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HomeMy WebLinkAbout1980-81 Geotech Report Volume 2 App A-F AcreswAbi UTMISAVA a MIX A I LOM I VOLUME 2 APPENDIX A - SELECTED BIBLIOGRAPHY OF PREVIOUS INVESTIGATIONS B. - WATANA DIAMOND CORE DRILLING LOGS C - DEVIL CANYON DIAMOND CORE DRILLING LOGS D - WATANA WATER PRESSURE TESTING DETAILS E - DEVIL CANYON WATER PRESSURE TESTING DETAILS F - WATANA BORROW SITE INVESTIGATION F,1 - BORROW SITE D F,2 - BORROW SITE E F,3 - BORROW SITE H F,4 - BORROW SITES I & J APPENDIX A OF PREVIOUS INVESTIGATIONS SELECTED BIBLIOGRAPHY OF PREVIOUS INVESTIGATIONS Acres American Incorporated, Susitna Hydroelectric Project, Feasibility Report, 1982. American Geological Institute, Glossar of Geology., Kingsport Press, Tennessee, 1973. ASCE, Rock Engineering for Foundations and Slopes, Vol. 1 and 2, August, 1976. ASCE, Symposium on Underground Rock Chambers, Phoenix, Arizona, Janu- ary, 1971. Anderson, R.E., "Preliminary Geochemistry and Geology, Little Falls Creek Area, Talkeetna Mountain Quadrangle", Alaska Division of Geological and Geophysical Surveys, Geochemical Re )—,-1969. Anderson, R.E., "Geology and Geochemistry, Diana Lakes Area, Western Talkeetna Mountains", Alaska Division of Geological and Geophysi- cal Surveys, Report 34, 1969. Anonymous, "Regional Geology of the Susitna-MacLaren River Area" Alaska Division of Geological and Geophysical Surveys, Annual Report, 9973 Beikman, H.M., "Preliminary Geologic Map of the Southeast Quadrant of Alaska", U.S. Geological Survey, Miscellaneous Field Studies Ma MP-612, 1974. Bei kinan, H.M., Holloway, D.D. , and MacKerett, E.M. , Jr., "Generalized Geologic Map of the Eastern Part of Southern Alaska", U.S. Geological Survey, Open File Map 77-169-B, 1977. Beikman, H.M., "Preliminary Geologic Map of Alaska", U.S. Geological Survey, 1978. Berg, H.C., Jones, D.L., and Richter, D.H., "Gravina - Nutzotin Belt - Tectonic Significance of an Upper Mesozoic Sedimentary and Volcan- ic Sequence in Southern and Southeastern Alaska", U.S. Geological Survey, Professional Pa er 800-D, 1972. Bi1el1o, M.A., "A Winter Environmental Data Survey of the Drainage of the Upper Susitna River, Alaska", CRREL Internal Report 332 (unpublished), 1975. Billings, M.P., Structural Geology, Prentice -Hall, Inc., New Jersey, pp. 108-114, 1962. R1HI.ICGRAPHY (Continued) Bleifuss, D.J., "Theory for the pesign of Underground Pressure Con- duits", Power Division, ASCE, Volume 81, July, 1955. Capps, S.R., "The Southern Alaska Range", U.S. Geological Survey, Bulletin 862, 1935, Capps, S.R,, "Geology of the Alaska Railroad Region", U.S. Geol ogical- Survey, Oulletin 907, 1940, Chapin, T., "The Nelchina-Susi.tna Region, Alaska", U.S. Geological Sur- vey, Bulletin 668, 1918. Clark, A,L „ Clark, S,H. and Hawley, C.C., "Significance of Upper Pale- ozoic Oceanic Crust in the Upper Chulitna District, Westcentral Alaska Range", U.S. Geological Survey, Professional Paper 800_C, 1972? - Cobb, E.H „ "Metallic Mineral Resources Map of the Talkeetna Mountains Quadrange, Alaska", U,S. Geological SurveX, Miscellaneous_ Field Studies Map MF-670, 1972. Collins, S-G, and Field, W.O., "Glaciers of the Talkeetna Mountains, Alaska", Mountain Glaciers of the Northern Hemisphere, Vol. 2: Alaska and d'-,cent Canada, North Atlantic Islands, CRREL Reports, 1975. Cording, E.J., Matthews, A.A., and Peck, R.B., "Design Criteria for Permanent Structural Linings for Station Excavations in Rock, Washington Metropolitan Area Transit Authority", prepared for ReLeuw, Cather and Co., July, 1976, Coulter, H.W., Hopkins, D.M., Karlstrom, T.N,V., Pewe, T.L., Wahrhditig, G „ and Williams, J.R „ "Extent of Glaciations in Alaska", U.S. Geological Survey, Miscellaneous Geological Investi- 9ation Map Iw 15, 1965. Csejtey, B,, Jr,, "Reconnaissance Geologic Investigations in the Tal- keetna Mountains, Alaska", U.S. Geological Survey, _Open File Report 74-147, 1974. Csejtey, B,, Jr., "Tectonic Implications of a Late Paleozoic Volcanic Arc in the Talkeetna Mountains, Southcentral Alaska", Geolo , Volume 4, No. 1, 1976. Csejtey, B „ Jr,, "Reconnaissance Geologic Investigation in the Tal- keetna Mountains, Alaska", U.S. Geological Survey, Open File_ Re ort 74-147, 1974. BIBLIOGRAPHY (Continued) Csejtey, B., Jr., "The Denali Fault of Southern Alaska: The Case for Minor Rather than Major Displacement", Transactions American Geo- physical Union, Volume 61, No. 46, p. 1114. Csejtey, B., Jr., Foster, H.L. and Nokelberg, W.J., "Cretaceous Accre- tion of the Talkeetna Superterrain and Subsequent Development of the Denali Fault in Southcentral and Eastern Alaska", Geological Society of America, Abstracts with Programs, p. 409, 1980. Csejtey, B., Jr., and Miller, R.J., Map and table describing metalli- ferous and selected non -metalliferous mineral deposits, Talkeetna Mountains Quadrangle, Alaska, U.S. Geological Survey, Open File Report 78-588-B, 1978. Csejtey, B., Jr., Nelson, W.H. Jones, D.L., Silberling, N.J. Dean, R.M. Morris, M.S. Lanphere, M.A., Smith, J.G. and Silberman, M.L., "Reconnaissance Geologic Map and Geochronology, Talkeetna Moun- tains Quadrangle, Northern Part of Anchorage Quadrange and South- west Corner of Healy Quadrangle, Alaska", U.S. Geological _Surve ram, Open File Report 78-558A, 1978. Csejtey, B., Jr., Nelson, W.H., Lanphere, M.A., and Turner, D.L., "Trondhjemite in the Talkeetna Mountains, Southcentral Alaska", U.S. Geological Survey, Professional Paper 1150, 1979. Cummins, A.B., and Given, I.A., SME Mining Engineering Handbook, The American Institute of Mining, Metallurgical and Petroleum Engineers, Inc., Volume 1 and 2, 1973. Dames & Moore, Inc., Subsurface Geophysical Exploration - Proposed Watana Damsite on the Susitna River, Alaska, Department of the Array, Contract No. DCAW85-76-C-0004, 1975. Davies, J., and Berg, E., "Crustal Morphology and Plate Tectonics in Southcentral Alaska", Bulletin of the Seismological Society of America, Volume 63, No. ^2, 1975. Deere, D.U., "Technical Description of Rock Cores for Engineering Pur- poses", Rock Mechanics and Engineering Geology, Volume 1, 1963. Deere, D.U., "Geologic Considerations" in Stagg, K.G., and Zienkiewicz, O.C. (eds.), Rock Mechanics in Engi_neeringPractice, John Wiley and Sons, 1968. Deere, D.U., Hendron, A.J., Jr., Patton, F.D., and Cording, E.J., "Design of Surface and Near -Surface Construction in Rock", 8th Symposium on Rock Mechanics, Minnesota, 1966. BIBLIOGRAPHY (Continued) Deere, D.U. and Miller, R.P., "Engineering Classification and Index Properties for Intact Rock", Technical Report No. AFWL-TR-65-116, U.S. Air Force Weapons Laboratory, Kirkland Air Force Base, New Mexico, 1966. Deere, D.U., Monsees, J.E., Peck, R.B., and Schmidt, B., Design of Tun- nel Liners and Su port Systems, University of Illinois, 1969. Detterman, R.L., Plafker, G., Hudson, T., Tysdal, R.G., and Pavoni, N., "Surface Geology and Holocene Breaks Along the Susitna Segment of the Castle Mountain Fault, Alaska", U.S. Geological Survey, Mis- cellaneous Field Studies Map MF-618, 1974. Detterman, R.L., Plafker, G., and Tysdal, R.G., "Geology and Surface Features Along Part of the Talkeetna Segment of the Castle Moun- tain - Caribou Fault System, Alaska", U.S. Geological Survey, Miscellaneous Field Studies Map MF-738, 1976. Ekdale, A.A., "Trace Fossil Evidence for Deep Water Sedimentation in Cretaceous Arc -Trench Gap, Southcentral Alaska" (abs.), American Association of Petroleum Geologists Bulletin, Volume 63, No. 3, 1979. Ferrians, O.J., Jr., "Permafrost Map of Alaska", U.S. Geological Sur- vey, Miscellaneous Geological Investigations Map I-445, Scale 1:250,000, 1965. Ferrians, O.J., Jr. Kachadoorian, R., and Greene, G.W., "Permafrost and Related Engineering Problems in Alaska", U.S. Geological Survey, Professional Paper 678, 1969. Feulner, A.J., "Water -Resources Reconnaissance of a Part of the Matan- uska-Susitna Borough, Alaska", U.S. Geological Survey, H,ydrologic Investigations Atlas No. HA-364, 1971. Forbes, R.B., Smith, T.E., and Turner, T.L., "Comparative Petrology and Structure of the MacLaren, Ruby Ridge and Coast Range Belts: Im- plications for Offset Along the Denali Fault System" (abs.), logical Society of America, Cordilleran Section, 1974. Fuch, W.A., "Tertiary Tectonic History of the Castle Mountain - Caribou Fault System in the Talkeetna Mountains, Alaska", Geological Society of America, Abstract Programs, Volume 11, No. 7, 1979. Gatto, L.W., Merry, C.J., McKim, H.L., and Lawson, D.E., "Environmental Analysis of the Upper Sus i t na River Basin Using Landsat Imagery", CRREL Repo 80-4, 1980. BIBLIOGRAPHY (Continued) Gedney, L., and Shapiro, L., Structural Lineaments, Seismicity, and Geology of the Talkeetna Mountains Area, Alaska, Geophysical In- stitute, University of Alaska, prepared for U.S. Array Corps of Engineers, 1975. Gedney, L., and Van dormer, J.D., "Some Aspects of Active Tectonism in Alaska as seen on ERTS-1 (Earth Resources Technology Satellite--1) Imagery", U.S. National Aeronautics and Space Administration Special Publication 327, 1973. Hamel, L., and Nixon, D., "Excavation of World's Largest Underground Powerhouse", Journal of the Construction Division, ASCE, September 1978. Harris, N.B., Late Tertiary Faults in Southcentral Alaska, (unpublish- ed), Masters Thesis, Stanford University, 1977. Haugen, R.K., Tuinstra, R.L., and Slaughter, C.W., "A Landsat Data Col- lection Platform at Devil Canyon Site, Upper Susitna Basin, Alaska", CRREL Special Report 79-2, AD A068508, 1979. Hendron, A.J., Jr., "Mechanical Properties of Rock", in Stagg, K.G., and Zienkiewicz, 0., (eds.), Rock Mechanics ^ in Engineering Practice, John Wiley and Sons, 1968. Hillhouse, J.W., "Pal eomagnetism of the Triassic Nikolai Greenstone, McCarthy Quadrangle, Alaska", Canadian Journal of Earth Science, Volume 14, pp. 2578-2592, 1977. Hoek, E., and Brown, E.T., Underground Excavations in Rock, Institute of Mining and Metallurgy, London, 1980. Jaeger, C., "Present Trends in the Design of Pressure Tunnels and Shafts for Underground Hydroelectric Power Stations", Proceedings of Institute of Civil Engineers, March, 1955. Jasper, M.W., "Geochemical Investigations Along Highway and Secondary Roads in Southcentral Alaska", Alaska Division of Mines and Minerals, Geochemical Report No. 7, 1966. Johnston, G.H., (ed.), Permafrost Engineering Design and Construction, John Wiley and Sons, 19 1. Jones, D.L., Silberling, N.J., Csejtey, B., Jr., Nelson, W.H., and Bloome, C.D., "Age and Structural Significance of Ophiolite and Adjoining Rocks in the Upper Chulitna District, Southcentral Alaska", U.S. Geological Survey, Professional Paper 1121A, 1980. Jones, D.L., and Silberling, N.J., "Mesozoic Stratigraphy, the Key to Tectonic Analysis of Southern and Central Alaska", U.S. Geological Survey, Open File Report 79-1200, 1979. BIBLIOGRAPHY (Continued) Jones, D.L., Silberling, N.J., and Hillhouse, J., "Wrangellia - A Dis- placed Terrain in Northwestern North America", Canadian Journal of Earth Science, Volume 14, pp. 2565-2577, 1977. Kachadoorian, R., "Geology of the Devil Canyon Damsite, Alaska", U.S. Geological Survey Report to U.S. Bureau of Reclamation, 1958. Kachadoorian, R., "Geology of the Devil Canyon Damsite, Alaska", U.S. Geological Survey, Open File Report 74-40, 1974. Kachadoorian, R., Hopkins, D., and Nichols, D., "Preliminary Report of Geologic Factors Affecting Highway Construction in the Area Be- tween the Susitna and MacLaren Rivers, Alaska", U.S. Geological Surve , Open File Report 54-137, 1954. Kachadoorian, R., and Pewe, T., "Engineering Geology of the Southern Half of the Mt. Hayes A-5 Quadrangle, Alaska", U.S. Geolo cal Survey, Open File Report 55-78, 1955. Kachadoorian, R., and Moore, H. J., "Reconnaissance of the Recent Geo- logy of the Proposed Devil Canyon and Watana Damsites, Susitna River, Alaska", Exhibit D-2, U.S. Army Corps of Engineers Report, 