APPENDIX A
References
A.1 Required Publications.
A.1.1 Public Laws
Code of Federal Regulations Title 40 Part 261.21-261.24. Characteristics of Hazardous Waste(40 CFR 261.21 261.24).
Public Law 84-99 Flood Control and Coastal Emergencies (FCCE) (33 U.S.C. 701n) (69 Stat. 186).
A.1.2Corps of Engineers Publications
A.1.2.1Engineer regulations
ER 1105-2-100 Planning Guidance NotebookER 1110-1-12 Quality ManagementER 1110-1-1807 Procedures for Drilling in Earth EmbankmentsER 1110-1-261 Quality Assurance of Laboratory Testing ProceduresER 1110-1-8100 Laboratory Investigations and TestingER 1110-1-8155 SpecificationsER 1110-2-1150 Engineering and Design for Civil Works ProjectsER 1110-2-1302 Civil Works Cost EngineeringER 1110-2-1806 Earthquake Design and Evaluation for Civil Works ProjectsER 1110-2-1942 Inspection Monitoring and Maintenance of Relief WellsER 1110-2-401 Operation Maintenance Repair Replacement and Rehabilitation Manual for Projects and Separable Elements Managed by Project SponsorsER 1110-2-8160 Engineering and Design: Policies for Referencing Project Evaluation Grades toNationwide Vertical DatumsER 1165-2-26 Implementation of Executive Order 11988 on Flood Plain Management
ER 1180-1-6 Construction Quality Management
A.1.2.2 Engineer manuals
EM 1110-2-1913January 2024
EM 1110-1-1804 Geotechnical InvestigationsEM 1110-1-1904 Settlement AnalysisEM 1110-1-1905 Bearing Capacity of SoilsEM 1110-2-1100 Coastal Engineering ManualEM 1110-2-1412 Storm Surge Analysis and Design Water Level DeterminationsEM 1110-2-1413 Hydrologic Analysis of Interior AreasEM 1110-2-1414 Water Levels and Wave Heights for Coastal Engineering DesignEM 1110-2-1415 Hydrologic Frequency AnalysisEM 1110-2-1416 River HydraulicsEM 1110-2-1417 Flood-Runoff AnalysisEM 1110-2-1419 Hydrologic Engineering Requirements for Flood Damage Reduction StudiesEM 1110-2-1420 Hydrologic Engineering Requirements for ReservoirsEM 1110-2-1601 Hydraulic Design of Flood Control ChannelsEM 1110-2-1603 Hydraulic Design of SpillwaysEM 1110-2-1804 Geotechnical InvestigationsEM 1110-2-1901 Seepage Analysis and Control for DamsEM 1110-2-1902 Slope StabilityEM 1110-2-1906 Laboratory Soils TestingEM 1110-2-1908 Instrumentation of Embankment Dams and LeveesEM 1110-2-1911 Construction Control for Earth and Rock-Fill DamsEM 1110-2-1914 Design Construction and Maintenance of Relief WellsEM 1110-2-2100 Stability Analysis of Concrete StructuresEM 1110-2-2300 General Design and Construction Considerations for Earth and Rock-Fill DamsEM 1110-2-2502 Retaining and Flood WallsEM 1110-2-2504 Design of Sheet Pile WallsEM 1110-2-2902 Conduits Culverts and PipesEM 1110-2-6000 Selection of Design Earthquakes and Associated Ground MotionsEM XXXX-X-XXXX Seepage Control Cutoffs for Dams and Levees (Forthing)
DIVR 1110-1-400 Change 2. 1998 Dec 12. Engineering and Design Soil mechanics design data.Section 8 Ground water and seepage. Part 6 Landside seepage berms for MississippiRiver and major tributary levees. Item 1 Design procedures. Mississippi ValleyDivision.
A.1.2.4 Engineer circulars
EC 1110-2-6062 Engineering and Design: Risk and Reliability Engineering for MajorRehabilitation Studies. 2011 Feb 1.
EC 1165-2-218 Levee safety policy and procedures. 2021 Apr 22.
EC 1165-2-220 Policy and Procedural Guidance for Processing Request to Alter US Army Corps of Engineers Civil Works Projects Pursuant to 33 USC 408. 2018 Sep 10.
