Certified_Final_Tech_Specs_Volume_2A_-_GBR_Appendix_A.pdf
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- East Branch Cutoff Wall Construction Project Federal contract opportunity
- Solicitation number
- W911WN-13-R-0002
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4. Tech Specs Vol 2A - EB Cutoff Wall
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W911WN-13-R-0002
East Branch Lake East Branch Clarion River Elk County, Pennsylvania Dam Safety Modifications/Cutoff Wall
Certified Final Document Volume 2A – Geotechnical Baseline Report, Appendix A April 2013
Appendix A
References
APPENDIX A
References
ASTM International (2010). Standard Test Method for Laboratory Determination of Abrasiveness of Rock Using the CERCHAR Method. ASTM D7625. p 5.
Bureau of Reclamation (2010). Dam Safety Risk Analysis Best Practices Training Manual. Version 2.0.
24-13.
D'Appolonia Engineering Division of Ground Technology, Inc. (2009). Three-Dimensional (3D) Model Report", Subsurface Exploration and 3D Model Development, East Branch Dam - East Branch Clarion River Lake, Wilcox, Elk County, Pennsylvania.
Gannett Fleming (2012). Geotechnical Data Report, East Branch Dam, Elk County, Pennsylvania.
Quinones-Rozo, Camilo (2010). Lugeon Test Interpretation, Revisited. 30th Annual United States Society on Dams Conference, 2010. p 407.
RHEA Engineers and Consultants (2011). Final Geotechnical Exploration and Phase II Environmental Site Investigation Summary Report, East Branch Dam, Elk County, Pennsylvania.
USACE, Pittsburgh District (2012). Clarion River, East Branch Dam, Dam Safety Modification Drawings.
USACE, Pittsburgh District (2010). Dam Safety Modification Report, East Branch Dam, Clarion River, Elk, County Pennsylvania.
USACE, Pittsburgh District (1998). East Branch Dam, Clarion River, Pennsylvania, Left Abutment Seepage Evaluation Report.
USACE, Pittsburgh District (1990). East Branch Dam, Clarion River, Pennsylvania, 1990 Piezometer Installation Report.
USACE, Pittsburgh District (1981). Report of Cavity Exploration, East Branch Dam.
USACE, Pittsburgh District (1978). Instrumentation Report, Pittsburgh District, Piezometer Installation, East Branch Dam , Clarion River.
USACE, Pittsburgh District (1957). Final Report, Emergency Work, East Branch Dam, Clarion River, PA.
USACE, Pittsburgh District (1956). Final Report, Abutment Drilling and Grouting, East Brach Dam, Contract No. CIVENG-36-058-56-25.
USACE, Pittsburgh District (1952). Foundation Report 8, Embankment & Spillway, East Branch Dam, Clarion River.
USACE, Pittsburgh District (1950). Foundation Report 1, Embankment & Spillway, East Branch Dam Core Trench Cutoff.
Willowstick (2008). East Branch Dam, Aquatrack Geophysical Investigation.
USACE, Pittsburgh District (1951). Foundation Report 2, Embankment & Spillway, East Branch Dam, Clarion River.
USACE, Pittsburgh District (1951). Foundation Report 3, Embankment & Spillway, East Branch Dam, Clarion River.
USACE, Pittsburgh District (1949). Foundation Report 14, Outlet Works, Clarion River.
| Vol 2A - Appendices A-D |
| Appendix A - References |
| Appendix B - Drawings |
| 038b-U1-10/100 Plan of Dam and Observtions |
| 038b-U1-10/101 Plan of Instrumentation (Right Side) |
| 038b-U1-10/102 Plan of Instrumentation (Left Side) |
| 038b-U1-10/103 Top of Rock Contours |
| 038b-U1-10/104 Dam Profile Centerline |
| 038b-U1-10/105 Dam Profile - Sta. 5+25 to Sta. 15+00 |
| 038b-U1-10/106 Dam Profile - Sta. 15+00 to Sta. 26+00 |
| 038b-U1-10/107 Dam Section - Sta. 22+95 |
| 038b-U1-10/108 Dam Section - Sta. 6+65 |