1978. Karlson, R.C., Curtin, G.C., Codey, E. F., and Gormezy, L., "Geochemi- cal Maps of Selected Elements and Results of Spectrographic Analy- ses for Heavy Mineral Concentrates from the Western half of the Talkeetna Mountains Quadrangle, Alaska", U.S. Geological Survey, Open File Report 77--530, 1977. Karlstrom, T.N.V., Quarternary Geology of the Kenai Lowlands and Glac- ial History of the Cook Inlet Region, Alaska", U.S. Geological Survey, Professional Paper 443, 1964. Karlstrom, T.N.V., and others, "Surficial Geology of Alaska", U.S, Geological Survey, Miscellaneous Geological Investigations Ma I-357, 1964. Kaufman, M.A., "Geology and Mineral Deposits of the Denali-MacLaren River Area", Alaska Division, Geological and Geo h sical Surve , Re�_port 4, 1964. Krinitzsky, E.L., "Earthquake Assessment in the Susitna Project, Alaska, U.S. ArTy Waterways Experiment Station, 1978. Lahr, J.C. and Kachadoorian, R., "Preliminary Geological and Seismic Evaluation of the Proposed Devil Canyon and Watana Reservoir Areas, Susitna River, Alaska", Informal Re ort to the U.S. Arm+ Corps of En ineers, 1975. BIBLIOGRAPHY (Continued) Lahr, J.C., Detailed Seismic Investigation of Pacific - North American Plate Interaction in Southern Alaska (unpublished), Ph.D. Dissertion, Columbia University, 1975. Lathram, E.H., and Albert, M.R., "Significance of Space Image Li nears In Alaska", in First International Conference of New Basement Tectonics Proceedings, Salt Lake City, Utah, 1974, Utah Geological Association, Publication 5, 1976. Lathram, E.H. and Reynolds, R.G.H., "Preliminary Space Image Lineament Maps of Alaska", U.S. Geological Survey, Open File Report 76-341, 1976. Maevis, A.C., and Hustrulid, W.A. (eds.), Proceedings - 1979 Ra id Excavation and Tunnelling Conference, Volumes 1 and 2, June 1979. McGee, D.L., and Henning, M.W., "Reconnaissance Geology - Southcentral Talkeetna Mountains, Alaska", Alaska Division of Geological and Geophysical Surveys, Open File Report 103, 1977. Miller, J.M., Belon, A.E., Gedney, L.D., and Shapiro, L.H., "A Look at Alaskan Resources with Landsat Data", International Symposium on Remote Sensing of the Environment, Proceedings 10, Volume 2, 1975. Miller, R.J., Cooley, E.F., O'Leary, R.M., Gormezy, L., Csejtey, B., Jr., Smith, T.E., and Cleveland, M.N., "Analyses of Geochemical Samples from the Talkeetna Mountains Quadrangle, Alaska", U.S. Geological Surve , Open File Re ort 78-1052, 1978. Miller, R. J., Curtin, G.C., and Csejtey, B., Jr., "Map Showing Geo- chemical Distribution and Abundance of Selected Elements in Stream Sediments and Heavy Mineral Concentrates, Talkeetna Mountains Quadrangle, Alaska", U.S. Geological Survey, Open File Report 78-558, 1978. Moavenzadeh, F., and Markow, M.J., "Simulation Model for Tunnel Con- struction Costs", Journal for the Construction Division, ASCE, March 1976. Moffit, F.H., "Headwater Regions of Gulkana and Susitna Rivers, Alaska", U.S. Geological Survey, Bulletin 498, 1912. Moye, D.G., "Rock Mechanics in the Investigation and Construction of T.1. Underground Power Station, Snowy Mountains, Australia", Engineering Geology Case Histories, Number 3, Geological Society of America, 1964. NPAS (North Pacific Aerial Surveys, Inc.), Control Survey Manuscripts for R&M Consultants, 1981. BIBLIOGRAPHY (Continued) Nelson, S.W., and Reed, B.L., "Surficial Geologic Map of the Talkeetna Quadrangle, Alaska", U.S. Geological Survey, Miscellaneous Field_ Studies MF-870J, 1978. Obert, L. , and Duvall, W.I. , Rock Mechanics and the Design of Struc- tures in Rock, John Wiley and Sons, 1967. Packer, D.R., Brogan, G.E., and Stone, D.B., "New Data on Plate Tecton- ics of Alaska", Tectonophysics, Volume 29, pp. 87-102, 1975. Pewe, T.L. (ed.), "INQUA Conference: Guidebook to Central and Southcen- tral Alaska", VII Congress of the International Association for Quaternary Research, 1965. Pewe, T.L., "Quaternary Geology of Alaska", U.S. Geological Surma, Professional Paper 835, 1975. R&M Consultants, Aerial Topographic Map of Devil Canyon Reservoir, Scale 1 inch = 400 feet, 1981. R&M Consultants, Devil Can on Climate Data, Aril 1980 through Jul 1981, 1981. 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BIBLIOGRAPHY (Continued) Richter, D.H., and Mason, N.A., Jr., "Quaternary Faulting in the Eas- tern Alaska Range", Geological Survey of America Bulletin, Volume 82, 1971. - -- Rieger, S., Schoephorster, D.B., and Furbush, C.E., "Exploratory Soil Survey of Alaska", Soil Conservation Service- Report, 1979. Rose, A.W., "Geology of an Area on the Upper Talkeetna River, Talkeetna Mountains Quadrangle, Alaska Division of Geological and Geophysi- cal Surveys, Report 32, 1967. Rosenstrom, S., "Kafue Gorge Hydroelectric Power Project", Water Power, June -July, 1972. Rousseau, F., "Bersimis-Lac Casse Hydroelectric Power Development", The Engineering Journal, April 1956. Sayles, F.H., "Procedure for Estimating Borehole Spacing and Thaw -Water Pumping Requirements for Artificially Thawing the Bedrock Perma- frost in the Watana Damsite", U.S. Army Corps of Engineers Report CRREL , 1979. Shannon & Wilson, Inc., Seismic Refraction Survey, Susitna Hydroelec- tric Project, Watana and Devil Canyon Damsites, 1978. Silberling, N.J., and Jones, D.L., Csejtey, B., Jr., and Nelson, W.H., "Interpretive Bedrock Geologic Map of Part of the Upper Chulitna District, (Healy A-6) Alaska", U.S. Geological Surv_ey,_Open File Report 78-545, 1978. Stagg, K.G., and Zienkiewicz, O.D. (eds.), Rock Mechanics in Engineer- ing Practice, John Wiley and Sons, 1968. Smith, T.E., "Regional Geology of the Susitna-MacLaren River Area", Alaska Division of Geological and Geophysical Surveys, Annual Report, 1974. Smith, T.E., Bundsten, T.K., and Tribble, T.C., "Stratabound Copper - Gold Occurrence, Northern Talkeetna Mountains, Alaska", Alaska Division of Geological and Geophysical__Survey_s, Open File Report 72, 1975. Smith, T.E., and Lanphere, M.A., "Age of the Sedimentation, Plutonism and Regional Metamorphism in the Clearwater Mountains Region of Central Alaska", Isochron West, No. 2, 1971. 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U,S. Bureau of Reclamation, "Laboratory Tests of Foundation Rock Cores from Devil Canyon Damsite, Devil Canyon Project " Alaska", Con- crete Laboratory Report C-933, 1960. VanEysinga, F.W,B „ Geologic Timetable_, 3rd Edition, Elsevier Scientif- ic Publishing Co Pany, Amsterdam, 1975. Van dormer, J.D., Davies, J., and Gedney, L., "Seismicity and Plate Tectonics in Southcentral Alaska", Bulletin of the Seismological Society of America, Volume_64, 1974. Vasilescu, I.S., Bensiger, C.P., and Kwiatkowski, R.W., "Design of Rock Caverns for hydraulic Projects", Underground Rock Chambers, ASCE, 1971. 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BIBLIOGRAPHY (Continued) Woodvrard-Clyde Consultants, Final Report on Seismic Studies for Susitna Hydroelectric Project, 1982. Yould, E., "The Susitna Hydroelectric Project", Northern Engineering, Volume 8, Numbers 3 to A, 1976. Qiv OOl 00 O O h w O ¢ OI F my lry !L S m N s N O O fY1 O O �7 O O lIl O O FO O O h O • o r !` .- O O r C O FO C FO O r- It YFl1 C Z Jo O = = W T J W oV Q1 Ql W p O S N C �.� N O• "O o1 U to W 2 = o x oro Y V O my h o N r' Q� L� �% Z az L L C CY IA V� W z u }s i� L c al o n m ti- ti-v r'd c b� m c 4- � a s Y ..a •r N ro N o ar R N n O L n •- a� y Gj N N N QI V L w r N VJ o r •r'i ro O N +� r lti O o L •r C Y •. O y �O 2 5-. C 3 U Y O b U V L O •r ua 3 N i N n n N _c O lti L b 4- P u 3 Y 4� L I..- _u N •r Rl VI O aw 3 Z N U T.LY b C 4F U E L O o a O N L w O r �J L b V G6 ro s»c v n a•r to J L O P N o o QI L Y ro T=� oYc •r L P U IA L •r •r• } o v o m ?� E n Y O 9 .0 N O QI 3 rn E L VI QI w r N N .0 � w C O L L Fn o Q d' a v-- o Y n�c �•r� ^ o 0 0^ L R +T U zoy N V +-'� N Q)r N Yo a V N L U Y O Ql FO O�•r O O VI W +-+ s rn �o L rn c �e n Y 0 �9 to to �: .0 O c tti �J 3 J O O CJ O �O L EE V O L N L L 0 U O O p W W x oz q'm [T ?�0•r o ,2 r i C V V ry t .r .r }i Y d N al E i +� u o O L N •r i 4- .- E t � a: th } N i6 t N c N L +� o V L C Fn N L N rd L - Ql V ro o o 4 P o H O O L N r 3 O c Y •r n u ro r W a ]. 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U Y] G y o z o x U r e i APPENDIX D WATANA WATER PRESSURE TESTING DETAILS a wW O W 0 x W O O 0 �O N LL)0 V) W o J = �J m W E' J Cl) LL X W J lL Y z W W w W � � fn �V�f/1�/► (D D LY QN V/ U) p. 0 o d a ui W a Q En W J_ It �/�► 0 LL V /, W ® Q a � � N W wLL 0 o V o J Z Q W O O N / I W 3Q \\' > Na W O LD w�0 ago W — J W J xw mN LLO J Q Ld Y _J O cr za nN � O RTT sso 0 o 1� z o z to_ N J W �~ z LL z w w SUMMARY OF WATER PRESSURE TES1 RESULTS Borehole Number RH-1 Location Watana Ground Surface Elevation _ 2049.7 ft- Static Water Level 1993.3 ft Dip of Hole 700 Stickup 7.1 ft. Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability (feet) (feet) (psi)__ (min) (gpm) (cm/sec) 22.6 32.6 13 5 0.22 1.65 x 10-5 30.0 40.0 18-20 6 0.10 5.65 x 10-6 40.0 50.0 30--31 8 0.12 4.75 x 10-6 50.0 60.0 28 3 0.0 0.0 60.0 70.0 35-36 9 0.45 1.36 x 10-5 70.0 80.0 39 2 1.05 3.01 x 10-5 80.0 91.1 45--46 8 5.4 1.41 x 10-4 90.0 101.1 48-50 6 9.03 2.25 x 10-4 100.0 111.1 53 6 >10 >2.36 x 10-4 110.0 121.1 60-63 8 0.48 1.02 x 10-5 120.0 131.1 62-64 6 0.43 9.06 x 10-6 130.0 141.1 69-73 8 0.90 1.74 x 10-5 140.0 151.1 72 8 1.5 2.87 x 10-5 10-4 150.0 161.1 76 6 >10 >1.84 x >1.75 -4 10 160.0 171.1 81 6 >10 x 171.1 200.0 No Test * 200.0 211.0 98-99 4 6.0 9.08 x 10-5 210.0 221.0 105 10 7.1 1.02 x 10-4 220.0 231.0 109-114 5 3.80 5.21 x 10-5 230.0 241.0 112-115 6 1.41 1.90 x 10-5 235.0 246.0 118-119 6 1.30 1.69 x 10-5 250.0 261.0 120-122 6 1.35 1.73_ x 10�5 260.0 271.0 No Test 270.0 281.0 133-138 10 2.0 2.34' x 10-5 * Packers did not completely seal. 6H-1 (continued) Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability (feet) (feet) (psi_) (min) (gpm) (cm/sec) 279.0 290.0 140-142 6 1.25 1.42 x 10-5 180.0 300.0 90 8 3.0 6.84 x 10-6 200.0 300.0 100 8 2.3 5.64 x 10-6 220.0 300.0 110 8 2.15 5.91 x 10-6 240.0 300.0 120 8 2.3 7.63 x 10-6 260.0 300.0 130 8 2.2 9.43 x 10 6 280.0 300.0 138 8 2.3 1.65 x 10-5 NOTE: Section 180 ft to 300 ft depth, tests performed using single packer only. SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-2 Location Watana Ground Surface Elevation 1838.8 feet Static Water Level 1768.8 feet Dip of Hole 550 Stickup 0 feet Depth Tested Gauge Duration Flow Coefficient of From To Pressure of Test Rate Permeability (feet) (feet) (psi) (minutes) ( m) (cm/sec) 23.9 40 20 20 .32 1.44 x 10_5 38.9 55 26 10 .18 5.96 x 10_6 53.9 70 30 20 .42 to 2.5 1.14 x 10-5to 6.8 x 10-5 SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number Location Watana Ground Surface Elevation 2150.7 ft, Static Water Level 2150.7 ft. Dip of Hole 550 Stickup 4.6 ft. Depth_Tested Gauge Duration Coefficient of Pressure of Test Flow Rate Permeability From To (feet) (feet) (psi) (min) (- Pm) ) (cm/sec) 34 45 19-20 8 0.07 6.21 x 10-6 40 51 23 5 0.17 1.30 x 10-5 50 61 27 4 0.20 1,32 x 10-5 60 71 31 4 0.02 1.16 x 10-6 70 81 35 5 3.10 1.60 x 10-4 * 80 91 39 2 2.90 1.35 x 10-4 90 101 43 5 0.06 2.54 x 10-6 100 ill 47-49 5 0.08 3.05 x 10-6 *110 121 No Test 120 -131 54 10 0.32 1.09 x 10-5 130 141 58 9 0.29 9.23 x 10-6 140 151 64 9 0.03 9.53 x 10-7 150 161 67 11 0.05 1.38 x 10-6 160 171 72 11 0.03 8.00 x 10-7 170 181 76 10 0.08 1.92 x 10-6 180 191 80 16 0.07 1.63 x 10-6 190 201 84 12 0.04 8.87 x 10-7 200 211 88 12 0.04 8.65 x 10-7 210 221 92 10 0.06 1.21 x 10-6 220 231 96 8 0.06 1.16 x 10-6 230 241 100 8 0.20 3.74 x 10�6 240 251 104 10 0.48 8,63 10`6 250 261 108 10 0,17 2.95 x 10-6 *Packers did not completely seal. SH-3 (continued) Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability feet (feet (psi) (min) (gpm) (cm/sec) _ 260 271 112 8 0.16 2.66 x 10-6 270 281 117 12 0.25 4.01 x 10-6 280 291 121 8 0.15 2.33 x 10-6 290 301 125 8 0.17 2.54 x 10-6 6 300 311 129 8 0.12 1.75 x 10- 310 321 133 6 0.16 2.26 x 10-6 320 331 