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

§ 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. 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.
(f) General policies.
(1) Water control plans will be developed for reservoirs, locks and dams, reregulation and major control structures and interrelated systems to comform 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.
(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).
(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.
(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.
(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.
(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.
(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.
(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.
(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.
(3) EM 1110-2-3600 discusses principles and concepts involved in developing water control plans. Instructions relating to preparation of “Water Control Manuals for speicfic 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.)
(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.
(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 ofPub. 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.
(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.
(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.
(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.
(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. 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.
(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.
(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).
(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 then 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.
(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.
(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.
(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.
(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 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
1 421.30421.31 55979 28 2.0 0 84 0.00
2 421.32421.37 56196 5 2.0 0 117 .00
3 421.43421.44 56449 23 1.9 0 152 .14
4 421.45421.47 56558 1 1.8 0 58 .00
5 421.49421.34 56088 1 2.0 324 50 .00
6 421.20421.01 54902 14 1.9 632 50 .00
7 420.88420.89 54473 4 2.0 269 59 .09
8 420.89420.91 54544 5 2.3 0 44 .00
9 420.90420.89 54473 11 1.5 0 38 .00
10 420.90420.90 54509 28 3.0 0 27 .00
11 420.91421.35 56124 26 1.8 0 824 .00
12 421.54421.65 57213 31 2.1 0 582 1.61
13 421.70421.75 57578 29 2.2 0 216 .00
14 421.78421.76 57614 34 1.9 249 303 .03
15 421.69421.52 56739 22 1.9 643 225 .57
16 421.39421.28 55871 39 2.1 535 138 .00
17 421.19421.09 55188 10 2.2 393 119 .00
18 421.03421.05 55045 46 2.0 143 60 .00
19 421.04421.07 55116 17 2.3 0 55 .00
20 421.06421.30 55943 21 2.1 0 440 .21
21 421.39421.47 56558 20 2.1 0 332 .97
22 421.50421.39 56268 42 2.1 247 145 .00
23 421.37424.91 69726 31 2.0 328 7146 .22
24 425.61426.15 74825 22 2.0 0 2595 2.38
25 426.15426.55 76523 18 2.3 0 876 .11
26 426.72426.80 77598 42 2.1 0 586 .00
27 426.95427.00 78465 23 2.0 0 462 .00
28 427.14427.15 79116 31 2.1 0 361 .19
29 427.31427.70 81528 61 1.9 0 1279 .20
30 427.94428.05 83082 11 2.0 0 796 1.02
31 428.20428.22 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
1 Res—Reservoir; Lk—Lake; Div—Diversion: R—River; Cr—Creek; Fk—Fork; L&D—Lock & Dam; GIWW—Gulf Intercoastal Waterway; FG—Floodgate; CS—Control Structure: DS—Drainage Structure; PS—Pump Station.
2 F—Flood Control; N—Navigation; P—Hydropower; I—Irrigation; M—Municipal and/or Industrial Water/Supply; C—Fish and Wildlife Conservation; R—Recreation; A—Low Flow Augmentation or Pollution Abatement; Q—Quality or Silt Control.
3 PL—Public Law; HD—House Document; RHA—River & Harbor Act; PW—Public Works: FCA—Flood Control Act; WSA—Water Supply Act.
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.
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.
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. 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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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 FPNMR 598.81,087.6 1,085.01,071.0 1,071.01,035.0 47,18238,542 38,54222,442 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.
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.
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.
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 1,000.0 951.5 565.5 5,956 0 PL 78-534.
Prado Dam & Res CA Riverside Santa Ana R F 196.2 543.0 460.0 6,630 0 FCA 1936.
San Antonio Dam & Res CA Los Angeles San Antonio Cr F 7.7 2,238.0 2,125.0 145 0 FCA 1936.
Santa Fe Dam & Res CA Los Angeles San Gabriel R F 32.1 496.0 421.0 1,084 0 FCA 1936, 1941.
Sepolveda Dam & Res CA Los Angeles Los Angeles R F 17.4 710.0 668.0 1,335 0 FCA 1936.
Success Lk CA Tulare Tule R FI 75.0 652.5 588.9 2,477 409 PL 78-534.
Terminus Dam Lk Kaweah CA Tulare Kaweah R FI 136.1 694.0 570.0 1,913 276 PL 78-534.
Whitlow Ranch Dam & Res AZ Pinal Queen Cr F 35.6 2,166.0 2,056.0 828 0 PL 79-526.
Whittler Marrows Dam & Res CA Los Angeles San Gabriel Rio Hondo R F 34.9 228.5 184.0 2,411 0 FCA 1936.