| 038b-U1-10/109 Dam Section - Sta. 8+30 |
| 038b-U1-10/110 Dam Section - Sta. 11+05 |
| 038b-U1-10/111 Dam Section - Sta. 17+50 |
| 038b-U1-10/112 Dam Section - 22+00 |
| 038b-U1-10/113 Plan - Grouted Void Area |
| 038b-U1-10/114 Grouted Void Area Profile |
| 038b-U1-10/115 Grouted Void Area Section |
| 038b-U1-10/116 Right Abutment Geology and A-Line Grouting |
| 038b-U1-10/117 Work Area Plan |
| 038b-U1-10/118 Section - Work Area, 590' U/S |
| 038b-U1-10/119 Section - Work Area, 960' U/S |
| Appendix C - As-Built Drawings |
| List of Drawings |
| 038b-U1-10_10.1 Foundation Exploration Plan.pdf |
| 038b-U1-10_12 Foundation Exploration Profiles |
| 038b-U1-10_30 Plan of Emergency Grouting |
| 038b-U1-10_37.1 Cavity Exploration |
| 038b-U1-40_45 Foundation Treatment |
| 038b-U1-40_46.2 Typical Sections and Details |
| 038b-U1-40_57.1 Left Abutment Grouting |
| 038b-U1-40_58 Left Abutment Grouting |
| 038b-U1-40_59 Plan of Consolidation Grouting |
| 038b-U1-40_63 Piezometer Plan with Void |
| 038b-U1-88_1.4 1972 Piezometer Installation |
| Appendix D - Boring Logs |
| Intro and Boring Log Summary |
| Pre Construction Borings |
| Boring Location Plans |
| Foundation Borings (1-3, 14-17, 27-28, 72-80) |
| Foundation Borings (81-94, SB1-SB8) |
| Foundation Borings (4-11) |
| Foundation Borings (12-13, 18-22) |
| Foundation Borings (23-39) |
| Foundation Borings (40-64) |
| Foundation Borings (65-71, 95-99) |
| Foundation Borings (100-112) |
| Foundation Borings (113-125) |
| 1977 Exploration and Piezometer Installation |
| Boring Location Plan |
| Borings E-1 thru E-5 |
| Borings D-77-1 thru D-77-3 |
| Borings 77-EBD-11 thru 77-EBD-15 |
| Borings 77-EBD-16 thru 77-EBD-18 |
| Borings 77-EBD-19 thru 77-EBD-22 |
| Borings 77-EBD-23 thru 77-EBD-28 |
| 1981 Cavity Exploration |
| Boring Location Plan |
| Borings E-6 thru E-11 |
| Borings E-12 thru E-15 |
| Borings E-16 thru E-19 |
| Borings E-20 thru E-23 |
| 1990 Piezometer Installation |
| Boring Location Plan |
| Borings 90-EBD-30 thru 90-EBD-37 |
| Borings 90-EBD-38 thru 90-EBD-44 |
| Borings 90-EBD-45 thru 90-EBD-50 |
| 1998 Left Abutment Exploration and Piezometer Installations |
| Boring Location Plan |
| 97-EBD-51 |
| 97-EBD-52 |
| 97-EBD-53 |
| 97-EBD-54 |
| 97-EBD-55 |
| 97-EBD-56 |
| 97-EBD-57 |
| EB-1 |
| EB-2 |
| 1999 Piezometer Installation |
| Boring Location Plan |
| 99-EBD-58 thru 99-EBD-60 |
| 99-EBD-61 thru 99-EBD-64 |
| 2009 Geotechnical Exploration |
| Boring Location Plan |
| 08-EBD-65L |
| 08-EBD-66L |
| 08-EBD-67L |
| 08-EBD-68L |
| 08-EBD-69L |
| 08-EBD-70L |
| 08-EBD-71 |
| 08-EBD-72 |
| 08-EBD-73 |
| 08-EBD-74 |
| 08-EBD-75 |
| 08-EBD-76 |
| 08-EBD-77 |
| 08-EBD-78 |
| 08-EBD-78A |
| 08-EBD-79 |
| 08-EBD-80 |
| 08-EBD-81 |
| E-24 |
| E-25 |
| E-26 |
| 2010 Inclinometer and Piezometer Installation |
| Boring Location Plan |
| 10-EBD-82 |
| 10-EBD-83 |
| 10-EBD-I1 |
| 10-EBD-I2 |
| 2011 Geotechnical Exploration |
| Boring Location Plans |
| E-27 |
| E-27A |
| E-28 |
| E-29 |
| E-30 |
| E-31 |
| E-32 |
| E-33 |
| E-34 |
| E-35 |
| E-36 |
| E-37 |
| E-38 |
| R-1 |
| R-2 |
| R-3 |
| R-4 |
| R-5 |
| R-6 |
| 2012 Geotechnical Exploration |
| Boring Location Plans |
| E-39 |
| E-40 |
| E-41 |
| E-42 |
| E-43 |
| E-44 |
| E-45 |
| E-46 |
| E-47 |
| E-48 |
| E-49 |
| E-50 |
| E-51 |
| E-52 |
| E-53 |
| E-54 |
| E-55 |
| E-56 |
| E-57 |
| E-58 |
| E-59 |
| 2012 Piezometer Installation |
| 12-EBD-84 |
| 12-EBD-85 |
| 12-EBD-86 |
| 12-EBD-87 |
| 12-EBD-88 |
| 12-EBD-89 |
| 12-EBD-90 |
| 12-EBD-91 |
| 12-EBD-92 |
| E-60 |
| E-61 |
| E-62 |
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