137 6 0.22 3.02 x 10-6 330 341 141 6 0.22 2.93 x 10-6 340 351 145 6 0.36 4.67 x 10-6 350 361 149 6 0.46 5.81 x 10-6 360 371 153 6 0.70 8,61 x 10-6 370 381 158 8 0.82 9.78 x 10-6 380 391 162 5 0.40 4.65 x 10-6 390 401 166 5 0.47 5.34 x 10-6 400 411 170 5 0.98 1.09 x 10-5 410 421 150 4 1.02 1.28 x 10-5 420 431 178 5 2.8 2.97 x 10-5 430 441 162 5 1.0 1.16 x 10-5 440 451 187 12 2.2 2.22 x 10-5 450 461 193 12 1.8 1.76 x 10-5 460 471 195 6 2.2 2.13 x 10-5 471 520 No Test 520 531 215 8 0.59 5.19 x 10-6 *530 541 190-200 6 3.22 3.12 x 10-5 *540 551 100 8 0.95 1.78 x 10-5 *550 561 180 10 0.59 6.18 x 10-6 560 571 235 8 0.41 3•29 x 10-6 570 581 240 8 0.22 1.73 x 10-6 580 591 200-210 10 6.07 5.59 x 10-5 *590 601 200 10 6.87 6.49 x 10-5 600 611 224 10 0.09 7.60 x 10-5 610 620 200 10 0.41 3.87 x 10-6 *Packers did not completely seal. BH-3 (continued) Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability (feet} (feet} si) (min) m(gp ) - (cm/sec 620 631 220 10 0.15 1.29 x 10-6 *630 641 210 6 1.53 1.38 x 10-5 640 651 240-250 8 5.05 3.90 x 10-5 *650 661 220-235 8 3.63 3.02 x 10-5 660 671 200-245 10 0.47 3.90 x 10-6 670 681 200 10 0.61 5.76 x 10-6 680 691 200 12 0.94 8.88 x 10-6 690 701 220 10 0.23 1.98 x 10-6 700 711 225 8 0.24 2.02 x 10-6 710 721 225 8 0.24 2.02 x 10-6 720 731 230 8 0.23 1.89 x 10-6 730 741 235 8 0.24 1.93 x 10-6 740 751 240 6 0.25 1.97 x 10-6 750 761 240 8 0.25 1.97 x 10-6 760 77) 245 6 0.24 1.85 x 10-6 770 781 250 8 2.35 1.78 x 10_5 780 781 250 6 2.50 1.89 x 10 790 801 250 8 2.23 1.69 x 10-5 800 811 250 6 1.42 1.07 x 10-5 810 821 250 8 1.60 1.21 x 10_5 820 831 240 6 4.17 3.29 x 10 830 841 245 8 1.29 9.96 x 10-6 840 851 250 8 0.61 4.62 x 10 850 861 160-165 8 0.57 6.63 x 10 -6 860 871 160 8 0.89 1.05 x 10-5 870 881 210 10 0.98 8.82 x 10 880 891 235-245 8 2.80 2.21 x 105 890 955 235-240 8 2.45 4.61 x 10 - 900 955 240-245 8 '2.45 5.31 x 10 911 955 240-250 8 2.00 5.05 _6 x 10 922 955 240-250 8 2.03 6.51 x 10 933 955 240-250 10 2.11 9.41 x 10- 6 944 955 235-250 8 2.30 1.85 x 10-5 *Packers did not completely seal SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-4 Location Watana Ground Surface Elevation 21_87.8 ft. Static Water Levell687.8' Dip of Hole 580 Stick-up___P.O ft. Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability (feet) feet) (psi) (min) (9pm) (cm/sec) 40 51 22 8 0.06 2.96 x 10-6 50 61 26 6 0.9 3.60 x 10-5 60 71 30-40 10 0.02 6.73 x 10-7 70 81 35 6 0.09 3.03 x 10-6 80 91 40 6 0.11 3.40 x 10-6 90 101 43 5 0.06 1.77 x 10-6 100 ill 47 5 0.10 2.78 x 10-6 110 121 52 6 0.10 2.59 x 10-6 120 131 56 6 0.05 1.23 x 10_6 130 141 60 5 0.23 5.37 x 10-6 140 151 64 5 0.10 2.23 x 10-6 150 161 69 5 0.05 1.05 x 10-6 160 171 73 5 0.05 1.01 x 10-6 170 181 77 5 0.06 1.16 x 10-6 180 191 81 5 0.15 2.79 x 10-6 190 201 86 5 0.16 2.83 x 10-6 200 211 90 5 0.55 9.40 x 10 210 221 94 5 0.65 1.07 x 10 220 231 98 7 0.86 1.37 x 10- 5 230 241 102 5 4.5 6.94 x 10-5 *240 to 260 No Test 260 271 115 7 1.3 1.81 x 10.5 270 281 119 5 1.7 2.31 x 10 280 291 124 8 0.97 1.27 x 10-5 *Packers did not completely seal aH-4 (continued) Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability (feet) (feet)(psi) (min) (gpm) (cm/sec) 290 301 128 6 1.6 2.04 x 10-5 300 311 132 6 1.8 2.23 x 10-5 310 321 136 6 1.2 1.45 x 10-5 320 331 140 8 0.21 2.48 x 10-6 330 341 145 6 0.80 9.16 x 10-6 340 351 150 6 0.92 1.02 x 10-5 350 361 153 6 0.14 1.53 x 10-6 360 371 158 6 0.08 8.49 x 10-7 370 381 162 6 0.83 8.62 x 10-6 380 391 165 6 0.68 6.95 x 10-6 390 401 170 6 0.77 7.66 x 10-6 400 411 175 6 0.32 3.10 x 10-6 410 421 179 6 0.24 2.28 x 10-6 420 431 183 7 0.18 1.68 x 10-6 430 441 188 9 0.19 1.73 x 10-6 440 451 192 6 0.18 1.61 x 10-6 450 461 196 6 0.17 1.49 x 10-6 460 471 200 6 0.21 1.81 x 10r6 470 481 204 6 0.48 4.06 x 10-6 480 491 209 6 1.1 9.10 x lo-6 490 501 213 6 0.81 6.58 x 10-6 500 511 217 4 0.70 5.59 x 10r6 510 521 220 7 0.90 7.10 x 10-6 520 531 225 6 1.0 7.73 x 10-6 530 541 230 6 0.52 3.94 x 10-6 540 551 234 6 0.83 6.19 x 10-6 550 561 240 6 2.1 1.53 x 10-5 560 571 245 6 0.80 5.72 x 10-6 570 581 250 6 0.92 6.47 x 10-6 580 591 250 6 0.55 3.87 x 10-6 590 601 250 6 0.70 4.92 x 10-6 600 611 250 6 0.75 5.27 x 10-6 SH-4 (continued) Depth Tested Gauge Duration of Coefficient of From To Pressure Test Flow Rate Permeability (feet (feet} (psi) (min) m(9p ) (cm/sec) 610 621 250 6 0.90 6.32 x 10-6 620 631 250 6 0.73 5,13 x 10-6 630 641 250 6 0.97 6.82 x 10-6 640 651 250 6 1.1 7.73 x 10-6 650 661 250 5 0.84 5,90 x 10-6 660 671 250 5 1.4 9.86 x 10"6 670 681 250 6 2.9 2.04 x 10-5 680 691 250 6 1.4 9.84 x 10-6 690 701 250 6 0,97 6.82 x 10-6 700 711 250 6 0,83 5.83 x 10-6 710 720 250 6 1.0 7.03 x 10_6, 720 731 250 6 0.95 6.68 x 10-6 730 741 250 6 0.73 5.13 x 10-6 740 751 250 5 0.80 6.62 x 10-6 750 761 250 5 1.5 1.05 x 10-5 760 771 250 5 0.90 6.32 x 10-6 770 781 250 5 0.92 6.47 x 10-6 780 791 250 5 0.92 6.47 x 10-6 790 801 250 5 1.1 7.73 x 10-6 800 811 250 5 0.82 5.76 x 10-6 810 821 250 5 0.84 5.90 x 10-6 820 831 250 5 0.70 4.92 x 10-6 *830 841 250 5 3.8 2.67 x 10-5 *840 851 250 5 2.6 1.83 x 10-5 850 861 250 6 1.1 7.73 x 10-6 860 871 250 5 1.1 7.73 x 10-6 870 881 250 5 1.5 1.05 x 10-5 880 891 250 5 1.5 1.05 x 10-5 890 901 250 5 1.0 7.03 x 10-6 900 911 250 5 1.0 7.03 x 10-6 910 921 250 5 1.0 7.03 x 10-6 920 931 250 5 0.92 6.47 x 10-6 *930 941 250 5 2.4 1.69 x 10-5 940 951 250 6 1.0 7.03 x 10-6 *Packers did not completely seal SUMMARY OF WATER PRESSURE TEST RESULTS Borehole dumber BH-6 Location Watana Ground Surface Elevation 1608.8 ft Static dater Level 1461.8 ft. Dip of Hole 60' Stickup 2.5 - 5.5 ft. Depth Tested Gauge Duration Average Coefficient of From To Stick-up Pressure of Test Flow Rate Permeability/ (feet) (feet) feet) (psi) (min) (g m� ) (cm/sec 33.9 50 2.5 16 to 18 10 11 4.59 x 10-4 48.9 65 5.5 22 to 24 10 10.8 3.27 x 10-4 63.9 80 2.5 28 to 30 10 6.4 to 8.0 1.5x1O-4 to 1.98x10-4 78.9 95 5.5 35 to 36 10 2.4 4.81 x 10-5 43.9 110 2.5 41 to 44 10 2.2 3.80 x 10 108.9 125 5.5 48 to 50 10 2.9 .4.30 x 10_5 123.9 140 2.5 54 to 58 10 4.4 5.84 x 10 138.9 155 5.5 61 to 62 10 3.7 4.40 x 10_5 153.9 170 2.5 66 to 68 10 4.3 4.72 x lO 168.9 185 5.5 76 to 78 10 4.0 3.95 x 10-5 183.9 200 2.5 82 to 88 10 1.3 1.23 x 10 198.9 215 5.5 92 to 98 15 1.7 1.49 x 10-5 213.9 230 2.5 98 to 104 10 1.4 1.19 x 10 228.9 245 5.5 108 15 1.75 1.42 x 10^6 243.9 260 2.5 114 25 1.0 7.91 x 10 258.9 275 5.5 125 25 1.2 8.88 x 10 6 273.9 290 2.5 125 45 1.2 8.94 x 10 288.9 305 5.5 130 145 .51 3.90 x 10_5 303.9 320 2.5 140 25 4.9 3.38 x 10 318.9 335 5.5 140 10 6.2 4.25 x 10_5 BIB - 6 (continued) -Depth Tes,tec Gauge Duration Average Coefficient of From To Stick-up Pressure of Test Flow Rate Permeability (feet) (feet) (feet) (psi) _ (min) (gpm) _ (cm/sec) 333.9 350 2.5 200 10 10 to 30 5.34x10-5to 1.60x10 348.9 365 5.5 200 50 .31 to 14.7 1.65x10-6to 7.81x10-5 363.9 380 2.5 204 10 15 to 30 7.89x10-5to 1.58x10-I 378.9 395 5.5 202 10 15 to 30 7.91x10-5to 1.58x10-4 393.9 410 2.5 204 10 6.6 3.47x10-5 408.9 425 5.5 202 10 3.75 1.98x10-5 423.9 440 2.5 202 10 5.7 3.02x10-5 { 438.9 455 5.5 200 15 11 to 30 5.85x10-5to 1.59x10-�' 453.9 470 2.5 200 10 11 to 30 5.88x10-5to 1.60x10-4 468.9 485 5.5 202 15 11 to 30 5.80x10-5to 1.58x10-I. 483.9 500 2.5 200 10 11 to 30 5.88x10-5to 1.60x10-4. 498.9 515 5.5 202 15 7.8 4.12 x 10-5 513.9 530 2.5 204 15 7.5 3.95 x 10-5 528.9 545 5.5 195 15 5.2 2.82 x 10_5 243.9 560 2.5 205 10 3.8 1.99 x 10-5 558.9 575 5.5 200 15 1.45 7.71 x 10-6 573.9 590 2.5 195 10 5.2 2.83 x 10-5 588.9 605 5.5 200 15 8.6 4.57 x 10 5 � 603.9 520 2.5 205 10 2.95 1.55 x 10-5 618.9 635 5.5 203 10 3.35 1.76x10-5 633.9 650 2.5 198 20 .55 2.96x10_6 SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-8 Location Watana Ground Surface Elevation Static plater Level Dip of Hole 60' Stickup 1.2 to 6.2 ft. 1979.7 ft. 1804.7 Depth Tested Gauge Duration Flow Coefficient of From To Stick-up Pressure of Test Rate Permeability (feet) (feet) (feet) ( si (min) (.gp.%.) .(cm/sec) 31.9 48 1.2 20 13 4.55 1.81x10-4 46.9 63 6.2 25 20 2.1 6.15x1O-5 61.9 78 1.2 31 5 .34 8.33x10-6 76.9 93 6.2 38 10 4.0 7.80x10-5 91.9 108 1.2 45 15 6.2 1.06xlO-4 106.9 123 6.2 51 20 3.2 4.67x10-5 121.9 138 1.2 57 10 0.8 1.06x10-5 136.9 153 6.2 64 5 3.2 3.74x10_5 151.9 168 1.2 70 9 6.6 7.15x10 166.9 183 6.2 77 10 3.0 2.92x10_5 181.9 198 1.2 84 10 0.38 3.45x10 196.9 213 6.2 90 10 1.2 1.OlxlO^5 211.9 228 1.2 97 8 2.15 1.75x10 226.9 243 6.2 104 8 3a7 2.87x10-5 241.9 258 1.2 110 6 10.3 7.82x10 256.9 273 6.2 116 5 7.5 5.45x10_5 271.9 288 1.2 50 6 7,O 7.84x10 286.9 305 6.2 50 7 3.85 4.24x10-5 301.9 318 1.2 50 6 2.95 3.30x10 316.9 333 6.2 142 5 7.8 5.00x10-5 331.9 348 1.2 149 5 7.3 4.58x10 8H-8 (Continued) _ Depth Tested Gauge Duration Flaw Coefficient of From To Stick-up Pressure of Test Rate Permeability (feet) (feet) (feet) (psi) (min) (gpm) (cm/sec) 346.1 363 6.2 155 6 2.45 1.48x10-5 361.9 378 1.2 162 5 2.75 1.63x10-5 376.9 393 6.2 150 35 12.7 7.86x10-5 391.9 428 1.2 110 40 10.9 8.27x10-5 406.9 423 6.2 50 5 1.7 1.87x10-5 421.9 438 1.2 188 6 .4 MUM 436.9 453 6.2 195 5 2.4 1.24x10-6 451.9 468 1.2 200 8 .36 1.84x10-6 466.9 483 6.2 200 6 ,54 2.74x10-6 481.9 498 1.2 200 7 .54 2.76x10-6 496.9 513 6.2 200 7 .60 3.05x10-6 511.9 528 1.2 200 5 .55 2.81x10-6 526.9 543 6.2 200 5 .96 4.87x10-6 541.9 558 1.2 200 6 .85 4.35x]0-6 556.9 573 6.2 200 6 2.76 3.86x10-6 571.9 588 1.2 200 7 2.05 1.05x10-5 586.9 603 6.2 200 6 .85 4.32x10-6 601.9 618 1.2 200 7 2.8 1.43x10-5 616.9 633 6.2 200 6 .75 3.81x10-6 631.9 648 1.2 200 6 .82 4.20x10-6 646.9 663 6.2 225 8 1.60 7.46x10-6 661.9 708 1.2 200 6 .80 4.09x10-6 676.9 723 6.2 200 7 1.1 5.59x10-6 691.9 738 1.2 200 6 1.08 5.53x]0-6 706.9 6.2 200 6 1.2 6.09x10-6 721.9 1.2 200 12 1.0 5.12x10-6 SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-12 Location Watana Ground Surface Elevation 1975.7 ft. Static Water Level 1 M.3 ft. Dip of Hole 360 T- Stickup 7.1 ft. Depth Tested Gauge Duration From To Pressure of Test Floor Rate (feet) (feet) (psi) (min) (gpm) 30.0 41.0 10 10 3.10 30.0 41.0 8-10 10 3.00 40.0 51.0 14 10 6.35 50.0 61.0 15 6 2.91 60.0 71.0 20 8 0.07 70.0 81.0 22 10 0.036 80.0 91.0 27 10 0.18 90.0 101.0 30 8 0.45 * 100.0 111.0 30 3 0.82 * 105.0 116.0 30 4 0.99 110.0 121.0 35 10 0.30 120,0 131.0 38-40 10 0.32 130.0 141.0 42 10 0.53 140.0 151.0 44 12 0.19 150.0 161.0 48-49 12 0.60 160.0 171.0 51 6 0.17 170.0 181.0 54 6 0.05 180.0 191.0 58 6 0.02 190.0 201.0 60 6 0.10 200.0 211.0 65-66 6 0.39 210.0 221.0 70-71 10 1.67 220.0 231.0 71 6 0.30 * 230.0 241.0 No Test Coefficient of Permeability (cm/sec) 4.52 x 10-4 4.73 x 10-4 7.08 x 10r4 3.07 x 10-4 5.78 x 10-6 2.73 x 10-6 1.14 x 10-5 2.59 x 10-5 4.72 x 10-5 5.70 x 10-5 1.50 x 10-5 1,42 x 10-5 2.24 x 10-5 7.70 x 10-6 2.22 x 10-5 6.00 x 10-6 1.67 x 10-6 6.29 x 10-7 3.02 x 10-6 1.08 x 10-5 4.30 x 10-5 7.72 x 10-6 * Packers did not completely seal BH - 12 (continued) i Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability (feet) (feet) (psi) (min) (gpm) (cm/sec) € 235.0 246.0 73-74 6 0.21 5.27 x 10-6 i 240.0 251.0 77 6 0.18 4.29 x 10-6 250.0 261.0 80-82 6 2.54 5.76 x 10-5 * 260.0 271.0 84-85 11 0.70 1.52 x 10-5 270.0 281.0 88-92 8 2.45 5.02 x 10-5 275.0 286.0 86-90 11 2.12 4.40 x 10-5 * 286,0 289.0 No Test 289.0 300.0 91-92 11 2.02 4.07 x -5 10 299.0 310.0 92-98 10 1.00 1.94 x 10-5 309.0 320.0 98-103 12 0.90 1.64 x 10-5 I * 310.0 321.0 98-99 310.0 321.0 98-99 10 0.89 1.67 x 10-5 * 321.0 324.0 No Test 324.0 335.0 104-108 10 4.75 8.62 x 10-5 329.0 350.0 No Test 349.0 360.0 110 6 0.56 9.45 x 10-6 359.0 370.0 114-116 8 1.05 1.70 x 10-5 369.0 380.0 117-119 10 0.76 1.20 x 10-5 380.0 391.0 120-122 10 0.79 1.21 x 10-5 390.0 401.0 126-128 8 1.48 2.17 x 10-5 j 400.0 411.0 128-132 10 1.77 2.54 x 10-5 410.0 421.0 132-134 10 0.66 9.25 x 10-6 420.0 431.0 134-136 8 0.84 1.16 x 10-5 430.0 441.0 136-140 10 0.74 1.00 x 10-5 440.0 451.0 140 10 0.89 1.19 x 10-5 450.0 461.0 144 8 0.91 1.18 x 10-5 460.0 700.0 Hole Caving, Redrilled and Tested From Bottom Up 700.0 711.0 ?22-226 10 0.75 6.30 x 10-6 710.0 721.0 226-228 6 0.75 6.22 x 10_6 j 720.0 731.0 232-236 8 0.81 6.52 x 10 ! 