Southwestern Division
Abiquiu Dam NM Rio Arriba Rio Chama F 572.2 6,283.5 6,220.0 7,469 4,120 PL 80-858.
FM 191.3 6,220.0 6,060.0 4,120 0
Addicks Res TX Harris Buffalo Bayou F 200.8 112.0 71.1 16,423 0 HD250-83-2.
Aquilla Lk TX Hill Aquilla Cr F 161.4 564.5 537.5 8,980 3,280 PL 90-483.
MR 93.6 537.5 478.6 3,280 26
Arcadia Lk OK Oklahoma Deep Fork R F 64.4 1,029.5 1,006.0 3,820 1,820 PL 91-611.
FMCR 27.4 1,006.0 970.0 1,820 20
B A Steinhagen Lk TX Taylor, Jasper Neches R F 24.5 83.0 81.0 13,700 10,950 SD98-76-1.
Bardwell Lk TX Ellis Waxahachie Cr F 79.6 439.0 421.0 6,040 3,570 PL 86-399.
M 42.8 421.0 372.6 3,570 0
Barker Res TX Harris Ft Bend Buffalo Bayou F 209.0 106.0 73.2 16,734 0 HD250-83-2, RHA 1938.
Beaver Lk AR Carrol, Benton, Washington White R F 299.6 1,130.0 1,120.0 31,700 28,220 PL 83-780.
FPM 925.1 1,120.0 1,077.0 28,220 15,540 PL 85-500.
Belton Lk TX Bell Leon R F 640.0 631.0 594.0 23,600 12,400 PL 79-526.
MI 372.7 594.0 470.0 12,400 42 HD88-81-1.
Benbrook Lk TX Tarrant, Parker Clear Fk Trinity R F 170.4 724.0 694.0 7,630 3,770 HD103-771.
NM 72.5 694.0 656.0 3,770 730
Big Hill LK KN Labette Big HIll Cr F 13.1 867.5 858.0 1,520 1,240 PL 87-874.
FMR 27.2 858.0 814.0 1,240 70 HD572-87-2.
Birch Lk OK Osage Birch Cr F 39.0 774.0 750.5 2,340 1,140 PL 87-874.
FMCAR 15.8 750.5 730.0 1,140 384 HD563-87-2.
Blue Mountain Lk AR Yell, Logan Petit Jean R F 233.3 419.0 384.0 11,000 2,910 PA 75-761.
Broken Bow Lk OK McCurtain Mountain Fk R F 450.2 627.5 599.5 18,000 14,200 PL 85-500.
FRPMAC 469.8 599.5 559.5 14,200 9,200
Bull Shoals Lk AR Baxter, Marion, Boone White R F 2,360.0 695.0 654.0 71,240 45,440 PL 77-228.
MO Ozark, Taney PF 1,003.0 654.0 628.5 45,440 33,800
Canton Lk OK Blain N Canadian R F 265.8 1,638.0 1,615.4 15,710 7,910 PL 75-761.
FMI 97.2 1,615.4 1,596.5 7,910 2,710 HD56-/75-3.
Canyon Lk TX Comal Guadalupe R F 346.4 934.0 909.0 12,890 8,240 PL 79-14.
M 366.4 909.0 75.0 8,240 0
Clearwater Lk MO Reynolds, Wayne Black R F 391.8 567.0 494.0 10,400 1,630 PL 75-761.
Cochiti Lk NM Sandoval, Sante Fe, Los Alamos Rio Grande F 545.0 5,460.5 5,356.6 9,361 1,200 PL 86-645.
FRC 43.0 5,356.6 5,330.0 1,200 0
Conchas Lk NM San Miguel Candian R F 198.8 4,218.0 4,201.0 13,664 9,692 HD 308-74.
FI 259.6 4,201.0 4,155.0 9,692 3,000
Copan Lk OK Washington L Caney R F 184.3 732.0 710.0 13,380 4,850 PL 87-874.
KS Chautauqua FMCA 42.8 710.0 687.5 4,850 110 HD563-87-2.
Council Grove Lk KS Morris Neosho R F 63.8 1,289.0 1,274.0 5,400 3,230 PL 81-516.
FMAR 48.5 1,274.0 1,240.0 3,230 42
DeQueen Lk AR Sevier Rolling Fork R F 101.3 473.5 437.0 4,050 1,680 PL 85-500.
FMCRQ 25.5 437.0 415.0 1,680 710
Dierks Lk AR Sevier, Howard Saline R F 67.1 557.5 526.0 2,970 1,360 PL 85-500.
