monroe

Tombigbee R

N

0.9

220.5

219.5

980

850

PL 79-525.

Lock B

MS Monroe

Tombigbee R

N

2.7

245.5

244.5

2,841

2,615

PL 79-525.

Lock C

MS Itawamba

Tombigbee R

N

1.6

270.5

269.5

1,699

1,586

PL 79-525.

Lock D

MS Itawamba

Tombigbee R

N

2.0

300.5

299.5

2,021

1,959

PL 79-525.

Lock E

MS Itawamba, Prentiss

Tombigbee R

N

0.9

330.5

329.5

889

821

PL 79-525.

Millers Ferry L&D

AL Wilcox

Alabama R

NP

16.7

80.0

79.0

17,201

16,160

PL 79-14.

Okatibbee Dam & Res

MS Lauderdale

Okatibbee Cr

F

46.5

352.0

343.0

6,580

3,800

PL 87-874.

Chickasawbay R

RMA

34.3

343.0

328.0

3,800

1,275

Philpott Dam & Lk

VA Henry

Smith R

F

34.2

985.0

974.0

3,370

2,880

PL 78-534.

FP

111.2

974.0

920.0

2,880

1,350

R B Russell Dam and Lk

GA Elbert

Savannah R

F

140.0

480.0

475.0

29,340

26,653

PL 89-789.

SC Abbeville

FP

126.8

475.0

470.0

26,653

24,117

Robert F Henry Lock Dam & Res

AL Autauga, Lowndes

Alabama R

NP

44.6

125.0

124.0

13,300

10,470

PL 79-14.

Rodman Dam & Lk Ocklawaha

FL Putman & Marion

Cross FL Barge Canal

N

48.0

23.2

20.0

17,350

12,950

PL 77-675

70

2,880

PL 78-534.

FP

111.2

974.0

920.0

2,880

1,350

R B Russell Dam and Lk

GA Elbert

Savannah R

F

140.0

480.0

475.0

29,340

26,653

PL 89-789.

SC Abbeville

FP

126.8

475.0

470.0

26,653

24,117

Robert F Henry Lock Dam & Res

AL Autauga, Lowndes

Alabama R

NP

44.6

125.0

124.0

13,300

10,470

PL 79-14.

Rodman Dam & Lk Ocklawaha

FL Putman & Marion

Cross FL Barge Canal

N

48.0

23.2

20.0

17,350

12,950

PL 77-675.

S-10 & Water Cons Area 1

FL Palm Beach

Central and Southern FL

F

181.9

18.3

17.0

141,250

141,250

PL 80-858.

FIMC

273.2

17.0

14.0

141,250

26,00

S-11 & Water Cons Area 2A

FL Palm Beach Broward

Central and Southern FL

F

236.3

16.6

14.5

110,500

110,500

PL 80-858.

FIMC

165.0

14.5

13.0

110,500

107,500

PL 83-780.

S-12 & Water Cons Area 3A

FL Broward & Dade

Central and Southern FL

F

1,661.0

14.5

10.5

487,200

385,000

PL 80-858.

FIMC

465.0

10.5

9.5

385,000

316,000

PL 83-780.

Selden Lock and Res

AL Hale, Greene

Black-Warrior R

N

9.1

95.5

94.0

8,200

6,900

PL 60-317.

W Kerr Scott Dam & Res

NC Wilkes

Yadkin R

F

112.0

1,075.0

1,030.0

4,000

1,475

PL 79-526.

FM

33.0

1,030.0

1,000.0

1,475

675

Walter F George L&D

GA Clay

Chattahoochee R

NP

244.0

190.0

184.0

45,181

36,375

PL 81-516.

AL Henry

West Point Dam & Res

GA Troup

Chattahoochee R

NPMAR

306.1

635.0

620.0

25,864

15,512

PL 87-874.

William Bacon Oliver L&D and Res

AL Tuscaloosa

Black Warrior R

N

0

122.9

122.9

790

790

PL 60-317.

South Pacific Division

Alamo Dam & Lk

AZ Mohave, Yuma

Bill Williams R

F

1,046.2

1,235.0

1,174.0

13,307

7,045

PL 78-534.