730.0 .741.0 230-234 6 0.80 6.49 x 10-6 i 740.0 751.0 234 8 0.77 6.20 x 10-6 750.0 761.0 238-244 8 1.59 1.24 x 105 *Packers did not completely seal. BH - 12 (continued) Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability (feet) (feet)(psi) (min) (gpm) (cm/sec) 760.0 771.0 240-246 10 1.27 9.84 x 10-6 770.0 781.0 242-250 14 2.25 1.72 x 10-5 780.0 791.0 250-256 10 2.10 1.56 x 10-5 APPENDIX E DEVIL CANYON WATER PRESSURE TESTING DETAILS LJ L GU W o- CilU � 7 U) 00 0U O U) LN x � N LLI J 0 Lel lX r J4L Y z tii W w D n U+ w o wZ)ib W N (ten a0o J W m7 r W J w Q LL U) z ® Q - a of N W W M 0 LL 8, a i �� W LL� V � (r N S N n v,wo 0 woo a (D 0 w ED LLI J W LL) U) m U) of L OI F LLLJ J � U s za O (jr) O 4� A 1 0 0 0 Z _O z E O N S w F F z EL z w w J F U) SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-1 Location Devil Canyon Ground Surface Elevation 1413.7 ft. Static Water Level 1221.7 ft. Dip of Hole 670 Stickup 3 to 8 ft. Depth Tested Gauge Duration From To Stickup Pressure of Test Flow Rate (feet) (feet) (feet) (psi) (min (gpm)-, 38.9 55 8 20 11 .72 53.9 70 3 30 10 4.06 68.9 85 8 40 10 6.18 83.9 100 3 45 10 .78 98.9 115 8 55 10 5.17 113.9 130 3 60 46 .90 to 5.40 128.9 145 8 70 21 .77 143.9 160 3 75 14 .83 158.9 175 8 85 11 1.05 173.9 190 3 90 10 .06 188.9 205 8 100 10 2.16 203.9 220 3 105 10 2.19 218.9 285 8 115 10 0'.84 233.9 250 3 120 10 2.70 248.9 265 8 130 10 5.37 263.9 280 3 135 10 .25 278.9 295 8 145 10 3.63 292.9 310 3 150 10 2.05 308.9 325 8 160 10 1.24 323.9 390 3 165 10 .42 338.9 355 8' 170 10 1.48 252.9 370 3 180 10 1.61 368.9 385 8 190 10 2.15 383.9 400 3 195 10 .26 Coefficient of Permeability (cm/sec) 2.34 X 10-5 1.03 X 10-4 1.18 X 10-4 1.33 X 10-5 7.23 X 10-5 1.16 X 10-5 to 6.95 X 10-5 8.50 X 10-6 8.57 X 10-6 9,58 X 10-6 5.18 X 10-7 1.68 X 10-5 1.63 X 10-5 5.89 X 10-6 1.87 X 10-5 3.50 X 10-5 1.61 X 10-6 2.22 X 10-5 1.24 X 10-5 7.11 X 10-6 2.38 X 10-6 8.15 X 10-6 8.61 X 10-6 1.10 X 10-5 1.32 X 10-6 BH-1 (Continued) Depth Tested Gauge Duration Coefficient of From To Stickup Pressure of Test Flow Rate Permeability (feet) (feet) (feet) (psi) (min) (gpm) (cm/sec) 398.9 415 8 200 10 .40 1.97 X 10-6 413.9 430 3 200 10 1.98 9.84 X 10-6 428.9 445 8 200 10 .29 1.43 X 10-6 443.9 460 3 200 10 1.15 5.72 X 10-6 458.9 475 8 200 10 5.08 2.50 X 10-5 473.9 490 3 200 10 7.21 3.58 X 10-5 488.9 505 8 200 10 2.34 1.15 X 10-5 503.9 420 3 200 10 1.48 7.35 X 10-6 518.9 535 8 200 10 4.2 2.07 X 10-5 533.9 550 3 200 10 .39 1.94 X 10-6 548.9 565 8 200 10 4.51 2.22 X 10-5 563.9 580 3 200 10 3.72 1.85 X 10-5 578.9 595 8 200 10 3.9 1.92 X 10-5 593.9 610 3 200 10 9.7 4.82 X 10-5 608.9 625 8 150 13 2.58 1.54 X 10-5 622.9 639 3 130 18 1.20 7.91 X 10-6 638.9 655 8 130 11 1.63 4.11 X 10-6 653.9 670 3 200 10 7.4 3.68 X 10-5 668.9 685 8 130 11 1.03 6.72 X 10-6 683.9 700 3 150 25 .45 2.71 X 10-6 698.9 715 8 150 19 .69 4.12 X 10-6 713.9 730 3 150 13 .23 1.39 X 10-6 728.9 745' 8 150 14 .78 4.66 X 10-6 SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-2 Location Devil Canyon Ground Surface Elevation 1213.4 ft. Static Water Level 1208.4 ft. Dip of Hole 60' Stickup 2 to 7 ft. Depth Tested Gauge Duration Coefficient of From To Stickup Pressure of Test Flow Rate Permeability If et) (reet) : (feet) (psi) (min) (gpm) (cm/sec) 13.9 30 7 12 10 .72 5.92 x 10W5 28.9 45 2 18 10 1.1 7.39 x 10-5 43.9 60 7 22 10 4.0 2.08 x 10-4 58.9 75 2 25 10 1.16 5.85 x 10-5 73.9 90 7 35 10 .15 5.27 x 10-6 88.9 105 2 42 12 .67 2.10 x lO^5 103.9 120 7 50 10 .31 7.94 x 10-6 118.9 135 2 65 10 .25 6.09 x 10-6 133.9 150 7 70 10 2.92 5.88 x 10-5 148.9 165 2 82 10 1.27 2.46 x 10-5 163.9 180 7 85 10 .35 5.67 x 1Q_6 178.9 195 2 100 10 .15 2.41 x 10 193.9 210 7 105 10 .49 6.58 x 10-6 208.9 225 2 110 10 .46 6.02 x 10-6 223.9 240 7 115 10 .37 ` 4.54 x 10-6 238.9 255 2 125 10 .08 9.58 x 10-7 253.9 270 7 130 10 .21 2.28 x 16-6 268.9 285 2 100 32 .68 to 3.1 -5 7.22x1Qrto3.29x10 283.9 300 7 145 10 .99 1.33 x 10-5 298.9 315 2 155 10 .21 2.01 x 10 313.9 33O 7 160 10 .25 2,21 x 10r6 328.9 345 2 170 10 .36 3.12 x 10-6 343.9 360 7 175 10 .26 2.10 x 1Q 358.9 375 2 185 10 .71 5.64 x 10_6 373.9 390 7 190 10 .60 4.46 x 10 BH-2 (Continued) Depth h Tested From To Stickup Lfeet) (feet) (feet) 388.9 405 2. 403.9 420 7 418.9 435 2 433.9 450 7 Gauge Duration Flow Coefficient of Pressure of Test Rate Permeability (psi) (min) (gpm) (cm/sec) 190 10 .38 2.78 x 10-6 200 10 .62 4.27 x 10-6 200 10 .36 2.51 x 10-6 200 10 .61 4.20 x 10-6 SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-3 Location Devil Canyon Ground Surface Elevation 1398.0 ft. Static Water Level dry hole Dip of Hole 320 Stickup 7.1 ft. Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability Feet Feet`(psi) (min) (gpm) (cm/sec) 20.0 31.0 18 10 1.35 9.5 x 10-5 30.0 41.0 22 8 0.71 4.1 x 10-5 40.0 51.0 12 8 0.36 2.7 x 10-5 50.0 61.0 16-22 8 4.4 2.6 x 10-4 60.0 71.0 22 8 0.72 3.4 x 10-5 70.0 81.0 20-22 12 0.71 3.3 x 10-5 80.0 91.0 25 10 0.98 3.9 x 10-5 90.0 101.0 28-29 8 0.32 1.1 x 10-5 100.0 111.0 30 12 0.28 9.3 x 10-6 110.0 121.0 30 2 11.0 3.5 x 10-4 120.0 131.0 35 8 2.4 6.8 x 10-5 130.0 141.0 38 8 1.1 2.9 x 10-5 140.0 151.0 41-46 6 11.0 2.6 x 10-4 150.0 161.0 45-46 6 3.4 7.7 x 10-5 160.0 171.0 46 2 11.0 2.4 x 10-4 170.0 181.0 48 6 2.45 5.1 x 10-5 180.0 191.0 52 10 5.6 1.1 x 10-4 190.0 201.0 54 12 4.6 8.6 x 10-5 200.0 211.0 60 20 2.2 3.8 x 10-5 210.0 221.0 60 4 11.0 1.9 x 10-4 220.0 231.0 64 10 0.80 1.3 x 10-5 230.0 241.0 65 20 2.3 3.6 x 10-5 240.0 251.0 68-77 14 0.58 8.4 x 10-6 250.0 261.1 72-74 4 11.0 1.6 x 10-4 BH-3 (Continued) Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability (Feet) (Feet) (psi) (min) (gpm) (cm/sec) 260.0 271.0 72-75 8 5.6 7.8 x 10-5 270.0 281.1 77 6 11.0 1.5 x 10-4 280.0 291.1 79-80 6 5.3 6.8 x 10-5 290.0 301.1 83 8 8.9 1.1 x 10-4 300.0 311.1 86 8 5.7 6.8 x 10-5 310.0 321.1 88-90 7 1.1 1.3 x 10-5 320.0 331.1 80-91 8 8.7 1.0 x 10-4 330.0* 341.1 92-94 7 11.0 1.2 x 10-4 340.0* 351.1 96-97 6 11.0 1.2 x 10-4 350.0* 361.1 100 6 11.0 1.1 x 10-4 360.0 371.1 100-102 8 8.2 8.3 x 10-5 370.0* 381.1 105 8 11.0 1.1 x 10-4 380.0* 390.7 108 9 11.0 1.1 x 10-4 SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-4 Location Devil Canyon Ground Surface Elevation 1352.6 ft Static Water Level 1321.6 ft Dip of Hole 600 Stickup 1 to 6 ft Depth Tested _ Gauge Duration Coefficient of From To Stickup Pressure of Test Flow Rate Permeability (feet) (feet) (feet) (psi) (min) (gpm) (cm/sec) 13.9 30 1 10 10 .046 3.48 X 10-6 28.9 45 6 15 10 .252 1.15 X 10_6 43.9 60 1 20 10 .247 1.03 X 10-5 58.9 75 6 24 10 .039 1.38 X 10-6 78.9 90 1 34 12 3.21 9.48 X 10�5 88.9 105 UNABLE TO SEAT PACKERS 108.9 125 14 50 10 .26 5.29 X 1O_ 118.9 135 6 55 10 3.75 7.46 X 5 10-5 123.9 140 1 56 10 4.24 8.58 X 10-5 138.9 155 UNABLE TO SEAT PACKERS 148.9 165 6 70 10 .052 8.54 X 10�5 153.9 170 1 50 10 1.042 2.31 X 10-5 163.9 180 1 80 10 .622 9.37 X 10-6 178.9 195 6 85 10 .041 5.74 X 10-7 193.9 210 1 95 10 .034 4.41 X 10-7 208.9 225 6 100 10 .02 2.44 X 10�7 223.9 240 1 105 10 .029 3.45 X 10-7 238.9 255 6 115 10 .048 5.18 X 10-7 253.9 270 1 125 10 .034 3.46 X 10^7 208.9 205 6 130 10 .036 3.48 X 10-7 283.9 300 1 140 10 .028 2.57 X 10-7 298.9 315 6 145 10 .105 9.22 X 10�7 313.9 330 1 150 10 .033 2.85 X 10r7 328.9 345 6 160 12 .423 3.40 X 10 8H-4 (Continued) Depth Test,ec--_ Gauge Duration Coefficient of From To Stickup Pressure of Test Flow Rate Permeability (feet) (feet) (feet) (psi) (min) Owl-(cm/sec 343.9 360 1 170 10 .208 1.60 X 10-6 358.9 375 6 175 10 .113 8.36 X 10-7 373.9 390 1 185 10 .92 6.54 X 10-6 388.9 405 6 190 9 .09 6.17 X 10_7 403.9 420 1 200 10 .151 9.98 X 10 418.9 435 6 200 10 .121 7.92 X 10-7 433.9 450 1 200 10 .119 7.87 X 10-7 448.9 465 6 200 10 .099 6.48 X 10-7 458.9 475 1 200 10 .103 6.81 X 10_7 SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-5a Location Devil Can yo Ground Surface Elevation 974.5 feet Static Water Level 935.6 feet Dip of Hole 450 Stickup 4.0 feet Depth Tested Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability (feet) (feet (psi) (minutes) (gpm) (cm/sec) 63.0 74.0 30 6 0.89 3.5 x 10-5 73.0 84.0 30 6 0.93 3.6 x 10-5 83.0 94.0 33 6 0.71 2.6 x 10-5 93.0 104.0 36 6 1.0 3.5 x 10-5 103.0 114 40 8 2.5 8.2 x 10-5 114.0 115.9 No Test 10r4 115.9 126.9 40 16 3.4 1.1 x 126.9 135.6 No Test 135.6 146.6 55 8 0.76 2. x 10^4 143.0* 154.0 55 4 9.4 2.4 x 10 153.0 164.0 60 2 0.01 2.4 x 10^4 163.0* 174.0 60 6 9.2 2.2 x 10 173.0 184.0 65 10 5.1 1.2 x 10_6 183.0 194.0 70 4 0.06 1.3 x 10 193.0 204.0 70 4 0.09 1.9 x 10�7 203.0 214.0 75 6 0.04 8.2 x 10�6 213.0 224.0 80 4 0.10 1.9 x 10 223.0 234.0 85 8 0.14 2.6 x 10�6 233.0 244.0 85 8 0.16 2.9 x 10-6 243.0 254.0 90 6 0.10 1.8 x 10_6 *Packers did not completely seal SH-5a (Continued) Denth_Test.ed Gauge Duration Coefficient of From To Pressure of Test Flow Rate Permeability (feet) (feet) (psi) (minutes) (gpm) (cm/sec) 253.0 264.0 95 6 0.14 2.4 x 10-6 263.0 274.0 95 6 0.13 2.2 x 10-6 273.0 284.0 100 6 0.58 9.3 x 10-6 283.0 294.0 105 12 1.0 1.5 x 10-5 293.0 304.0 110 12 1.1 1.6 x 10�5 303.0 314.0 110 18 1.7 2.5 x 10-5 313.0 324.0 115 8 1.4 2.0 x 10_5 323.0 334.0 118-120 8 0.13 1.8 x 10-6 333.0 344.0 124 8 0.07 9.4 x 10Y7 343.0 354.0 124 8 0.58 7.8 x 10W6 353.0 364.0 132 8 0.21 2.7 x 10-6 363.0 374.0 132 8 0.87 1.1 x 10-5 373.0 384.0 134 8 0.40 5.0 x 10-6 383.0 394.0 139 8 0.22 2.7 x 10-6 393.0 404.0 144 8 0.45 5.3 x 10-6 403.0 414.0 145 8 0.33 3.8 x 10-6 413.0 424.0 148 8 0.30 3.4 x 10�6 423.0 434.0 150 8 0.35 4.0 x 10-6 433.0 444.0 155 8 1.7 1.9 x 10�5 443.0 454.0 162 8 2.1 2.2 x 10-5 453.0 464.0 164 7 0.29 3.0 x 10-6 463.0 474.0 171 8 2.6 2.6 x 10-5 473.0 484.0 170 6 5.9 6.0 x 10^5 484.0 503.0 No Test 503.0 514.0 180 10 0.82 7.9 x 10-6 513.0 524.0 185 6 0.93 8.7 x 10-6 523.0 534.0 190 8 3.7 3.4 x 10�5 533.0 544.0 190 6 3.3 3.0 x 10-5 543.0 -554.0 195 6 5.4 4.8 x 10_5 553.0 564.0 200 4 0.38 3.3 x 10-6 563.0 574.0 200 6 0.66 5.8 x 10-6 573.0 584.0 205 8 0.47 4.0 x 10-6 581.7 592.7 210 6 0.43 3.6 x 10-6 SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-5b Location- Devil Canyon Ground Surface Elevation 976.6 ft Static Water Level 946.2 ft Dip of Hole 450 Stickup 2.2 - 4.0 feet Oepth Tested Gauge Duration Flow Coefficient of From To Stickup Pressure of Test Rate Permeability (feet) (feet) (feet) (psi) (min) _ (gpm) _ kcni/sec) 23.0 34.0� 4.4 21 7 0.51 3.1 x 10-5 33.0 44.0 4.0 25 6 1.4 6.9 x 10-5 43.0 54.0 4.0 28 6 11.0 4.9 x 10-4 54.0 63.0 No Test 63.0 74.0 4.0 32 6 0.06 2.4 x 10-5 68.3 79.3 2.2 30 8 0.33 1.4 x 10- 79.3 116.0 No Test 116.0 127.0 2.2 46 6 0.68 2.2 x 10-5 126.0 137.0 2.2 52 6 0.10 2.9 x 10-5 136.0 147.0 2.2 55 8 0.47 1.3 x 10-5 146.0 157.0 2.2 58 6 0.71 1.9 x 10-5 156.0 167.0 2.2 60 6 0.67 1.7 x 10-5 166.0 177.0 2.2 65 8 1.7 4.1 x 10-5 176.0 187.0 2.2 70 6 0.64 1.5 x 10-5 186.0 197.0 2.2 70-72 8 0.18 4.0 x 10-6 SUMMARY OF WATER PRESSURE TEST RESULTS Borehole Number BH-7 Location Devil Canyon Ground Surface Elevation 1351.0 ft Static Water Level 1338.3 ft. Dip of Hole 450 Stickup As Noted Depth Tested Gauge Duration Coefficient of From To Stickup Pressure of Test Flow Rate Permeability ,Feet} Feet Feet (psi} (min) (gpm) (cm/sec �_ 30.0 47.0 6.1 20 8 5.2 2.6 x 10-4 35.9 52.0 1.1 20 6 0.19 1.0 x 10-5 50.9 67.0 6.1 20 6 0.38 1.9 x lO-5 65.9 82.0 1.1 25 6 3.2 1.4 x 10-4 80.9 97.0 6.1 30 14 3.6 1.3 x 10-4 95.9 112.0 1.1 35 11 3.0 1.0 x 10-4 110.9 127.0 61. 