cfr_sections
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5 rows where part_number = 222 and title_number = 33 sorted by section_id
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| section_id ▼ | title_number | title_name | chapter | subchapter | part_number | part_name | subpart | subpart_name | section_number | section_heading | agency | authority | source_citation | amendment_citations | full_text |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 33:33:3.0.1.1.7.0.1.1 | 33 | Navigation and Navigable Waters | II | 222 | PART 222—ENGINEERING AND DESIGN | § 222.2 Acquisition of lands downstream from spillways for hydrologic safety purposes. | USACE | [43 FR 35481, Aug. 10, 1978. Redesignated at 60 FR 19851, Apr. 21, 1995] | (a) Purpose. This regulation provides guidance on the acquisition of lands downstream from spillways for the purpose of protecting the public from hazards imposed by spillway discharges. Guidance contained herein is in addition to ER 405-2-150. (b) Applicability. This regulation is applicable to all OCE elements and all field operating agencies having civil works responsibilities. (c) Reference. ER 405-2-150. (d) Discussion. A policy of public safety awareness will be adhered to in all phases of design and operation of dam and lake projects to assure adequate security for the general public in areas downstream from spillways. A real estate interest will be required in those areas downstream of a spillway where spillway discharge could create or significantly increase a hazardous condition. The real estate interest will extend downstream to where the spillway discharge would not significantly increase hazards. A real estate interest is not required in areas where flood conditions would clearly be nonhazardous. (e) Hydrologic criteria. The construction and operation of a dam and spillway may create or aggravate a potential hazard in the spillway discharge area. Therefore, an appropriate solution should be developed in a systematic manner. All pertinent facts need to be considered to assure that the risk to non-Federal interests does not exceed conditions that would prevail without the project. General hydrologic engineering considerations are as follows: (1) Probability of spillway use. Pool elevation versus probability of filling relationships can change materially after initial construction. Spillway use may be more frequent than anticipated. The infrequent use of a spillway is not a basis for the lack of adequate downstream real estate interest. (2) Changes in project functions. Water resource needs within river basins change and pool levels may be adjusted to provide more conservation storage, particularly when high-level limited-service spillways are provided. Such changes normally increase… | ||||||
| 33:33:3.0.1.1.7.0.1.2 | 33 | Navigation and Navigable Waters | II | 222 | PART 222—ENGINEERING AND DESIGN | § 222.3 Clearances for power and communication lines over reservoirs. | USACE | [43 FR 14013, Apr. 4, 1978. Redesignated at 60 FR 19851, Apr. 21, 1995] | (a) Purpose. This regulation prescribes the minimum vertical clearances to be provided when relocating existing or constructing new power and communication lines over waters of reservoir projects. (b) Applicability. This regulation applies to all field operating agencies having Civil Works responsibilities. (c) References. (1) ER 1180-1-1 (Section 73). (2) National Electrical Safety Code (ANSI C2), available from IEEE Service Center, 445 Hoes Lane, Piscataway, N.J. 08854. (d) Definitions —(1) Design high water level. The design high water level above which clearances are to be provided shall be either: (i) The elevation of the envelope profile of the 50 year flood, or flood series, routed through the reservoir with a full conservation pool after 50 years of sedimentation, or (ii) the elevation of the top of the flood control pool, whichever is higher. (2) Low point of line. The low point of the line shall be the elevation of the lowest point of the line taking into consideration all factors including temperature, loading and length of spans as outlined in the National Electrical Safety Code. (3) Minimum vertical clearance. The minimum vertical clearance shall be the distance from the design high water lever (paragraph (d)(1) of this section) to the low point of the line (paragraph (d)(2) of this section). (e) Required clearances. Minimum vertical clearances for power and communication lines over reservoirs shall not be less than required by section 23, rule 232 of the latest revision of the National Electrical Safety Code (ANSI C2). (1) In general, minimum vertical clearances shall not be less than shown in Table 232-1, Item 7, of ANSI C2, even for reservoirs or areas not suitable for sailboating or where sailboating is prohibited. (2) If clearances not in accordance with Table 232-1 of ANSI C2 are proposed, justification for the clearances should be provided. (f) Navigable waters. For parts of reservoirs that are designated as navigable waters of the United States, greater clearances w… | ||||||