Bear Dam

CA Mariposa

Bear Cr

F

7.7

413.5

344.0

265

0

PL 78-534.

Black Butte Lk

CA Tehama

Stony Cr

FI

137.1

473.5

414.6

4,453

577

PL 78-534.

Brea Dam & Res

CA Orange

Brea Cr

F

4.0

279.0

208.0

163

0

FCA 1936.

Buchanan Dam H.V. Eastman Lk

CA Madera

Chowchilla R

F

45.0

587.0

559.0

1,785

1,482

PL 78-874.

FI

140.0

587.0

466.0

1,785

484

Burns Dam

CA Merced

Burns Cr

F

6.8

300.0

266.0

662

0

PL 78-534.

Carbon Canyon Dam & Res

CA Orange

Carbon Cr

F

6.6

475.0

403.0

225

0

PL 74-738

te Lk

CA Tehama

Stony Cr

FI

137.1

473.5

414.6

4,453

577

PL 78-534.

Brea Dam & Res

CA Orange

Brea Cr

F

4.0

279.0

208.0

163

0

FCA 1936.

Buchanan Dam H.V. Eastman Lk

CA Madera

Chowchilla R

F

45.0

587.0

559.0

1,785

1,482

PL 78-874.

FI

140.0

587.0

466.0

1,785

484

Burns Dam

CA Merced

Burns Cr

F

6.8

300.0

266.0

662

0

PL 78-534.

Carbon Canyon Dam & Res

CA Orange

Carbon Cr

F

6.6

475.0

403.0

225

0

PL 74-738.

Coyote Valley Dam Lk Mendocino

CA Mendocino

East Fork, Russian R

F

50.1

764.8

737.5

1,922

1,740

PL 75-761.

IM

72.3

737.5

637.0

1,740

20

Dry Cr (Warm Springs) Lk & Channel

CA Sonoma

Dry Cr

F

136.0

495.0

451.1

3,600

2,600

PL 87-874.

MR

225.0

451.1

291.0

2,600

500

Farmington Dam

CA San Joaquin, Stanislaus

Littlejohn Cr

F

52.0

156.5

120.0

4,107

0

PL 78-534.

Fullerton Dam & Res

CA Orange

Fullerton Cr

F

0.8

290.0

261.0

62

0

FCA 1936.

Hansen Dam Res

CA Los Angeles

Tujunga Wash

F

25.4

1,060.0

990.0

781

0

FCA 1936.

Hidden Dam Hensley Lk

CA Madera

Fresno R

F

65.0

540.0

485.8

1,567

811

PL 87-874.

FI

85.0

540.0

448.0

1,567

280

Isabella Lk

CA Kern

Kern R

FI

568.1

2,605.5

2,470.0

11,454

26

PL 785-34.

Lopez Dam Res

CA Los Angeles

Pocoima Wash

F

0.4

1,272.9

1,253.7

40

0

FCA 1936.

Mariposa Dam

CA Mariposa

Mariposa Cr

F

15.0

439.5

370.0

512

0

PL 78-534.

Martis Cr Lk

CA Nevada

Martis Cr

F

19.6

5,838.0

5,780.0

762

61

PL 87-874.

Mathews Canyon Dam & Res

NV Lincoln

Mathews Canyon

F

6.3

5,461.0

5,420.0

300

0

PL 81-516.

Mojave River Dam & Res

CA San Bernardino

Mojave R

F

89.7

3,134.0

2,988.0

1,978

0

PL 86-645.

New Hogan Lk

CA Calaveras

Calaveras R

F

165.0

713.0

666.2

4,333

2,818

PL 78-534.

FI

302.2

713.0

586.0

4,333

702

Owens Dam

CA Mariposa

Owens Cr

F

3.6

407.5

347.0

174

0

PL 78-534.

Painted Roc Dam & Res

AZ Maricopa

Gila R

F

2,491.5

661.0

524.0

53,200

0

PL 81-516.

Pine Canyon Dam & Res

NV Lincoln

Pine Canyon

F

7.8

5,675.0

5,604.0

254

0

PL 81-516.

Pine Flat Lk Kings R

CA Fresno

Kings R

F

1,000.0