FMCR 15.1 526.0 512.0 1,360 810
Eldorado Lk KS Butler Walnut R F 79.2 1,347.5 1,339.0 10,740 8,000 PL 89-298.
FMAR 154.0 1,339.0 1,296.0 8,000 420 HD232-89-1.
Elk City Lk KS Montgomery Elk R F 239.5 825.0 796.0 13,150 4,450 HD440-76-1.
FMA 44.8 796.0 764.0 4,450 64
Eufaula Lk OK McIntosh, Pittsburg, Haskell Candian R F 1,510.9 597.0 585.0 147,960 105,480 PL 79-525.
FNPM 1,463.0 585.0 565.0 105,480 46,120
Fall River Lk KS Greenwood Fall R F 234.5 987.5 948.5 10,400 2,350 HD440-76-1.
FA 15.0 948.5 940.0 2,350 1,170
Fort Gibson Lk OK Wagoner Neosho (Grand) R F 919.2 582.0 554.0 51,000 19,900 FEC 1941.
FP 53.9 554.0 551.0 19,100 16,950 RHA 1946.
Fort Supply Lk OK Woodward Wolf Cr F 86.8 2,028.0 2,004.0 5,690 1,820 PL 74-738.
FM 13.9 2,004.0 1,988.0 1,820 0
Galisteo Dam NM Santa Fe Galisteo Cr F 79.4 5,608.0 5,496.0 2,060 0 PL 86-645.
Georgetown Lk TX Williamson N.F. San Gabriel R F 87.6 834.0 791.0 3,220 1,310 PL 87-874.
MC 29.2 791.0 699.0 1,310 0 HD 591-82-2.
Gillham Lk AR Howard, Polk Cossatot R F 188.7 569.0 502.0 4,680 1,370 PL 85-500.
FMCQ 29.3 502.0 464.5 1,370 310
Granger Lk TX Williamson San Gabriel R F 162.2 528.0 504.0 11,040 4,400 PL 87-874.
M 37.9 504.0 440.0 4,400 0
Grapevine Lk TX Denton, Tarrant Denton Cr F 243.1 560.0 535.0 12,710 7,280 HD103-77-1.
M 154.3 535.0 451.0 7,380 41
Great Salt Plains Lk OK Alfalfa Salt Fk F 240.0 1,138.5 1,125.0 27,730 8,693 PL 74-738.
Arkansas R FC 31.4 1,125.0 1,115.0 8,690 0
Greers Ferry Lk AR Cleburne, Van Buren Little Red R F 934.0 487.0 461.0 40,480 31,460 PL 75-761.
FP 716.5 461.0 435.0 31,460 23,740 PL 83-780.
Heyburn Lk OK Creek Polecat Cr F 48.4 784.0 761.5 3,700 917 PL 79-526.
FM 3.8 761.5 55.5 917 394
Hords Cr Lk TX Coleman Hords Cr F 16.7 1,920.0 1,900.0 1,260 510 PL 77-228.
M 5.8 1,900.0 1,848.0 510 0
Hugo Lk OK Choctaw Kiamichi R F 809.1 437.5 404.5 34,490 13,250 PL 79-526.
FMCAR 127.2 404.5 390.0 13,250 4,500
Hulah Lk OK Osage Caney R F 257.9 765.0 733.0 13,000 3,570 PL 74-738.
KS Chautaugua FMA 31.1 733.0 710.0 3,570 0 PL 84-843.
Jemez Canyon Dam NM Sandoval Jemez R F 73.0 5,232.0 5,196.1 2,877 1,370 PL 80-858PL 81-516.
Joe Pool Lk TX Dalla, Ellis, Tarrant Mountain Cr F 1,238.0 536.0 522.0 10,940 7,470 PL 89-298.
M 176.9 522.0 456.0 7,470 10
John Martin Res CO Bent Arkansas R F 270.3 3,870.0 3,851.0 17,630 11,655 PL 74-738.
FRC 350.9 3,851.0 0.0 11,655 0
John Redmond Dam & Res KS Coffee Neosho R F 559.0 1,068.0 1,039.0 31,700 9,300 PL 81-516.
FMAR 70.8 1,039.0 1,020.0 9,300 108
Kaw Lk OK Kay, Osage Arkansas R F 919.4 1,044.5 1,010.0 38,020 17,040 PL 87-874.
KS Cowley FMARC 343.5 1,010.0 978.0 17,040 5,590
Keystone Lk OK Tulsa Arkansas R F 1,180.0 754.0 723.0 54,300 23,600 PL 81-516.