40 8 1.9 5.6 x 10-5 125.9 142.0 1.1 45 22 0.89 2.5 x 10W5 138.9 155.0 7.0 48 20 0.04 1.1 x 10-6 148.9 165.0 3.1 50 10 0.02 5.0 x lO-7 163.9 180.0 3.1 55 10 0.03 6.9 x 10-7 178.9 195.0 8.1 60 10 0.03 6.1 x 10-7 188.9 205.0 8.1 60 12 0.22 4.5 x 10-6 205.0 233.0 No Test 233.9 253.1 3.1 80 9 0.38 6.2 x 10-6 248.1 265.0 8.1 80 10 0.26 4.1 x 10r6 263.9 280.0 3.1 85 6 0.22 3.4 x 10-6 278.9 295.0 8.1 90 7 0.11 1.6 x 10r6 293.9 310.0 3.1 95 10 0.07 9.7 x 10-6 308.9 325.0 8.1 102 10 1.1 1.4 x 10-6 323.9 340.0 3.1 105 10 0.43 5.4 x 10r6 338.9 355.0 8.1 110 8 0.44 5.2 x 10-6 353.9 370.0 3.1 115 10 0.61 7.1 x 10-6 BH-7 (Continued) Depth Tested Gauge Duration From To Stickup Pressure of Test (feet) (feet) (feet) (psi) (min) 368.9 385.0 8.1 120 10 383.9 400.0 3.1 124 9 398.9 415.0 8.1 128 10 413.9 430.0 3.1 135 10 428.9 445.0 8.1 140 10 443.9 460.0 3.1 145 10 458.9 475.0 8.1 150 10 473.9 490.0 3.1 155 10 478.2 494.3 8.1 158 12 I Coefficient ofi Flow Rate Permeability (g mp )_ _ (cm/sec) i 0.78 8.5 x 10-6 0.90 9.7 x 10-6 0.58 6.0 x 10-6 0.65 6.5 x 10-6 0.56 5.3 x 10-6 0.67 6.2 x 10-6 0.63 5.6 x 10-6 0.62 5.4 x 10-6 0.70 5.9 x 10-6 APPENDIX F WATANA BORROW AREA INVESTIGATION EXPLANATION OF SELECTLD SYMBOLS STANDARD SYMBOLS ORGANIC MATERIAL COBBLES a BOULDERS ' d IGNEOUS ROCK SANDY SILT CLAY 'O.O eo• CONGLOMERATE ® METAMORPHIC ROCK SGRADING TO SAANN DY SILT ® SILT SANDSTONE ICE, MASSIVE o SANDY GRAVEL, SCATTERED FRAGMENTS) AGMENTS) SAND LLJi MUDSTONE ® ICE - SILT .,co8. INTERLAYERED SAND R SANDY GRAVEL °Qao GRAVEL ® LIMESTONE ® ORGANIC SILT SILTY CLAY w/TH SAND SAMPLER TYPE SYMBOLS St..... 1,4" SPLIT SPOON WITH 47# HAMMER Ts....SHELBY TUBE Ss .... . 1.4" SPLIT SPOON WITH 140 # HAMMER Tm.. , . MODIFIED SHELBY TUBE SI .... 25" SPLIT SPOON WITH 140# HAMMER Pb .. , , PITCHER BARREL Sh . , 2.5" SPLIT SPOON WITH 340# HAMMER Cs . . , . CORE BARREL WITH SINGLE TUBE Sa ... , , 2.0" SPLIT SPOON WITH 140# HAMMER Cd.. .. CORE BARREL WITH DOUBLE TUBE Sx . , . , . 1.4" SPLIT SPOON WITH 340# HAMMER Bs .. BULK SAMPLE Sp ..... 2.5" SPLIT SPOON, PUSHED A . . . . . AUGER SAMPLE Hs .. , . 1.4" SPLIT SPOON DRIVEN WITH AIR HAMMER G. .. GRAB SAMPLE HI . . , , , 2,5' SPLIT SPOON DRIVEN WITH AIR HAMMER NOTE: SAMPLER TYPES ARE EITHER HOTEO ABOVE THE BORING LOG OR ADJACENT TO IT AT THE RESPECTIVE SAMPLE DEPTH. TYPICAL BORING LOG 80HING NUMBER—T.H, 30-I5 E4, 274.6 —ELEVATION 1N FEET DATE ORILL&D-.,,10-21-80 All Somptes Ss�SAMPLER TYPE ORGANIC MATERIAL 01 Consid VFsibie lee 0-7 ICE+ML I, ICE -SILT SAMPLER TYPE' Estimate 55 % vis.ble ace Ss 1 90, 56.2% STRATA CHANGE WATER TABLE `� 7 9 * _... SANOY SILT W. D. — — APPROXIMATE STRATA CHANGE eo°a Little IoNoVmble Ice 13-30' Vx —IC,, DESCRIPTION 0 CLAS_SIFICARON Ss oP 2 7 2, 57.1 a/o, 65.9 pcf, 28° GP (CORPS OF ENGINEERS METHCOI ~`UMFr`D OR FAA CC ASSIF/CATIOW Qoo or \ TEMPERATURE, °F DENSITY FROZEN GROUND oho° F4'4TER C_"!DRY TENT oao° RLDWS/FOOT oao SAMPLE NUMBER 00o SAVOY GRAVEL ao� 26' Cd 3 95 SCHIST — GENERALIZED SOIL OR ROCX OESCR/PTION SAMFLE LOCATION 30' T. D. � TOTAL DEPTH DRILLING SYMBOLS WD: While Drilling A$: After Boring WL: Water Level TD: Total Depth WS: While Sampling Note: Water levels indicated on the boring logs are the levels measured in the boring at the times indicated. In pervious unfrozen soils, the indicated elevations are considered to represent actual ground water conditions. In impervious and frozen soils, accurate determinations of ground water elevations cannot be obtained within a limited period of observation and other evidence an ground water elevations and conditions are required, PREPARED BY I PREPARED FORt R&M P;....:FEXPLANATION OF SELECTED SYMBOLS itCONSULTANTS, INC. SOILS CLASSIFICATION AND CONSISTENCY CLASSIFICATION: Identification and classification of the soil is accomplished in accordance with the Unified Soil Classification System. Normally, the grain size distirbution determines classification of the soil. The soil is defined according to major and minor constituents with the minor elements serving as modifiers of the major elements. Minor soil constitutents may be added to the classification breakdown in accordance with the particle size proportions listed below; (i.e., sandy silt with some gravel, trace clay). no call - 0-3o trace - 3-12o some - 13-30p sandy, silty, gravelly - >300 Identification and classification of soil strata which have a significant cobble and boulder content is based on the unified classification of the minus 3 inch fraction augmented by a description (i . e. , cobbles and boulders) of the plus 3 inch fraction. Where a gradation curve, which includes the plus 3 inch fraction, exists (samples from test trenches and pits) a modifier is used to describe independently the percentage of each of the two plus 3 inch components. If there is no gradation curve incorporating the plus 3-inch fraction (as in auger holes), the plus 3-inch material is described as a single component (i.e., cobbles and boulders), and a modifier is used to indicate the relative percentage of the plus 3-inch fraction based on the field logs. The modifiers in each case are used as follows; Scattered - 0-40o Numerous - >400 SOIL CONSISTENCY - CRITERIA: Soil consistency as defined below and determined by normal field and laboratory methods applies only to non -frozen material. For these materials, the influence of such factors as soil structure, i . e. fissure systems, shrinkage cracks, slickensides, etc., must be taken into consideration in making any correlation with the consistency values listed below. In permafrost zones, the consistency and strength of frozen soils may vary significantly and unexplainably with ice content, thermal regime and soil type. Cohesionless Soils Cohesive Soils N* N (blows/ft) Relative Density (blows/ft) gu - (tsf) Very Loose 0 - 4 20% Very Soft 0 - 2 0 - 0.25 Loose 4 - 10 20 to 40% Soft 2 - 4 0.25 - 0.5 Medium Dense 10 - 30 40 to 60% Medium 4 - 8 0.5 - 1.0 Dense 30 - 50 60 to 80 o Stiff 8 - 15 1.0 - 2.0 Very Dense > 50 > 80 o Very Stiff 15 - 30 2.0 - 4.0 Hard >30 >4.0 Standard Penetration "N": Blows per foot of a 140-pound hammer falling 30 inches on a 2-inch QP split -spoon except where noted. Often the split -spoon samplers do not reach the total intended sample depth. Where this occurs the graphic log notes a refusal (Ref.) and give an indication of the cause of the refusal. Tight soils are indicated by a blow count value followed by a penetration length in inches. The presense of large rock fragments is indicated by a cobble and boulder callout following the refusal callout. In certain instances a blow count of 100+ may be listed to indicate tight soils where total sampler penetration is possible with more than 100 blows per foot. PREPARED BY PREPARED FOR, R&M CONSULTANTS, INC. EXPLANATION OF ICE SYMBOLS Percentage of visible ice has been grouped For the purpose of designating the amount of soil ice content. These groups have arbitrarily been set out as follows: 0% No Visible Ice 1% - 10% Little Visible Ice 11% - 20% Occasional Visible Ice 2 1 % - 35;; Some Visible Ice > 35% Considerable Visible Ice The ice description systern is based on that presenti•d by K, A. Linell, and C. W. Kaplar (1966). In this system, which is an extension of the {Unified Soil Classification System, the amount and physical characteristics of the soil ice are accounted for, The Following table is a brief summary of the salient points of their classification system a> modified to meet the needs of this study. ICE DESCRIPTIONS GROUP SUBGRO_UP ICE VISIBILITY d CONTENT _ SYMBOL DESCRIPTION SYMBOL Poorly bonded N f or friable N Ice not visible INoexcess WelI I N bn Nb bonded Excess I Nbs IEce Individual ice crystals or Vx inclusions V Ice coatings on particles c V Ice visible, <50% Random or irregu!4rly V oriented ice r formations Stratified or distinctly oriented VS ice formations ice visible, %50% Ice with soil inclusions ICE + soil type ICE - Individuol layer i6" thick Ice without soil inclusions ICE A in some cases where the soil is ice poor a thin ice layer may be called out by speciol notation on the log, i e. 2" ice lens at 7� PREPARED BY PREPARED FORS r ;. EXPLANATION OF ICE SYMBOLS RAM CONSULTANTS, INC. F,1 BORROW SITE D AUGER HOLE LOGS Sp S1 S1 AH-Dl 7-14-80 0' 1 ORGANIC MATERIAL W/TRACE SILT ? 31 " Visible Ice, 0-4.51, Vr 3 Refusal S 1 � A,B 5p S1 S1 4 AH-D2 7-15-80 �_ °. ?� o 0' 1 ORGANIC MATERIAL -� — ----- — � . 5 ` O GRAVELLY SAND W/SOME SILT Gray O 16, 25.7 0, Ski, F2 Scattered Cobbles 0.51�9' -- ..— - - - ---W ..'-- 3 O 20, 11 .4%, SM, F4 Boulders 3.5'-6' �� W.D. a- Sl 4 No Visible Ice, 4.5'-6'4.S ' Sl 5 25, 11.2'.: SM. r4 q` TRACE ORGANIC 14ATERIAL,4.5'-6' S1� 5 Refusal, 11.1%, SM, F4 J1 ,.: :.. ® 77 S1 't S Refusal, 6.7%, SM, F2 <' . ,.�• 51 � 7O Refusal Little Visible Ice, 6' --20? S 1 pv 7 Refusal, 6.6 0, SM,F4?`, SILTY SAND W/TRACE TO SOME GRAVEL e'a e,o SILTY SAND W/TRACE TO. Gray SOME GRAVEL Yana Gray -Brown, Subangular to Subrounded p�fi 51 o Refusal Sl '� 090, 11. 3%, SM, F4 e. o� e.•aiYi' �°� Boulder at 20' , Refusal 20'T.D. :e S1 ,A Q 72, 9.4%, SM, F4 WATER TABLE NOT ENCOUNTERED 9 a ?.A9 9;¢ Possibly Frozen Below 21' Y Sl? ^; Refusal Boulder at 29', Refusal ? 29'T.D. PREPARED BY PREPARED FORS _ BORROW! AREA 0 R&M CONSULTANTS, W. AUGER HOLES AH-Ol AND AH-09- Scale 1"=4' AH-D3 0' AH--D4 7-15-80 0, A.B. 7-17- 0.s- 1 ORGANIC MATERIAL 0.5' W.D.— K° „� __ _ . 0. 5' Sp P•a• O SANDY SILT W/SOME GRAVEL Sp S 30�3 1.5Sl S ?' 4 29 S1 g o- k S1 O 56 QYr Sl y.i S ,. 6 92 Sl S. Q 87 Sl SANDY SILTY GRAVEL Brown Scattered Cobbles, 11.5'-30.5' Boulder at 10.5' O8 Refusal Visible Ice as layers and Coatings, 2`-20, Vc+Vs S1 s/ O9 Refusal . ,a�q `¢ No Visible Ice, 201-231, N Sl O Refusal hr Visible Ice Lenses, a 23'-271, Vs ,e No Visible Ice, 5' , N S1 :a 1 Refusal PPEPARED BY r R&M CONSULTANTS, WC. 30.5`T.D. uu 01 O9RGANIC MATERIAL .— — -- -- - 0. 5 ' 2 Refusal 1 DIORITE BOULDER O3 10 4O Refusal O5 12 O6 41 7049 8095 SANDY SILTY GRAVEL Gray Scattered Cobbles, 8'--15' Boulder at 151, Refusal 15' T.D. PREPAREO FOR, o. o BORROW AREA. D AUGER HOLES 4 -D3 AND AH-D4 Scale 1"=4` Elevation 2221.6' AH-D5 0.OV8-14- 1 0.0' Tm ^ ^ 1 ORGANIC MATERIAL 7)7S I,TY SAND Brown 3.01 SILTY SAND WITH SOME ^' GRAVEL Brown ° o• f' 5. 0' --7. 5' Scattered Cobbles and Boulders 7.5' 4727, SM SAND WITH SOME SILT ::. } Brown 9.01W10.0' Boulder 10 0, Sh ' d'' 5 38, SM :ri`•?.: GRAVELLY SAND WITH SOME '. SILT Brown 15.01 Sh Q. 62, SM O: i;??.,•' SAND WITH SOME GRAVEL '- AND SILT ;n •' �: Brown Sh M- 2, .[7)Ref., 30/1.0" 22.01--25.0' Scattered Cobbles and Boulders �5.0, Sh "; 8 Ref., 50/4.0" SAND WITH SOME SILT Brown 27.0' PREPARED BY, IL R&M CONSULTANTS, INC. _.—.�._.�.-27.0' Sh 094, 130, SM SAND WITH S014E SILT Brown :•'.j;'.':; 25.0'-48.3' No Visible Ice, Nhn W. Sh 10 72, 160, SM-SC SILTY SAND WITH SOME TO TRACE CLAY Gray 35.01--40.0' Scattered t. Cobbles 40.0' Sh 78, 12=a, CL SANDY SILT WITH SOME TO j TRACE CLAY AND TRACE GRAVEL ., Gray 012770. 9 a , SF -SC SAND WITH SOME GRAVEL AND SILT, TRACE CLAY AND SCATTERED COBBLES Gray S') 13 Ref,,50 3.0" 48.31T.D. Thermal Probe Installed to 50.0' stand Pipe Piezometer Installed to 30.0' BORROW AREA D AUGER HOLE AH--D5 PREPARED FOR Scale: 1"=4' Elevation 2262.9' AH-D6 0.0! V_B-22-81 0.01 Tm Ol ORGANIC MATERIAL ___._ 2.0 ' Tm Ref. NUMEROUS COBBLES AND BOULDERS 5.0' Sit 'a:;,; 3 17, 10%, SM SILTY SAND WITH TRACE GRAVEL Gray Sh ^ ^- 24 ORGANIC MATERIAL 8.()1 Sh (TI-9, 120, SM Sh 07 21, 11%, SM SAND WITH SOME TO TRACE SILT Gray Sh 08 21 5.0'-50.0' No Visible Ice, Nbn Sh 09 49, 120, SM _22.0' SILTY SAND WITH SOME TO TRACE GRAVEL AND SCATTERED COBBLES Sn `Q.;+' 10 74, 9%, S,NI —.^. —. _27.0' —..._27.0' S h ff�� 1 1) 90, 875 Sz 12 39, 9%, SM '• SILTY SAND WITH SOME TO TRACE. GRAVEL AND SCATTERED COB13LES Gray Sh p';.:' 13 Ref., 50/3" Sh ':I {L14) Ref . , 5 1 / 5 .0" Sz wiffi2 Ref., Cobble 50.01 T.D, Thermal Probe Installed to 50.0' Stand pipe Piezometer Installed to 30.0' PREPARED BY °REPARED FORS > BORROW AREA D ' AUGER HOLE. Ali-D6 R&M CONSULTANTS, INC. Scale: 1"=4' Elevation 2242.9' AH-D7 0.018-12 t3i 0.01 0 .':.Q.QORGANTC MATERIAL 0.5 , SILTY SAND WITH SOME .P`. GRAVEL :p Brown Tm -.• 2 11P TM 3 11 Sh 4 18, 12%, SM Sh :¢` i 24, 11%, SM 15.0' 6 5 Sh 8, 10%, 5M _...d SAND WITH SOME SILT AND GRAVEL Brovil Sh 7 Ref., 50/3.0", 5% 20.0'-25.0' Scattered Cobbles and Boulders 8 Ref 7fU73 0 T% SM 2�.0' �; • ' SAND WITH SOME SILT AND TRACE GRAVEL GraX _ 27.0' PREPARED BY RAM CONSULTANTS, INC. 27.0' 1 01,19-11"', 30.0'--31,5' Boulder SAND WITH SOME SILT AND TRACE GRAVEL Gray O Ref.,50/2.0", 9% 25. 