A.1.2.5 Engineer technical letters
ETL 1100-2-2 Appropriate application of Paleoflood information for hydrology and hydraulicsdecisions. 2014 Oct 31.ETL 110-2-305. Engineering and design determining sheltered water wave characteristics.1984.structures. 1995 Dec 31.ETL 1110-2-532 Reliability assessment of navigation structures. 1992 May 1. ETL 1110-2-354 Reliability assessment of pile-founded navigation structures. 1995 Aug 31.ETL 1110-2-547 Introduction to probability and reliability methods for use in geotechnicalengineering. 1995 Sep 30.ETL 1110-2-556 Risk-based analysis in geotechnical engineering for support of planning studies.1999.ETL 1110-2-569 Design guidance for levee underseepage. 2005 May 1.ETL 1110-2-573 Construction cost estimating guide for civil works. 2008 Sep 30.ETL 1110-2-575 Evaluation of I-walls. 2011 Sep 1.ETL 1110-2-576 Ice-affected stage frequency. 2011 May 1.ETL 1110-2-580 Guidelines for seismic evaluation of levees. (Forthing)
A.1.2.6Technical manuals
Army Technical Manual TM 5-818-5. Dewatering and Groundwater Control. 1983 Nov.Washington D.C.: Departments of the Army Navy and the Air Force.
A.1.2.7 Technical memorandums
[TM] Technical Memorandum 184-1. 1941. Investigation of underseepage lower MississippiRiver levees. Vicksburg (MS): Waterways Experiment Station. 59 p.
[TM] Technical Memorandum 3-304. 1949 Nov. Relief well systems for dams and levees on
[TM] Technical Memorandum 3424. 1956 Oct. Investigation of underseepage and its control:Lower Mississippi River levees. Volumes I and 2. Vicksburg (MS): WaterwaysExperiment Station. Prepared for the President Mississippi River Commission Corps of Engineers.
[TM] Technical Memorandum 3-430. 1956 Apr. Investigation of underseepage Mississippi Riverlevees Alton to Gale Ill. Volumes 1 and 2. Vicksburg (MS): Waterways Experiment Station.PreparedforSt.LouisDistrictCorpsofEngineers.https:/usace.contentdm./digital/collection/p266001coll1/id/2424/rec/11.
[TM] Technical Memorandum 5-818-8. 1995 Jul. Engineering Use of Geotextiles. Washington(DC): Joint Departments of the Army and Air Force.
A.1.2.8Engineering and construction bulletins (ECB)
office: CECW-CE.
ECB 2017-2. Revision and clarification of EM 1110-2-2100 and EM 1110-2-2502. 2017 Jan 17. Issuing office: CECW-CE.
ECB 2017-3. Design and evaluation of I-walls including sheet pile walls. 2017 Jan 27. Issuingoffice: CECW-CE.
A.1.2.9Engineer pamphlet
EP 1110-2-18 Guidelines for landscape planting and vegetation management at levees floodwalls embankment dams and appurtenant structures. 2019 May 1.
A.1.2.10 Other Corps of Engineers publications
Barron RA. 1982 Sept. Mathematical theory of partially penetrating relief wells. Unpublishedreport prepared for U.S. Army Engineer Waterways Experiment Station. Vicksburg(MS): U.S. Army Engineer Waterways Experiment Station.and pressibility correlations for New Orleans area soils. Report submitted to the US Army Corps of Engineers New Orleans District.Brandon TL Batool A Jimenez M Vroman ND. 2018. Comparison of levee underseepageanalysis methods using blanket theory and finite element analysis. Vicksburg (MS): U.S.TR-18-24. Army Engineer Research and Development Center. Report No. TA7 E8 NO.ERDC/GSLEdris EV Jr Munger DF Brown RA. 1992. User's guide: UTEXAS3 slope stability package. Vol.3 Example problems. Instruction Report GL-87-1. Vicksburg (MS): U.S. Army EngineerWaterways Experiment Station.manual. Instruction Report GL-87-1. Vicksburg (MS): U.S. Army Engineer WaterwaysExperiment Station.EurOtop. 2018. Manual on wave overtopping of sea defences and related structures. Anovertopping manual largely based on European research but for worldwide application. Van der Meer JW Allsop NWH Bruce T De Rouck J Kortenhaus A Pullen T Schittrumpf H Troch P Zanuttigh B. RY (editor). 1974. Concrete armor units for protection against wave attack. Miscellaneous paper H-74-2. Vicksburg (MS): U.S. Army Engineer WaterwaysExperiment Station.[HSDRRS] Greater New Orleans Hurricane and Storm Damage Risk Reduction System: LeveeArmoring Research Documentation Report (LARDR). 2007. US Army Corps of[HSDRRS] Greater New Orleans Hurricane and Storm Damage Risk Reduction System: Levee Engineers New Orleans District.Armoring Research Documentation Report (LARDR). 2013 Oct. US Army Corps ofEngineers New Orleans District.[IPET] Interagency Performance Evaluation Taskforce. 2007. Performance evaluation of the New Orleans and Southeast Louisiana hurricane protection system. US Army Corps ofEngineers.Issue evaluation study: Design criteria site-adaptation proposed Morganza to the Gulf leveesystem: Assumption Lafourche and Terrebonne Parishes LA. 2013 Jul 24. US ArmyCorps of Engineers Institute for Water Resources Risk Management Center.