FNPMC 296.7 723.0 706.0 23,600 13,300
L&D 01, Norrell AR Arkansas Arkansas Post Canal N 0.0 142.0 142.0 140 140 HD 758-79, RHA 1946.
L&D 02, Wilbur D. Mills Dam AR Desha, Arkansas Arkansas R N 18.7 162.3 160.5 10,700 9,400 HD 758-79, RHA 1946.
L&D 03 AR Jefferson, Lincoln Arkansas R N 8.3 182.3 180.0 3,750 3,180 HD 758-79, RHA 1946.
L&D 04 AR Jefferson Arkansas R N 12.9 196.3 194.0 5,820 5,200 HD 758-79, RHA 1946.
L&D 05 AR Jefferson Arkansas R N 14.4 213.3 211.0 6,900 5,550 HD 758-79, RHA 1946.
L&D 06, David D. Terry AR Pulaski Arkansas R N 9.6 231.3 229.0 4,830 4,130 HD 758-79.
L&D 07, Murray AR Pulaski Arkansas R N 24.7 249.7 247.0 10,350 8,100 RHA 1946.
L&D 08, Toad Suck Ferry AR Faulkner, Perry Arkansas R N 8.7 265.3 263.0 4,130 3,600 RHA 1946.
L&D 09, Arthur V. Ormond L&D, W. Rockefeller Lk AR Conway Arkansas R N 15.8 287.0 284.0 5,660 4,910 HD 758-79.
L&D 10, Lk Dardanelle AR Pope Yell Arkansas R NP 72.3 338.2 336.0 34,700 31,140 HD 758-79, RHA 1946.
L&D 11, Ozark-Jetta Taylor AR Franklin Arkansas NPR 25.3 372.5 370.0 11,100 8,800 RHA 1946, HD 758-79.
L&D 13, James W. Trimble AR Sebastian, Crawford Arkansas R N 18.1 392.0 389.0 6,820 5,200 RHA 1946.
L&D 14, W. D. Mayo OK Sequoyah, Leflore Arkansas R N 0.0 413.0 0.0 1,600 0 PL 79-525.
L&D 15, Robert S. Kerr Res OK Leflore, Sequoyah Arkansas R NP 84.7 460.0 458.0 43,800 40,760 PL 79-525.
L&D 16, Webbers Falls Res OK Muskogee Arkansas R NP 32.4 490.0 487.0 10,900 9,300 PL 79-525.
L&D 17, Chouteau OK Wagoner Verdigris R N 0.0 511.0 511.0 2,270 2,270 PL 79-525, HD 758-79-2.
L&D 18, Newt Graham OK Wagoner Verdigris R N 0.0 532.0 532.0 1,490 1,490 PL 97-525.
Lake O' The Pines TX Marion Cypress Cr F 579.5 249.5 228.5 38,200 18,700 PL 79-526.
M 250.0 228.5 201.0 18,700 1,100
Lavon Lk TX Collin East Fork, Trinity R FM 275.6380.0 503.5492.0 492.0433.0 29,45021,400 21,4002,87 HD 533-78-2.
Lewisville Lk Garza-Little Elm Dam TX Denton Elm Fork Trinity R F 525.2 532.0 515.0 39,080 23,280 HD 403-77-1.
M 436.0 515.0 433.0 23,280 12
Marion Lk KS Marion Cottonwood R F 60.2 1,358.5 1,350.5 9,050 6,200 PL 81-516.
FMAR 83.3 1,350.5 1,320.0 6,200 170
Millwood Lk AR Little R Hempstead Little R F 1,650.0 287.0 259.2 95,200 29,200 PL 79-526.
FMC 153.3 259.2 252.0 29,200 13,100 HD 785-79.
Navarro Mills Lk TX Navarro Hill Richland Cr F 143.2 443.0 424.5 11,700 5,070 HD 498-83-2.
M 53.2 424.5 375.3 5,070 0
Nimrod Lk AR Perry, Yell Fourche La Fave R F 307.0 373.0 342.0 18,300 3,550 FCA 1938.
Norfork Lk AR Baxter, Fulton North Fork R F 731.8 580.0 552.0 30,700 21,990 PL 75-761.
MO Ozark FP 707.0 552.0 510.0 21.990 12,320 FCA 1941
North Fork Lk TX Williamson N.F. San Gabriel R F 87.6 834.0 791.0 3,220 1,310 PL 87-874.
MC 29.2 791.0 699.0 1,310 0 HD 591-82-2.
O. C. Fisher Lk TX Tom Green N. Concho R F 277.2 1,938.5 1,908.0 12,700 5,440 PL 77-228.
M 80.4 1,908.0 1,836.0 5,440 3
Oologah Lk OK Rogers Verdigris R F 965.6 661.0 638.0 56,800 29,460 PL 75-761.