0' --48. 3' No Visible Ice, Nbn i -t? _ 40.0' 10 Ref.,50/3.0",9o-,SA I SA14D WITH SOME SILT Gray 44.01--48.0' Boulders S z Ref. , 50 /3.0 " 4 8.3 ' T. D. Thermal Probe Installed to 48,0' Stand Pipe Piezometer Installed to 27 , 0' . BORROW AREA D AUGER HOLE AH-D7 PREPARED FORAI Scale: 1"=4' AH-D8 Elevation 2276.1' 8-9-81 0.0' �. — .._ _ �.27.0' ORGANIC h1ATERIAL 0.51 25.0'30.0' Some Visible ' 2 CLAYEY SILT WITH SOME : ;.:;, : Ice, Vx, Vs D GRAVEL AND SAND, TRACE ORGANICS "' 2 Ref., Cobble Broom to Black Sh D g47, 2 Sh •6 4 5'SA14D WITH SOME GRAVEL, Sh I i % , 5h1 TRACE SILT, CLAY AND 0.5'-6.0' Considerable Ice Vx Vs " ' SCATTERED COBBLES Stl :D:::a, O Ref . , Boulder •;:; " Gray SAND WITH SOME GRAVEL AND SILT :b Gray ;¢i �35.0' 7 .0' --Sz 8.0' Boulder o' 84 13 0 , ML .o:.•, 13 , Sh ;.:: O7 80 _ 5, SANDY SILT WITH S017E 5h 047, 14%, SM-ML TO TRACE CLAY AND 0 TRACE GRAVEL SILTY SAND Gray Gray 6.0'-25.0' Occasional Visible Sh I4 Ref., Cobble Ice, Vx 30.0'--45.0' Occasional Visible Ice, Vx 15,0' Sh 9 60, 71i o o: SAND WITH SOME GRAVEL, n' SILT AND SCATTERED COBBLES Gray Sz o 15 Ref., 90/3.011, 90 45.0'-50.3' No Visible Sh 0 95, 13% Ice, Nbn 4: 25,0' 5h 4'.•.` ; 1 Ref . , 46/2.0" ,10%, SM-SP ML2M6)Ref . 50 4.0" 7% 0.3 ,k-,r Table Not Encountered. T.D. Tiiarmal Probe Installed to 50.3' PREPARED BY DREPARED FOR= BORROW AREA D AUGER HOLE AH-D8 R&M CONSULTANTS, INC. Scale: 111-4 Elevation 2319.1' AH-D9 7-25-81 0.0' TM ul 2 5, . ORGANIC MATERIAL A B SILTY SAND WITH TRACE GRAVEL Brown Sh =; .a 3 24, SM 4.5' Sh16, 5tA :•:.-, SAND, Brown 6 • 0' Sh 8.0' — LJ `SILTY 3 at S W.D. Sil 6 SM 5h a:: 27, Srg SAND WITH SOME SILT AND GRAVEL Brown Sh 4 •' O Ref., 50/5.0" ?O; Ref., 68/5. 0" 14.0'-74.0' No Visible Ice, Nb Sh 10 Ref., 50/5.0" 5hRef 6.0" Ref . , 59 / :b Sz r 12 Ref., 50/4.0" —38.0' 40.0' Sit 1.3 76 _ 21 ML Gray Sh 4 61, 25% , :41, SILT WITH TRACE TO SOME SAND AND CLAY 50.0' 5h -% 1 3 SAND WITH SOME SILT _52.0' �:•�. SAND WITH SOME GRAVEL AND TRACE SILT 5h Ref . , 100/2" d'p _58.0' Sh 1 Ref., 80/6.0" SANDY SILT Sh 18 Ref. (Bedrock) WEATHERED BEDROCK 74.0' T.D. Thermal Probe Installed to 72.0' 38.0' Stand Pipe Piezometer Installed to 66.0' Pr red by: Prepared far; -' BORROW AREA D AUGER HOLE Ali-D9 R&M CONSULTANTS, INC. Scale: 1"-5 0.0' A.B. Elevation 2357.8' Ali--D10 8-1-81 0.0' 1. 0' - - .� W. D' n n MATERIAL kRGANIC Tif LTY SAND WITH TRACE GRAVEL Brown Tfl - O S I,, 1 /4 77 15 •ll .r 3, Sh A O 58 SILTY SAND WITH SOME GRAVEL AND TRACE CLAY Gray :C? `•'; 7. 5' -25. 0' No Visible Ice, Nf ® WWI ICOiM Sh ® MO) Ref . , 50/5. 00/ 25.0' 5h p . " l CLAYEY SILT WITH SOME SAND AND GRAVEL Gray� — 27 .0' 27.0' W01A CLAYEY SILT WITH SOME SAND AND GRAVEL 0 Gray 25.0'--50.0' No Visible Ice, Nb Sh 12 35 d'9 33.0'-50.0' Scattered Cobbles and boulders Sz vl13 Ref., 50/q.0" ®.Z-0j 50.01 T.D. Thermal Probe Installed to 50.0' Stand Pipe Piezometer Installed to 50.0' PREPARED BY PREPARED FOR, BORROW AREA D AUGER HOLE All-D10 R&M CONSULTANTS, INC. c le• 1"=4' Elevation 2358,0' AH-D11 0,0' 7-27-81 0.0' Tit 1 ORGANIC MATERIAL 0.5' Trn 2 SILT WITH SOME ORGANICS TRACT: SAND AND GRAVEL N - Dark Browns 3 , 0' Tm �•'"' L"�J SILTY SAND WITH SOME GRAVEL Dark Brown Tm Sh OS 12 Sh O 29 S O7 26 12.0'-20.0' No Visible Ice, N f Sh 3�r26 — 20.0' SILTY SAND WITH SOME GRAVEL AAA TRACE CLAY Gray Sh Sh 90pi GRAVLSAND CLAY SOME Gray _ 27.0' PREPARED BY I R&M CONSULTANTS. INC. 27.0' SILTY SAND WITH SOME GRAVEL AND CLAY Gray 30.0' 10 40 CLAYEY SILT WITH SOME SAND, GRAVEL AND SCATTERED COBBLES Gray 70 20.0'-54.8' No Visible Ice, Nb Ref, , Cobble Ref., 50/5.0'' (4 Ref . , Cobble Sh o 15 Ref.,50/2,0" 54.8' T.D. Thermal Probe Installed to 54.8' Stand Pipe Piezometer Installed to 54.8' BORROW AREA D AUGER HOLE AH-011 Elevation 2337.9' AH-D12 0.01® 7-30-81 p p� _ —38.0' ORGANIC MATERIAL �>`p Tm GRAVELLY SAND WITH SOME TM SILTY $AND WITH SOME 4: SILT, SCATTERED TO 0uRGANI S Dark Brown 4 NUMEROUS COBBLES AND Tm BOULDERS Sh ^4.0' (7564 0.5'-4.5' Some Visible Ice, Sh © 100 Vx'Vs Sh Q7 100 Sz Sh ® Ref . , 34/4.0" :• { ,.a.::. SILTY SAND WITH SOME GRAVEL AND TRACE CLAY ;C:;,••.-. :o>aa .; . Gray 4.5'-25.0' No Visible Ice Nbn Sh 9 Ref ., Cobble Sh A. lO Ref., 30/2.0" :q%Q SILTY SAND WITH SOME �'... .:: GRAVEL, SCATTEREDQO' 60.0' COBBLES AND BOULDERS Thermal Probe Installed to 28.0' T.D. Gray * Tricone Cuttings Filling Hole, 25 0' Unable to Sample Undisturbed ` Material Sh 100 GRAVELLY SAND WITH SOME .�° SILT, SCATTERED TO NUMEROUS COBBLES AND BOULDERS (, --ray Sz 25.0'-30.0' Some Visible Ice, Vx S z Z/Cs Kr-113) * 38.0' Prepared b Pre Tared for: ® ® BORROW AREA D AUGER HOLE AH--D12 R&M CON5LILTANT9, INC. Scale: l"=S' Elevation 2326.2' AH-D13 8-3--81 0.0' 27.0' Tm .. 1 ORGANIC MATERIAL 15.0'-38.0' No Visible TM ?. \ 2 SILTY SAND ® 0 6 ` WLT�3 TRACE ";;. Ice, Nbn ORGANICS Brown 3.0' Sh d . 3 10f3 Sh DO 84 ` SILTY SAND WITH TRACE Sh O4 79 t' GRAVEL SILTY SAND WITH SOME GRAVEL i Brown Brown Sh 5 31 W D Sh11 Ref,, 50/5.0" 58 38.0' W.D. �h Flowing Sh 92*38.01-41.0' * Sands Encountered 11.0'-15.0' Scattered Cobbles and Boui6ers S 7 80 CLAYEY SILT WITH SOME SAND Gray �= 15.0'-18.0' Scattered 5n 3 Ref, Cobbles 43.0'-50.0' No Visible �0.0' Ice, Nbn Sh Q .: 8 90 SILTY SAND WITH SOME GRAVEL Sh 4 Ref, 50.0' Brown `1' . D . * Unable to Sample 25.0' Thermal Probe Installed. to 49.0' Sh �)60 Stand Pipe Piezometer Installed to 49 .0' • 27 0' BORROW AREA i) AUGER HOLE AH•-D13 DREPARED FOR; Scale: 1"=4' 0.0' AH--D14 Elevation 2212.7' A.B. 8--27-81 0.01 \ DRGANIC MATERIAL 0. J' 4. 0'Tm © 2 4+1.2. SILTY SAND WITH SOME GRAVEL AND SCATTERED COBBLEBrown Sh '.{ Q 16 Sh ® 25 5h - Q 29 14.0' Sh 4: Q42 GRAVELLY SAND WITH SOME C SILT AND SCATTERED COBBLES ' Brown Shy 07 Ref. 50/3.0" 14.0-22.0' No Visible �. Ice, Nb 3.0' SILTY SAND WITH SOME TO TRACE GRAVEL Sh 38.0' 0.0' 75.0' *25.0'-75,0' Tricone Cuttings T.D. and Caving Problems, Unable to Sample Undisturbed Material. Thermal Probe Installed to 31.0' Stated Pipe Piezometer Installed to 31.0'. PREPARED BY PREPARED FOR BORROW AREA D AUGER [-TOLE AH--Dl4 R&M CONSULTANTS, INC. Scale: 1"=5' LABORATORY TEST DATA —i LL O aD vi 44 0 G 1. .,I � co w an U� W cn G U a l; � N 01 N d Ln 4-J Lo O l4 M Oe Ol d O N Lf) r-i r-i N N r-i Cr CSl M p M d M 00 O O d' N O N coLrl M N O m d' 00 N r-I r,T N r--i O O Q N co N Ln O d' co N N N c i M d' rn O CT d r N Ol O �1' lfl Ll) kLc�' Lfl Ln r 0 H vo r co cc I— U tl' O N Ol N r _ rl M N Ln r`) M O Lo m r`) \ C7� COa, r m m oll m H r r N CO O p� CO r of Cl O Ol O r O IT O 0 H O co co o"I O m r-I r-I 0 0 0 0 =Y, a r-I co 0 0 r-[ 0 N co O O M rI d+ ul �n s+� o Ln o Ln � '2 I� cc O M d' to ri I- Ti r-I N n.. 1 I I t I I E I uJ_ o O _ o O _ _ _ Ln O Ln _ O o Qo 0o o In d Ln o 'ON Ln 3ldMi'dS .o r M lzr Ln 00 rn 'ON ��0$ a a N N N ca a Q N Q I N a f o I a J Z !1; LJ F- O z. -9 0 z O w °1 a � a r r, Ul ,Q 0 U 0 0 z w } F- cr a o < a a a a a U z Cn LU H z a cr- r O D Q z CC z o Om U Q J LL O /p-(J- Q 6.6m C) U 4 _ U 0) 01 r-4 J-J 0 w H �4 x A O 0 0 rd ,n rl Q V4 N ?a J-J rd Ln (1) • rl 4J O (n En 07 to U o z z F- F- w c a a a a v� x wro I �u u N k H ri Pa w rn z rn a a L ,_n 4� r-I D oA -rl N �D O d' O M O o H kn Ln Q0 o o O C M � N M N co O N al �D u ON N O o m a o �n O .D r� r O 0) 00 \ 00 - r cV ap ri rn 00 \ M M L, ar rn O O ri M q' t 41 41 r� H a. cc o ro z O [ I H E4 I I is t7, 3 C7 H a u w z A Fl w A A z , Q Q) a a E F- z w cs w a W J E 4 z a W > r I,.I A w F- O z U .rA a.J V) ro r� a 0 z Pe z c W co U) (n LO O Ul U) F UJ m i o N 0% 00 r I N r-I m 00 0) N F 1 N F rl -[ r i ZO O N 0 � U � } � X i W O } F h W (n 3 w f O - l0 'IV R< 11+--TT 'T r m Olt Ln M r Ln r w Z a L N N O Q O 0 N O Occ mN d' lfl N _....� N r Ln U) O a N N U) rI M N lS3 N d' �l U) U) Ln� O d N I m CD' d O Lf? Ln m r-i Lo (D l0 m 0 m r r Q0 kFl Ln O d' H LO Ln t9 Q r M o U) w CO OD 0a r Os CO m 10 co O r l0 Q O N CO r E O O r 1 0") oljo r o O rn W 0 O Q r 00 _ -aD r t0 r � 0l cc O1 o O r dl =N r �0 to r 00 aD CO r r m 0) \ oll O O O 00 00 O CO O O r0 -I M O O O M c0 H cli O co O Ln Ln O M O Ln O �n Ln O O Lf! y 01 rl 1S a [ I I E I E 1 I I I [ I E Q Ln Q O O O Q O O O O O O O O r O LO O m O to U) 00 O to O Ln Q rl ri cl cl I' l;T N N M m ;T fl N 'N � m l0 bl O � H rt N rl d' r 01 O rl rt 3 'ON Lou-) n A Ln A Lo o Ln Q Lo n Ln A 0 Ca co Q 0 A w n 0 A 0 A 0 Q J N 1808 o az J L -i Y CC a w w U •r4 V w r-I fit E z° II !4 N 0 z w oD O rn a � a N N N O z w r a a O 0. a - a a U F- z f13 LLJ N z Q h O J F• W z O 0 m U Q J LL.. O a U r[ 4-3 U r-I M O U O Lfl U1 1 O U �j co w o aZ u � U w w O •rl O a U tL N U) a` J Ul ISO [n U] O Uj w !- z w rl , E o o o) 61 rn Ln d+ M dM rn n H r-I r-I H z N Oo r r ~ U) R z w O r F � w rn 3 � w 0 J r-I cc J w O n z 0. N O O u� O O N O O N M co t- N vo O ,[ (n ((}}}} n r1 n r I N N M N r-{ r-I , r-I r-I Lo q O ttl If Lo M t4 dt M n n n Ln co I- co O rn n cc rn 0 c N co o 0 co co N rI mm Ln d cc d+ m N co o 0 N n to m m co ko ao d m o_ o N n n o) r� =ql- rA co co d+ n n 0 f�7 +0'i n m CD O o n n cli O O O r-I H e l O O o Lr1 N n N n O O ill O n O N N 2 Ln tD o to O Ln Ln o tD r-i o H Lfl l4 Ln o F r-I r-I N CV M d` r-I r-I N N rn ' T Ln dLLI I I I I I E E I E I I ! I I I I R O O o O o 0 o O Ln Ln o 0 0 0 0 0 L11 n L!) O LP Ljj O 'd' 61 Ln O Ljj Ljj N O r-I N N C- -P r-I N N M .O r-t US m O r-I M L!j to 3`1dWVS �r ON p p A A A A A A 9 N I809 F1 A A A Q p A A p0 6 az U rI a ' E E� kl *I z { Y cr a w m Q Q V V r-I (d O V �4 • I ¢d �4 >1 mx ni O W 4-) In v •rl Ln V 0 O r$ (i i w o a z U w o O ( a- a a U) a ( w ; - ` ) rf) U W r f W i lfi r 1 z N N 1 0 f I r >. H a N o z (u A w (n z w f� J J r I N In m L!l w QDTI z L N 0 0 0 0 N O & 0 o d o N lS? 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Description of Soil; Well Graded 'Till'- GRAVELLY, SILTY SAND W TRACE CLAY B Unified Sri AASHO Material Mork Clossificotion Clossificotion Source of Material Deadman Creek Sample No. W-80-300 NoturolWaterContent 6•6 % Natural Dry Density PCF S peci f i c Gravi t y Liquid Limit Non Viscous %Plastic Limit %Plasticity Index Non Plastic 8. Test Procedure Used T-180 "D" - AASHTO C. Test Results: Maximum Dry Density_ 135.0 PCF Optimum Water Content 6-0 0/0 .a Sieve Analysis Size o Passing 2 " 100 V., 95 135 1 " 93 3/4" 89 1/2" 87 3/8" 86 # 4 80 a # 10 76 # 40 58 9 #200 26.9 130 .02mm 9.2c� .005 3.0a .002 1.3m to I r L W 125 r ME MINE MIN ��i♦ �i♦ ���� � �� �i♦ IN IN ME WWI MEN E �MEM��������'tr!'��������� IN 10110 mom , IN MENMISE IN MEN ME ME MINE EIN E WATER CONTENT - PERCENT OF DRY WEIGHT Project No. 052504 j Date 11-20-80 1 R & M Consultant Inc. LABORATORY COMPACTION CONTROL REPORT Job Name and Location Susitna (Watana Dam Site) Acres Engineer American Inc. i Architect or Contractor Soil: SILT AND CLAY A. Description of E Unified AASHO Material Mark A Classification CL-CH Classification Deadman Creek Sample No. W-80-282 Source of Material Natural Water Content 42.1% % Natural Dry Density -- PCF Specific Grovity Liquid Limit 55.9 %Plastic Limit %Plasticity Index 33.2 B. Test Procedure Used T--180 Method "A" - AASHTO C. Test Results: Maximum Dry Density 102.5 PCF Optimum Water Content 22--D a •• Sieve Analysis Size % Passing # 40 100 90 4200 99.5 0 .02mm 81.3 0 . 005 69. 6 u .002 50.8 U W a vi 80 I r- z w d r 0 70 WATER CONTENT - PERCENT OF DRY WEIGHT F.2 BORROW SITE E AUGER HOLE LOGS AH-El 7--1--80 0 Sp ORGANIC :MATERIAL -- .5' Sp Sn : g::S I LT -SOME SA�D Si 4 SILTY SAND ' O 41, 27.3%, ML, F4 Tan 4, a®® �—Ref—us al A.B. Sl •°.a6. O Refusal e° SI Q Refusal o Boulder, 7.5' - 10' SANDY GRAVEL Lei/SOAff SILT 91 Brown Scattered Cobbles, 4'- 25' Si ® lOD+ ;. �.o Sl 28 d-o c" S14. ® Refusal 511°.�eii(iD Refusal Boulder, 20.5' -- 22' Ss P�- (2) Refusal •°. A •° P Q.. ° f 25'T.D. AH-E2 7-18-80 01 Sp - © ORGANIC !