| 33:33:3.0.1.1.7.0.1.3 | 33 | Navigation and Navigable Waters | II | 222 | PART 222—ENGINEERING AND DESIGN | § 222.4 Reporting earthquake effects. | USACE | [44 FR 43469, July 25, 1979. Redesignated at 60 FR 19851, Apr. 21, 1995] | (a) Purpose. This regulation states policy, defines objectives, assigns functions, and establishes procedures for assuring the structural integrity and operational adequacy of major Civil Works structures following the occurrence of significant earthquakes. It primarily concerns damage surveys following the occurrences of earthquakes. (b) Applicability. This regulation is applicable to all field operating agencies having Civil Works responsibilities. (c) References. (1) ER 1110-2-100 (§ 222.2). (2) ER 1110-2-1806. (3) ER 1110-2-8150. (4) ER 1130-2-419. (5) State-of-the-Art for Assessing Earthquake Hazards in the United States—WES Miscellaneous Papers S-73-1—Reports 1 thru 14. Available from U.S. Army Engineer Waterways Experiment Station, P.O. Box 631, Vicksburg, Mississippi 39180. (d) Policy. Civil Works structures which could be caused to fail or partially fail by an earthquake and whose failure or partial failure would endanger the lives of the public and/or cause substantial property damage, will be evaluated following potentially damaging earthquakes to insure their continued structural stability, safety and operational adequacy. These structures include dams, navigation locks, powerhouses, and appurtenant structures, (intakes, outlet works, buildings, tunnels, paved spillways) which are operated by the Corps of Engineers and for which the Corps is fully responsible. Also included are major levees, floodwalls, and similar facilities designed and constructed by the Corps of Engineers and for whose structural safety and stability the Corps has a public obligation to be aware of although not responsible for their maintenance and operation. The evaluation of these structures will be based upon post-earthquake inspections which will be conducted to detect conditions of significant structural distress and to provide a basis for timely initiation of restorative and remedial measures. (e) Post-earthquake inspections and evaluation surveys —(1) Limitations of present knowledge. The design of struct… | ||||||
| 33:33:3.0.1.1.7.0.1.4 | 33 | Navigation and Navigable Waters | II | 222 | PART 222—ENGINEERING AND DESIGN | § 222.5 Water control management (ER 1110-2-240). | USACE | [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] | (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 genera… | ||||||
| 33:33:3.0.1.1.7.0.1.5 | 33 | Navigation and Navigable Waters | II | 222 | PART 222—ENGINEERING AND DESIGN | § 222.6 National Program for Inspection of Non-Federal Dams. | USACE | [44 FR 55336, Sept. 26, 1979, as amended at 45 FR 18925, Mar. 24, 1980. Redesignated at 60 FR 19851, Apr. 21, 1995] | (a) Purpose. This regulation states objectives, assigns responsibilities and prescribes procedures for implementation of a National Program for Inspection of Non-Federal Dams. (b) Applicability. This regulation is applicable to all Divisions and Districts having Civil Works functions. (c) References. (1) The National Dam Inspection Act, Pub. L. 92-367, 8 August 1972. (2) Freedom of Information Act, Pub. L. 87-487, 4 July 1967. (3) ER 500-1-1. (d) Authority. The National Dam Inspection Act, Public Law 92-367, 8 August 1972 authorizes the Secretary of the Army, acting through the Chief of Engineers, to carry out a national program of inspection of non-Federal dams for the purpose of protecting human life and property. (e) Scope. The program provides for: (1) An update of the National Inventory of Dams. (2) Inspection of the following non-Federal dams (the indicated hazard potential categories are based upon the location of the dams relative to developed areas): (i) Dams which are in the high hazard potential category (located on Federal and non-Federal lands). (ii) Dams in the significant hazard potential category believed by the State to represent an immediate danger to the public safety due to the actual condition of the dam. (iii) Dams in the significant hazard potential category located on Federal lands. (iv) Specifically excluded from the national inspection program are: (A) Dams under the jurisdiction of the Bureau of Reclamation, the Tennessee Valley Authority, the International Boundary and Water Commission and the Corps of Engineers and (B) Dams which have been constructed pursuant to licenses issued under the authority of the Federal Power Act, and (C) Dams which have been inspected within the 12-month period immediately prior to the enactment of this act by a State agency and which the Governor of such State requests be excluded from inspection. (f) Objectives. The objectives of the program are: (1) To update the National Inventory of Dams by 30 September 1980. (2) To perfor… |
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CREATE TABLE cfr_sections (
section_id TEXT PRIMARY KEY,
title_number INTEGER,
title_name TEXT,
chapter TEXT,
subchapter TEXT,
part_number TEXT,
part_name TEXT,
subpart TEXT,
subpart_name TEXT,
section_number TEXT,
section_heading TEXT,
agency TEXT,
authority TEXT,
source_citation TEXT,
amendment_citations TEXT,
full_text TEXT
);
CREATE INDEX idx_cfr_title ON cfr_sections(title_number);
CREATE INDEX idx_cfr_part ON cfr_sections(part_number);
CREATE INDEX idx_cfr_agency ON cfr_sections(agency);