FMN 544.1 638.0 592.0 29,460 1,120
Optima Lk OK Texas N. Candian R F 100.5 2,779.0 2,763.5 7,640 5,340 PL 74-738.
FMRC 117.7 2,763.5 2,726.0 5,340 1,335
Pat Mayse Lk TX Lamar Sanders Cr F 64.6 460.5 451.0 7,680 5,993 PL 87-874.
FMCR 119.9 451.0 415.0 5,993 996 HD 88-71.
Pine Cr OK McCurtain Little R F 388.1 480.0 443.5 17,230 4,980 PL 85-500.
FMAC 77.6 443.5 414.0 4,980 700 HD 170-85-1.
Proctor Lk TX Comanche Leon R F 310.1 1,197.0 1,162.0 14,010 4,610 PL 83-780, HD 535-81-2.
Sam Rayburn Res TX Jasper, San Augustine, Angelina Angelina R F 1,099.4 173.0 164.4 142,700 114,500 HD 981-76-1.
PMC 1,446.2 164.4 149.0 114,500 74,040
Santa Rosa NM Guadalupe Pecos R F 340.0 4,746.2 4,776.5 10,740 3,823 PL 83-780.
FI 160.0 4,776.5 4,746.2 7,115 3,823
Sardis OK Pushmatah Jackfork Cr F 122.6 607.0 599.0 16,960 13,610 HD 602-79-2.
FMR 274.2 599.0 542.0 13,610 40
Somerville Lk TX Washington, Lee, Burleson Yegua Cr F 337.7 258.0 238.0 24,400 11,460 PL 83-780.
M 143.9 238.0 200.0 11,460 0
Stiatook OK Osage Hominy Cr F 178.0 729.0 714.0 13,690 10,190 HD 563-87.
FMARC 311.6 714.0 657.0 10,190 1,430
Stillhouse H. Lk TX Bell Lampasas R F 390.6 666.0 622.0 11,830 6,430 PL 83-780.
M 204.9 622.0 498.0 6,430 0
Table Rock Lk MO Taney, Stone, Barry White R F 760.0 931.0 915.0 52,250 43,070 PL 77-228.
AR Carroll, Boone FP 1,181.50 915.0 881.0 43,070 27,300 FCA 1938.
Tenkiller Ferry Lk OK Cherokee, Sequoyah Illinois R F 576.7 667.0 632.0 20,800 12,900 RHA 1946.
FP 371.0 632.0 594.5 12,900 7,370
Texoma Lk, Denison Dam TX Marshall Red R F 2,669.0 640.0 617.0 144,000 88,000 PL 75-761.
OK Bryan, Cook, Grayson FPM 1,612.0 617.0 590.0 88,000 41,000
Toronto Lk KS Woodson Verdigris R F 179.8 931.0 901.5 11,740 2,660 HD 440-76-1.
FMA 10.7 901.5 896.7 2,660 1,720
Trinidad Lk CO Las Animas Purgatorie R F 58.0 6,260.0 6,230.0 2,107 1,453 PL 85-500.
FI 20.0 6,230.0 0.0 1,453 0
Two Rivers Dam NM Chaves Rio Hondo R F 150.0 4,032.0 3,945.0 4,806 0 PL 83-780.
Waco Lk TX Mclennan Bosque R F 3.3 500.0 455.0 19,440 7,270 PL 83-780.
M 100.8 455.0 370.0 7,240 0 HD 535-81-2.
Waurika Lk OK Jefferson Beaver Cr F 140.4 962.5 951.4 15,000 10,100 PL 88-253.
FMCAR 199.7 951.4 910.0 10,100 830
Whitney Lk TX Hill, Bosquel Brazos R F 1,372.0 571.0 533.0 49,820 23,560 PL 77-228.
PM 381.9 533.0 425.0 23,560 475 HD 390-76-1.
Wister Lk OK Leflore Pouteau R F 387.0 502.5 474.6 23,070 5,000 PL 75-761.
Wright Patman Lk TX Bowie, Cass Sulphur R F 2,363.7 259.5 220.0 119,700 20,300 PL 79-526.
FM 142.7 220.0 180.0 20,300 0
[47 FR 44544, Oct. 8, 1982, as amended at 52 FR 15804, Apr. 30, 1987; 52 FR 23816, June 25, 1987; 57 FR 35757, Aug. 11, 1992. Redesignated at 60 FR 19851, Apr. 21, 1995]

Title 33 published on 2013-07-01

no entries appear in the Federal Register after this date.