•[ATERIAL 1.5' S1 © sIILTY SANS] GRADING TO TO SAND W/SO:'lE SILT B5own S1 4.5' Sl ; © 46 S1 p. O Refusal �' SANDY GRAVEL :+i/TRACE SILT Numerous Cobbles S1 © Refusal :q Boulder at 10', Refusa}0'T.D. PREPARED FORS BORROW AREA E AUGER HOLES AH-El AND AH-E2 Scale 1"=<< AH-E3 AH-E4 7-3-80 7-17-80 0 of Sn t: O ORGANIC MATERIAL Sp 1 ORGANIC MATERIAL Sp t! Gi 75,V£L WSOME SAND AND Sp SILT Li/SOME SAND Sp ° TRACE SIL'P � � 1 Si 24 S1 0° a 4 _� SAND IN/SOME SILT 0 SILTY SAND 1.5' Sl Oranae-Brown S1 tl•o° O 100+ S1 5 22 SANDY SILT Sl _ �6 60, 4.4'a, SP/SLI, F20 Si �.. �.e? r ®®4.5' ®7-- 26, 17 Si•1 F2 .6� , Scattered Cobbles, 4.5'-20' S1 b4, 7D 100+, 0.7%, GW, NFS 7 —_ W. D. "' 7 Refusal o.° Scattered Cobbles, 20' S1 sod $ 100+ Si ?refusal said :O.e� SANDY GRAVEL W/TRACE SILT SANDY GRAVEL W/TRACE TO Brown, Subangular to Subrou 4 4. SOME SILT 0•.: °b. :c.o e...�° Brown, Subangular to as Subrounded aa•_ 15.5 ,Ss © 100+ S1 9 Refusal W.D. ° Ss sy.; ® 94 20'T.D. F°.nl - 20'T.D. EORRCI•' AREA E AUGER HOLES W E3 AND AH—E4 Si Ali-E5 6-- 23- 80 O 4 ORGANIC I4ATERIAL Sp S1 2 �8 ® + SILT L1/TRASE SAND S p Si 3 38 ANb OR AITI MATERIAL Si d ° Red -Tan —2' Sl °0 4 Refusal Si Si o. °m 5 100f Si 060 6 100f GRAVEL W/TRACE TO SOME .01 �° SILT, SOME SAND Si Si 7 Brown, Subrounded to 8 A Refusalar Si Si a, 9 Refusal g+ A °o i+1. D . -� Scattered Cobbles and Si Boulders, 2'-10' Si %6 Refusal C3°•; 10'T.D. Si WATER TABLE NOT ENCOUNTERED PFAHPARED BY RAM CONSULTANTS, INC. Si Si Si AH-EG T-19-SO fl, 1 ORGANIC MATERIAL 5' 20 3 � ND III/TRACE SILT :.. —2�5 '6 Refusal b SANDY GRAVEL W/TRACE SILT Brown Scattered Cobbles, 2.5-6' S Refusal 6 32 INTERLAYERED SANDY SILT gAND SILTY SAND own 7 25 8 Refusal SANDY GRAVEL o° W/SOME SILT ° qoa: Brown, Subangular to Subrounded Scattered Cobbles, 0'-26.5' Refusal W BORROW AREA E AUGEP. HOLES AH-E5 AND AH-EC 26.5'T.D. PREPARED FORl Scale 1"=4' AH-E7 /- 20-80 01 $p Scattered to Numerous Q Cobbles, 0-5.5' .Q q� Sl ;,, 2 Refusal 'w a •a' A 3 2.3or GP NFS SANDY GRAVEL W/TRACE SILT i' Yellow -Brown AH-E8 7-21-80 0 Sp -ti i� ORGANIC,;ATERIAL� 0.5' Sp 2 Sl A g Si S1 5 Refusal Boulder at 5.51, Refusal SI b Refusal S1 5.5 T.D. WATER TABLE NOT ENCOUNTERED 37 SAND W/SOME SILT f:RADING TO SAND W/TRACE GRAVEL 31 D 100+ SANDY GRAVEL W/TRACE SILT Yellow -Brown 5� Refusal Scattered Cobbles, 3'-6' Boulder at 6', Refusal6'T.D. WATER TABLE NOT ENCOUNTERED TEST PITJTEST TRENCH LOGS TIC --El 4/19/81 ORGANIC MATERIAL Black 0 .d. o/•tinv.-.ab/ SANDY GRAVEL WITH TRACE SILT °,: : f. • 0. 0 --3 . 0t NO Visible Ice,, Nb :UD O.o /o B �� ;p • 6 :� 28 O GP -GM ! 3.. 0" c� OpU O •o, o a o. Ooo°oa� a Q o 'p- oo��o.''a SANDY GRAVEL WITH T+"MEROVS o'�o -.a COBBLES AND SCATTERED BOULDIERS . per• O o. p� �p O � p o' a s a� ` s O GP ' D a -b• c o 0 O.eatf O d d.: D -�o:�'jf a n• a 0 •: o, O / 0 6 0 o b O� O •p o 0 PREPARED BY° BORROW AREA E TEST PIT TP-El FI&M CONSULTANTS, INC. Scale: 1°-2' TP-E2 Elevation 1436.6' -13-8 0.0' °i'-o''o b Thin Organic Layer at Surface f" 0.0'-3.0' No Visible Ice, Nbn p o,'�;' ° d• GRAVELLY SAND WITH SCATTERED V D.o.j�. ,D COBBLES Grayish Brown Bs a. �. 1 270SP o. o aa.00 - o v� 3.0'-12.0' Little Visible Ices Vx n b CJ 0 b b n p.-C 0o b O.4 p soa � o Bs b: O2 2 7 , Gw p} v b 0 o SANDY GRAVEL WITH NUMEROUS COBBLES AND SCATTERED BOULDERS 0 o - b Grayish Brown o IIIJJJ p [] O G bO- a�D•c-'n' 'dam o- • a o d b °Doan P Groundwater Not. Encountered. .O'T.D. PREPARED BY PREPARC-0 V-OFi y� BORROW AREA E +` TEST PIT TP-E2 RiW. CONSULTAMTS, IN(- 5::ale : i"= B s B S Elevation: 1464.2' 0.0' ORGANIC MATERIAL 0. 5' 0.0'-13.0' Little Visible Ice, VX GW SANDY GRAVEL WITH NUMEROUS COBBLES AND SCATTERED BOULDERS Grayish Brown D.o O e 0 GW-GP or o 0 q u O 6Dy a. c, n k G O'. b.nD1 0 o .. o p p O o O- o Groundwater Not Encountered. BORROW AREA E TEST PIT TP-E3 3.O'T.D. Scale: 1"=2' gREPARED FOR, Bs BS TP-E 4 4-1 b--'-1 N N _ Z ORGANIC 14A'lERIA � a Elevation: 1454.9' n ni L 0,5, 0.5'-13.0' No Visible Ice,Nbn 0 v ° o.Do •� SANDY GRAVEL WITH NUMEROUS COBBLES AND SCATTERED BOULDERS 0 0- Brownish Gray GrounUwater Not Encountered. 3.0''I.D. PREPARED BY PREPARED FOR BORROW AREA E. TEST PIT TP-E4 R&M CONSULTANTS, INC. Scale ;l" TP-E5 N N p � D O oti 0 Bs b Oda o.. pU 0°a.ti a o a' < 0 /I a �• o O - °' v0 Dip °c fl.O 0 4 or ./ o e o- o-'p•ob: o pb-'doP,veoU o- °10 al PREPARED BY Elevation 1470.V 0.0' ORGANIC MATERIAL 0.51 O GW-GP SANDY GRAVEL WITH NUMEROUS COBBLES AND SCATTERED BOULDERS Brownisi'E :',raj Groundwater Not Encountered, BORROW AREA E TEST PIT TP--E,D 0.WT. D. PREPARED FOR, R&M CONSULTANTS, INC. Scale j"=2' r I i TP`E7 Elevation: 1450.71 4/15/81 0.0' ICE m 2.0'-4.0' Considerable Visible Ice, Vx+Vs+Vr ORGANIC SILT Black 4. 0 .0' T.D. PREPARED BY PREPARED FOR BORROW AREA E TEST PIT TP-E7 RAM CONSULTANTS, INC. Scale: 1"=2' TP-E8 4/20/81 Elevation: 1450.2' 0.0 ' ORGANIC MATERIAL 0.51 . 1 0. 0' -•7. 0' No Visible Ice, Nbn 0 0� o do°oaDa oOq 0 27-, GW 8 B s o' o .o 0 v o " �SANDY GRAVEL WITH SCATTERED od�o: COBBLES AND BOULDERS Brownish Gray n' TJ v' / d oq_.o u o; o GRAVELLY SAND WITH SCATTERED COBBLES AND BOULDERS 0 ~��a'Q"io�`+5'� Brown a PREPARED BY F:h R &ik a �KA CONSULTANTS, INC. BORROW AREA E TEST PIT TP--EB 12.0'T.D. Scale:1"=2' PKPARED FOR, TP-E9 Elevation: 1476.71 4-21-al 0.01 ORGA14IC MATERIAL 0.5' 0.01-3.51 No Visible Ice, Nb SILT WITH TRACE TO SOME CLAY AND TRACE SAND Gray Bs / OML ,l. o SAND ,'TT n'[ ,ONir' GRAVEL AND SILT AND SCATTERED COBBLES Brownish Gray Bs SM BS I": b 0 GM SAWj)Y GRAVEL WITH SOME SILT, AND SCATTERED COBBLES AND -BOULDERS Brownish Gray 4 o r 19 �io 0 0 b"o i a •a o -o-.OJ. Groundwater Not Encountered. PREPARED BY R&M CONSULTANTS, INC. BORROW AREA E TEST PIT TP-E9 11..5'T.D. PREPARED FOR, scale: 111 2' TP-E10A Elevation: 1500.7' 4-22-81 0.01 ORGA141C MATERIAL 0.5' VOLCANIC ASH i.O' a_C 0.0'-7.0' No Visible Ice, Nbn �•- a a, e;"0.b; o: SANDY GRAVEL WITH SCATTERED " , o .o • . � C08BTLES Brown .-SPi pobb.an•p. BS ° o P. e�': b Q 2 1O , GP Nil SAND WITH SOME SILT Brown 135 o SM :.a 7.0' --8. 5' Occasional r Visible Ice, Vx+Vs �.' .. 8. 0 ' a. • p o ` - o . SAND as ° Brown 9.5' a 8.5'-13.5' No Visible Ice U- SAND AND GRAVEL WITH TRACE TO SOA7% SILT, SCATTERED �o a COBBLES AND BOUijDERS ' Brown tv o 13 0'T D Groundwater Not Encountered, PREPARED BY PREPARED FOR; BORROW AREA E TEST PIT TP-E10A R&M CONSULTANTS, INC. -- Scale: 1 -- TP-E10B 4-22-81 Z` Z o. p r �q A o e p •c 'o ao 'P 'a u 9.5' v t1a•� :a:" °c PREPARED BY, ERf&MCONSULTANTS, INC. Elevation: 1493.7' 0.0' ORGANIC MATERIAL, 0 31 VOLCANIC AS11 Lt. Gray 0.5' 0.0'-9.5' Little Visible Ice, Vx O 270, GP SANDY GRAVEL WITH SCATTERED COBBLES AND BOU:EDERS Med. to Dark Bromi SORROW AREA E TEST PIT TP-E103 9.5'T.D. PREPARED FOR, Scale- 1"=2 TP-Ell Elevation: 1512.7' 4-24--81 0.0' 2.0" Organic heat at Surface 0.0'-2.5' Little Visible Ice, Vx Bs lO SM SILTY SAND Brown 2.51 4 np o 2.5'-12.01 No Visible Ice Do 0 0. p a .oO a O o GP-GM .o. 6 SANDY GRAVEL WITH TRACE SILT, SCATTERED COBBLES AND BOULDERS o. nOtl: Brown 0 p ..o 8 0 •o. o- /0'l♦ 7: O 12,0'� `/�lJ:a by " >'o 12.0' T.D. PREPARED BY, f PREPARED FOR: BORROW AREA E TEST PIT TP-Ell Rd,kl CONSULTANTS, INC. Scale: 1"=2' TP-E12 Elevation: 1534.9'• 4-25-31 0.0' tj.'o-O.,n o 0,6 2.0" Organic Mat at Surface :pa- po=o SANDY GRAVEL WITH TRACE SILT, SCATTERED COBBLES AND BOULDERS .b n9 Dark Brown 0.0'--3.5` No Visible Ice, Nbn Bs ;.�b: °•�..e�o, �, a•' l GP -GM o' =t� 2.51 Bs 2 SM N. . /�: •....', SILTY SAND WI'Pfi TRACE GRAVEL, ORGANICS AND CLAY Dark Brown 3 5 ' Bs O SM SAND WITH SOME SILT, TRACE �`. GRAVEL AND SCATTERED COBBLES Q.; AND BOULDERS Brown R"M Groundwater Not Encountered. BORROW AREA E TEST PIT iP-E12 11.0'T.D. PREPARED FOR Scale: 1"=2' TP-E14 Elevation: 1503.0' 4-26-81 2.0" Organic plat at Surfacea' _ 0.0'-3.0' No Visible Ice, Nb Bs ` '=• • Ol SP-Sri SAND WITH TRACE SILT ;.. Brown 2.5' 1" Ash Layer 3-01 o� o ,., GRAVELLY SAND WITH TRACE SILT, ` -- AND SCATTERED COBBLES AND a; BOULDERS Brown Bs '-'.o'.; �. O SP 10.5'T.D. Groundwater Nnt Encountered PREPARED BY PREPARED FORT BORROW AREA E ' TEST PIT TP-E14 R&M CONSULTANTS, INC. S ale; 1"=2' PREPARED BY RAM CONSULTANTS, INC. TP-E15 Elevation: 1468.3' - - 0.0' a 2,0" organic Mat at Surface -a•"o',' °.^ 0.0'-11.5' No Visible Ice, Of o.. P a. o b Bs 0 280, GW Gw..o dV • 6 GRAVES, WIT14 S014E SAND, PIT-. SCATTERED COBBLES AND LA p.. BOULDERS Bron w m /.v-.a..,A Groundwater Not Encountered. BORR0W AREA E TEST PIT TP--.E15 1.5'T.D. PREPARED FOR* IM TP-E16 Elevation: 1463,81 4-30-81_ 0.0' 1.0" Organic Mat at Surface 1.0" Clayey Silt Beneath a - Organic Mat 0. 0' -5. 5' Little to No Visible Ice, Vx and Nbn �o°'.o b-d a T O SP a0•e•Q� 0 o:. o GRAVELLY SAND WITH SCATTERED COBBLES AND BOT)LDL.RS O 6 Brown 0, p• b..O: O fi�. �. D {7` O' O p•��' O .f� O: 4Yptp� 11.51T.D. Groijndwater Not EncouDtered . PREPAREP BY PREPARF.P FOR: BORROW AREA L 4wi1> , R&M CONSULTANTS, INC. TEST PIT TP-E16 Scale. 1"--2 1 - Bs. PREPARED BY .41 R&M CONSULTANTS, INC. Elevation: 1441.71 0.0' 2,0" Organic Mat at Surface 0.0'-3.0' Little Visible Ice, VX S14-14H SANDY STVV WITH SOME ORGANICS, TRACE CLAY Gray 3.01 3,0'-8.0' No Visible Ice, Nbn SM SILTY SAND Brown 8.0' SANDY GRAVEL WITH TRACT: SILT AND SCATTERED COBBLES AND BOULDERS Brown GP--G11S BORROW AREA E TEST PIT TP-E17 0' T.D. fKREPARED FOR' Scale: 1"-2' TP-E18 Elevation; 1455.1' 0.0' �a'•'v; Via,.`-"' 3.0" Organic Mat at Surface Bs:o':;�p; Ap Ol GP SANITY GRAVEL WITH SOME ORGANICS 0.7' •' SAND WITH SOME SILT, TRACE GRAVEL AND SCATTERED COBBLES Brown BS 0,0'-0,7' Little Visible Ice,IxO, 0 . 7' -6 . 0' No Visible Ice, Nbn CQ "•.o • p;,'o : {� q SANDY GRAVEL, WITH SCATTERED COBBLES Bron 4.5'-4.75' Sand With Some Silt Bs GP - v.'O �. o. -�"-? 6,0 ' :: = P _ SANDY GRAVEL WITH SCATTERED COBBLES AND BOULDERS b Brown .v.a�0 B9 4 - fj_r_' -- TGP . � Y d: 12,5'T.D. Groundwater Not Encountered, PREPARED BY PREPARED FOR: BORROW AREA E TEST PIT TP-E18 R&M CONSULTANTS, INC. Scale; 1"-2' TP-E19 Elevation: 1464,7' 5-02-81 0.0' 2.0" Organic Mat at Surface 0.0'-2.5' No Visible ice, Nbn Bs O SM ;;. SILTY SAND WITH SOME ORGANICS, TRACE CLAY i Brown 2.5' Bs _d i n SM J., SAND WITH SOME SILT, SCATTERED COBBLES AND BOULDERS Brown .O'T.D. Groundwater Not Encountered. PREPARED BYE PREPARED FOR BORROW AREA E TEST PIT TP•-E19 R&M CONSULTANTS, INC. Scale.- 1"=2 12 PREPARED BY, PREPARED FORS 1[ �•+� SQRRQinT RRLA r TEST PIT TP—E20 R&M CONSULTANTS, INC. Scale: 1"=2 TP-E21 Elevationa1425.4' `a-03-81 1 2.5" Organic Mat at Surface 0.0'-4.5' No Visible Ice, Nb Bs �• O Sm-SC SANDY SILT WITH TRACE CLAY Brown 4.51 o, Q.• p o o. •Q o. a 'D a •-'.�' n P. BS a'' d c v O GP -GM Qom.; ... SANDY GRAVEL WITH TRACE SILT, NUMEROUS COBBLES AND SCATTERED BOULDERS a T� �o Brown 2.O'T.D. PREPARED BY PREPARED FOR; BORROW AREA E R&M CONSULTANTS, INC. TEST PIT TP-E21 Scale; 1"=2' LABORATORY TEST DATA 0 z w c� a a. a a ci H z vi w N h z Q cr h � J a N w z 0 a J LJL a U) U N U N U� rI -P U N •-I H ?A 10 b � � Q o H Ln N }4 }1 ro to 0 LO L 3 fn — N w w d U _ z I— W z w w 0 H 0 Ir F-1 w a U a ra �s In •!., m LP ro � •,I H ()' V U. H a a +� t` 0 N o :p •� 0 rl 0 O Ln 0 0 N O 0 o N o 0 SV co N 00 [- O 0l a1 IT 61 H 6� O H C,rI M r--i O (R1 d d 61 MLr Cl)01 fl- to 0 \ - N c t9 €� N t0 Ln CO CD l0 r 1 to dcr I— r- 61 M Q t[l O H00 04 c0 O r-I m O O X cc O Q ri ri H d� N k O - O to to O O O O O x ri rn �o co ri r) co IL Li o O O to to 0 O to to r-I N DN 3'1diWs t`) d' "0 I• 110 M N to 'ON �via0a w a w w w w I a z I I k l ! k f O z w 1� a a m I LL) I O z Ld r a a � a Q Q 0 U � Z Ld m f�" IN O Ln N Ln 0 p z h U w 0 w a LL O U U r-I Q} O b >1 �V: rd G 4 In w a z 1- U w 0 Of a In c� a 04 a a `� , I �j � � �# x t ui U U.I I I O tfll d GO OI N O 1 M 0� I{ 0 L(1 CO O cc d' L(1rn fn N N N Ln N N l0 Lfl co N 61 tl O d O N i• Lnt!) 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B TIT TIT �1 Sh Sh Sh Sh Sr Sl Sr AH --H 1 7-16-81 F,levzation 2127.5' 0.0' 1.5' N N ORGANIC MATERIAL W iv iy 1 SOML SILT SM SAND WITH SOME GRAVEL AND SILT, E MATERIAL ib 3 10, 16 0 SAND WITH SOME CLAY, TRACE . j GRAVEL AND SILT . 4 9, 17%, SC { � S 13, 160, CL SANDY SILT WITH SOME CLAY AND GI .�.q n Gra a 6 13, 120, CL-ML o• 7 24, 120, CL—MI, SILT WITH SOME SAND AND GRAVEL, TRACE CLAY Gray ` o• o• 0 � VQ o.• p' 0 p. °• 8 94, 9 % , GM —GP 'o'°o GRAVEL WITH SOML SAND, TRACE b'o o SILT '000 q Gray Y p'oo 's? ,o•A �0 9 87, 90, GM' -GP o .p • Duo 0 b 0 O •o HIGHLY KEATHERED ARGILLITE Dark Gray 0�4 PREPARED BY- R&M CONSULTANTS. INC. BORROW AREA H AUGER HOLE All-H1 m ,.0, tAVEL 1 5 1 3.0' '3.0' '6.5'T.D. PREPARED FOR' Scale: 1"=4' 0.0' AH-112 Flevation 1970.9' P' B. 7-19-81 0.0' Tm —;k I ORGANIC MATERIAL Black 1.5' Zm 2 23% SM SAW) WITH SOME; SILT AND / GRAVEL SOME TO TRACE ORC3AN] I(� MATERIAL °'• BlaLlto Brown Sh 3 9, 17% , Sri Sh 4 S, 20%, SM 6,0' Sh 5 16, 7%, 5M O ° . Sh na 6 19, 11%, SM Sh Op 1 12, 119", SM •O O P. SILTY SAND WITH SOME GRAVEL p° o d .c Brown 'o"off 1.5' 17.()' No Visible Ice, Nf DAY ____ O° —— 13,0' 13.0'-40 9' Samples l Thawed When Recovered Sh $ 36, 10 % , SM ° SILTY SAND WITH SOME GRAVEL Brown �d 15.0':20.0' Scattered " Cobbles . r 'p• Sh 9 Ref., �4/�•(?", 9%, sm 17.0'--110.9' No Visible Ice, Nb Sh ;% 0 Ref.,- 72/6.0". 6%.SM SILTY GRAVELLY SAND �4 Brown 2S•0' Sh 11 Ref., 55/ 4.0", S%,SM--SC ' SILTY SAND WITH SOME j GRAVEL, 'TRACE CLAY .�' . i Gray Sh „. 12 Ref,, 56/4.0", Se,SM-SC Sh 13 96, 7%, SM-SC 40.91 T.D. Thermal Probe Installed to 40.9' PREPARED FOR: BORROW AREA H AUGER HOLE AH-112 Scale: 1`4' 0.0' AH-H3 Elevation 2079.6' A.B_V 7-18-81 n.0' Tm 1 ORGANIC MATERIAL N N N Black Surface Cobbles and Boulders N N TIT N N 2 3.0 Sh _ 3 SfL'I WIT101LSOML ORGANIC MATERIAL AND CLAY. Dark Brown 4.5' Sh 7, 19%, SM-SC 4.5'-6.0' Trace Organic Material Sh a 5 15, 140, SM--SC SILTY SA D WITH SOME GRAVEL TRACE CL Y ' Brown Sh 6 11, SM-SC 9.01 Sh iT 7 21, 12 0, SM-- — -- — SILTY SAND WITH TRACE TO SOME GRABroVgnL � Brown %4 4.5'-22.5' No Visible Ice, Nf Sh 8 22, 90, SM 13 y. 18.0' ,A Sh 9 Ref., 100/3", 12%, CL o ' SILT WITH SOME SAND, GRAVEL AND CLAY Gray 22.5'-29.5' No Visible Ice, Nbn Sh 10 Ref., 100/3", 140, CL o/. Sh JL�" 1 Ref., 50/2" Thermal Probe Installed to 29.0' PR��E++..P..A.-.�R�ED BY s R&M CONSULTANTS, INC. BORROW AREA H AUGER HOLE AH-113 29.0' PREPARED FOR% Scale: 1"=4' AH-H5 Elevation 2186.2' 7-13-81 0,01 SILTY ORGANIC MATERIAL Sh A 1 Brown 2 ,., 1 3.0' Sh 3 4,230 SILT WITH TRACE SAND, GRAVEL, p,' CLAY AND ORGANIC MATERIAL Brown OXY 4.5'Sh ^.�.25.0' a 1 RLF., Cobble a SANDY SILT WITH SOME 0 CLAY AND GRAVEL o Gray 0 .o Ref., 100+/12,0" Sh Sh 9.0'® B—V Sh .� . 0 4 15 16 o SM-SC mro' • SILTY 6AND w/SOME GRAVEL AND TRACE CLAY 5 42,17% SM-SC 'o. 6 39,10%, SM-SC a. 7 130 90, SM-SC 10.OS'h 0 1• Ref., 100+/12,0" 5,5` 12,0' �i.D a; t 35,0 T.D. o• b' 14.0'-35.5' Samples ,•� Thawed Following Recovery Sh 8 Ref., 50/2.0", 11-9.. GM GRAVELLY SAND WITH SOME SILT, SCATTERED COBBLES AND BOULDERS .a Brown O. A Sh °'' 9 REF., Cobble 0 14.0'-35.5' No Visible Ice, Nb .e o• !O 0 • ' A. 25.01 PREPAPM BY: PREPARED FOR= _ BORROW AREA H .; AUGER HOLE AH HS R&M CMSULTAId-TS. Is. Scale: 1=4' 0.0' A. B. AH-H6 7-12-81 Sh WIN Sh Elevation 2181.0' 0.0' 25.0' 12 Sh 10 52 11`o SC ICE AND ORGANIC MATERIAL HIM 5 �3.0' -6.0' No Visible Ice Nbli ORGANIC MATERIAL WITH SOME Dar1c Brotvn S11 11 148, 10`0 6.0' RGANIC MA`l'ERIAL WITH SOME ILT AND SAND 7.5' 3, 13%, SM Sh o 7 11 1295 SM Sh I Sh 1 7.5'--10,5' Trace Organic Material SILTY SAND WITH SOME GRAVEL 5h Gray v 6 . 0' -a3 , 0' Samples Thawed ° Following Recovery 21 Sh 6.0'-43.0' No Visible Ice, Nb o� 9 53, 6%, SC SILTY SAND WITH TRACE CLAY AND GRAVEL Gray ld, 5' - 43 , 0' Scattered Cobbles and Boulders p , r j SILTY SAND WITH TRACE CLAY AND GRAVEL Gray 33.01 12 Ref,, 50/2,0", 80, SM-5C 009 GRAVELLY SAND WITH SOME: SILT AND TRACE CLAY Gray .01 p' O o13 f•a Ref., 70/5.0", 80, SM-SC GRAVEL WITH SOME SAND �ar�d 0 AND SILT, TRACE CLAY 0�0 9 Gray 0"e�o 43,0' T.D. Thermal Probe Installed to 43.0' PREPARED BY! PREPARED FOR; BORROW AREA H ' AUGER HOLE AH-116 R&M CONSULTANTS, INC. Scale: 1"=4' Elevation 2188.4' 0.0' AH-H7 A.B._V__ 7-15- 0.0' Tm 0' Sit 5' Sh D 0' Sh LAY Sh 1 ,0 Sh t Sh SILT Sh 5h 5.71 Sh ck 7.5' f Sh O.7'T.D. Thermal Probe Installed to 30.7' PREPARED BY PREPARED FOR' BORROW AREA H AUGER HOLE AH-H7 R&M CONSULTANTS, INC. Scale: 1"=4' N N 3 6 C 2 2 3 ORGANIC MATERIAL N N Dark Brown ^' ^' 1. S' --4. S' No Visible Ice Nbn N N SANDY ORGANIC MATERIAL, Dark Brown FDSILT WITH SOME SAND , TRACE CLAY AN ORGANIC MATERIAL. Dark Brown 5, l/io, NiL-CL SANDY SILT WITH TRACE GRAVEL AND Gray o• 6 l5 , 17°a , ML-CL • o• 7 16, 160, CL • SANDY SILT' WITH SOME CLAY AND TRACE GRAVEL • a• • Gray .o • • a_ o •o �• 8 3l , SAND WITH SOME CLAY, GRAVEL, AND o Gray 9.0' -25. 7' Samples Thawed When � •' Recovered b o • .'O• 9 32, lie, SC o• .d 9.0`-25.7` No Visible Ice, Nb n'. v �, 0 60, 130, SC ll Ref., 100+/12,0" .o a 25,7'-27.5' Highly Weathered Bedro • o.° Gray brown �A�i'iyLRED BEDROCK l• Ref. 100+/12.0" 0.0' AH-I18 Elevation 2093.5' A.B_� 7-17-81 0.0 .._.. .—_—._..^25.0' ORGANIC MATERIAL WITH SOME Sh � 9 89 , 6 0 , GC -GM A 1 Black SILTY GRAVEL WITH SOME A ^' 2a 3.0'-5.0' Scattered Cobbles SAND AND TRACE CLAY r Gray SILT WITH SOME CLAY AND o ORGAAIC MATERIAL Brown , D, o°o� Sh 0 3 7 3 Sho " 10 86 SILT WITH SOME CLAY, SAND oob AND GRAY'L, Brown 6.5' o Sh 0 4 15, 140 e° ° 6.5'-35.0' No Visible Ice,Nbno Sh 5 23, 120, SC Ski �° 11 Red . 50 5 , 0" 35.01 Sh :.• 6 26, 130, SC T.D. SAND �,IZTII SOME SILT, Thermal Probe Installed to 35.0' °. GRAVEL AND CLAY i-�l:owll o� o • o Sh ov QO 7 80, 7 0 , GC --GM b o° SILTY GRAVEL WITIi SOME oQ SAND AND TRACE CLAY ,.a Gray .p p o0 DD •A�O Sh o 8 50, 60, GC -GPI 9'0 o•O, Oo 25.01 PREPARED BY PREPARED FOR; J RVA-1 BORROW AREA H AUGER HOLE AH-H8 R&M CONSULTANTS, INC. Scale: 1"-4' i __ LABORATORY TEST DATA r-I O 1 U 0 z O W � a r H la N O 4J U O z W } H ~ Q cr o a a a H a 0 V �- z U) w N 4- z }. a (r O J F— a z O o m a L.L O C U) U a} U •4 G c V) H d A ro Ln U (d N -,1 G Ln 3-! 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LABORATORY COMPACTION CONTROL REPORT Job Name and Location Susitna (Watana Architect or Engineer Acres American Inc . Contractor A. Description of Soil: Poorly Graded 'Till'., SILTY GRAVEL AND _aAND W./TBAr'E� Unified AASHO Material Mark G Classification GC --SC Classification Source of Materiot Borrow Area H Sample No. W--80-256 NaiuralWater Content 10.9 % Noturol Dry Density PCF Specific Gravity Liquid Limit 21.7 % Plastic Limit %Plasticity Index B. Test Procedure Used T 180 Method.. "n" -- AASHTO C. Test Results: Maximum Dry Density 139.0 PCF Optimum Water Content 6.2 Sieve Analysis Size % Passing 2 11 100 1 V1 95 1 " 88 140 3/4" 84 1/2" 81 3/8" 78 # 4 71 # 10 64 ~o # 40 53 0 #200 38.2 . 02mm 24.3 n t 35 .005 13.6 U .002 8.6 a ui m J 1 1- F- N U 130 O 6 5 10 15 WATER CONTENT — PERCENT OF DRY WEIGHT F.4 BORROW SITES I AND J TEST PIT/TEST TRENCH LOGS A 25 OF Rol not, a�' 2 PkI MOB 15624% "a - K"- 7L MIT., 2, "1 1h OWN` IF isms) Opt oN w-, 'u oom' N too g LIS, I- - S Ask A 0 HIT I Wn OEM way .4 st, -z, —7-j ALASKA POWER AUTHORITY . ... ... .. .. SLISITNA HYDROELECTRIC PROJECT oil . . .. .... .. . .... . Ll list RIVER ALLUVIUM ENV TEST PITS 7t a P4. tea LOCTAKON PLAN _Elr_�2 �K/i DRW lot TP-R1 9-17-81 G Q. • 0 '0'0L 1 o�Q.O• GRAVEL WITH S014E SAND o'O D0 p.� p AND SCATTERED COBBLES Brown G o o .QO. O. O GP :ddoop G 600O o a G o6.0.0 0, p Do °o0d o CrP 3 S G ODo O�. GP Ce TP-R2 9-17-81 O GP �tJo.o 0o'0.000 O•�o p . ' Q GRAVEL WITH SOME SAND AND o O 'n�''Q SCATTERED COBBLES V. On Brown 0000. 0.��o o' 0 D• 0 . . 4.5'T.D. 5.0'T,D. Prepared by- Prepared for: - -RIVER ALLUVIUM ® TEST PITS [R&M CONSULTANTS, INC. TP-Rl, R2 Scale: 1"=2' TP-R3 9-17-81 O. a• o.dp 0. G :off 0 o. GRAVEL, WITH S014E SAND AND SCATTERED COBBLES p.�O 0� �• Brown Q0a 0O.o. .0 0 o;o. GP n,m:,�.' gN TP-R4 9-17-51 T. o�o�Qa ooQ�•oo. a o9Q:�4 G rrEEHeCl D : R&M CONSULTANTS, INC. SANDY GRAVEL WITH SCATTERED COBBLES Brown O GP RIVER ALLUVIUM TEST PITS TP-R3, R4 13 1 5.5'T.D. I 4.5IT. D. Scale: 1"=2' TP--R5 9--18-81 .D 0o G �.�: Ol GW :D.R.n O.- SANDY GRAVEL o.. : Brown 2.0 IV 0-0' —3.0' GW i J. .Q�j.• SANDY GRAVEL WITH SCATTERED COBBI,ES Brown 4.5'T.D. TP-R6 9-18-81 0.0` ORGANIC SANDY SILT WITH TRACE Black to Brown 2.01 2.0' G O2 ML-SM SILTY SAND WITH TRACE ORGANICS Black to Brown 5.0'T.D. Prq5ared by: Prepared for: RIVER ALLUVIUM ® ® TEST PITS TP--RS , R6 FR&M C NNSII_TA'NJ T9. INC. Scale: 1"=2' TP-R7 9-18-81 G .�j . 3. 5' TP-R8 9-17--81 (i Goa SANDY GRAVEL Brown o,5P SAND WITH SOME GRAVEL \ Brown 1.0' (�: ''� GRAVEL WITH SOME SAND AND SCATTERED COBBLES • �J;�Q; Brown and Gray rreparea Dy : 9 Qlb' �.j- R&M coNsuLTAN'TB, INC, RIVER ALLUVIUM TEST PITS TP--R7 , R8 0.0' 3.5' 4.0'T.D. m m 2.5'T.D. Prepared for: Scale: 1"=2 TP-R9 9-18-81 G O Sm Brown and Gray 1.5' Scattered Cobbles SAND WITH SOME SILT AND TRACT; ORGANICS ti 3.3' Boulder Water Table Not Encountered, TP--R10 9-18-81 G O SM ''. SILTY SAND Gray G o o �'... :..; 2 SM-Sp GRAVELLY SAND WITH SOME SILT Brown Water Table Not Encountered 3.5'T.D. on 5.5'T.D. Pr22Eed by-, 11repared for: RIVER ALLUVIUM 9�2 ® y TEST PITS TP--R9 , RIO R&M CQNSULTANTS, INC. Scale: 1"=2' 3.5 TP-R11 9-18-81 G E'P-R12 9-19-81 G G Water Table Not Encountered. (1) G%q SANDY GRAVEL 3.31 O GP GRAVEL WITB SOME SAND \Brown Boulders at 4.0' q 0'T D rreparea ay: U I 4=m Ir �2� R&M CONSULTANTS, INC. RIVER ALLUVIUM TEST PITS TP-Rll, R12 0.0' 5.WT. D. -Prepared for. Scale: 1"=2 [el G G G TP-R13 9--19-81 Water Table Not Encountered. TP-R14 g-19-f31 Water Table Not Encountered �i� 6.0'T.D. Prepared b ed for: RIVER ALLUVIUM '® ® TEST PITS TP-R13, R14 R&M CONSULTANTS, INC, Sac1e; 111-2' TP--R15 9-20-81 0.01 ORGANICS Dark Brown .• 1.0 ' G 0 SILTY SAND WITH T-RACE ORGANICS Brown G = J? Q S M 6.0' Cobbles 6.0'T.D. Water Table Not Encountered TP-R16 -20-81 0.0' Q sm SILTY SAND WITH TRACE ORGANICS ;_• Gray " ^6 SANDY GRAVEL WITH TRACE SILT zigKn� Brown G 4. yCJU�lS=i If 2) GW -GM 5,5'T,D. Water Table Not Encountered TP-R17 9-20-81 G • t o�� n 1 GW (�11 GRAVEL WITH SOME SAND AND ftiQ Ali SCATTERED COBBLES 4.0' G TP-R18 G G Water Table Not Encountered O2 GP -GM SANDY GRAVEL WITH TRACE SILT Brown r, ' 4.0' 4.5'T.D. i 5.0'T.D. Pr22Eed by- Frepared for: RIVER ALLUVIUM ® TEST PITS R&M CON5ULTANT9, INC. TP-R17, R18 Scale: 1"=2' TP-R19 9-21-81 0.0' G SAND WITH SOME GRAVEL, TRA0 Q" ORGANICS AND SCATTERED COBBLES Brown 3.0' SAND WITH SOME GRAVEL Brown G Qsw-sP q.o'T.D. Densly Packed Cobbles and Boulders at 4.0' Water Table Not Encountered TP-R20 9--21-81 G m SM-SP 1.0' SANDY GRAVEL WITH TRACE .SILT AND SCATTERED COBBLES Brown Water Table Not Encountered. rreparea Dy: 9 CS R&M CONSULTANTS, INC. RIVER ALLUVIUM TEST PITS TP-R19, R20 .o'T,D. Scale: 1"=2' TP-R21 G G Water Table Not Encountered. TP--R22 9-21--81 G ( Q GR-QM. Ostir�. •' ' y�/{�(��y[j� `'' ` (J�/• SANDY GRAVEL WITH SOME (4110', .• SILT AND SCATTERED COBBLES Brown O GW GRAVEL WITH SOME SAND AND \SCATTERED COBBLES Brown Water Table Not Encountered. 4.5'T.D. m 4.5' S.0'T.D. Prepared by: Prepared far: ® RIVER ALLUVIUM ® TEST PITS R&M CONSULTANTS. INC. TP-R21, R22 scale: 1"=2' LABORATORY TEST DATA (1) u) •A U 4A Ili a •14 � U � I i a � a d° •rl O O O O O N O O �O O N N O r-3 d` O M r1 N d' N a0 co \ M M Lf3 d' cA \ Ln M r-I � N r-I O N Q� - N M 0� _ O d, O F,o N O to H M 0 H O 00 �d �4 E-i a H V a ul LiH a Y Q i w m 4- 0 00 m CN u A 0 I w t- a a IN LL O U •rl N U 4) H 0 ro rd � o •° rd LO �4 r. CN 0) V 0 E -H O F[ U] U] (n 41 LIJ U G o KC z Z U E-i V LLJ�W O 0 a U a Mill 11INIIIIII-0 1-1101INNEIIIIN Bill, z N N a a f- z w u a w a J a z a w w w F- O z N Y a w W Cl) 4- 0 �r 6 z LLI 0 r- a m a rn N 47 A O 4-J O U � O LLI } F cr a a a Q F— Q U � z Cn W N Q � Q N � z O m U Q J LL O Q Cn U +1 U . O H O z� Ln W 41 cV ra Ln U} O CW!! U] 4ri W V � F z � H w z w C) H O a U Cr to � a EEE P4U), t o i i n Ln i O {o N m AN I M fn "0 n m I m N 00 -1 N OD 00 Ln Lo d' 00 rm-I CD m Lnd Ln r ] I N N O ri O O N r4 Oc O N O � �! 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