Laserfiche WebLink
REFERENCES <br /> Alton Geoscience, Supplemental Site Investigation, California Department of <br /> Transportation Shop 10 Maintenance Facility, 1603 South B Street, Stockton, <br /> California, July 13, 1992 <br /> Bouwer, H. The Bouwer and Rice Slug Test - An Update, Ground Water, vol. 27, <br /> no. 3, 1989 <br /> Bouwer, H, and R.0 Rice A Slug Test Method for Determining Hydraulic Conductivity <br /> of Unconfined Aquifers with Completely or Partially Penetrating Wells, Water <br /> Resources Research, vol 12, no. 3, pp 423-428, 1976 <br /> Dake, L. P Fundamentals of Reservoir Engineering, Elsevier Scientific Publishing Company, <br /> Amsterdam, Netherlands, 1978 <br /> Fetter, C W. Applied Hydrology, p 592. Merrill Publishing Company, Columbus, Ohio, <br /> 1988. <br /> Freeze, R.A. and Cherry, Groundwater, p. 604, Prentice Hall Publishing Company, <br /> Englewood Cliffs, New Jersey, 1979. <br />. Geraghty& Miller, Inc AQTESOLV Aquifer Test Solver, Version 1.11, Geraghty& Miller <br /> Modelling Group, Reston, Virginia, 1991 <br /> Hantush, M.S. Analysis of Data from Pumping Tests in Leaky Aquifers, American <br /> Geophysical Union Transactions, vol. 37, pp 702-714, 1956. <br /> I <br /> Johnson, P C, M W Kemblowski, and J D Colthart, Practical Screening Models for Soil <br /> Venting Applications, Proceedings of Petroleum Hydrocarbons and Organic <br /> Chemicals in Ground Water. Prevention, Detection, and Restoration, NWWA/API, <br /> Houston, Texas, November 1988 <br /> Johnson, P C, C.C. Stanley, D.L Byars, D A. Benson, and M.A. Acton. Soil Venting at a <br /> California Site, Field Data Reconciled with Theory, Houston Texas, March 1990 <br /> Kruseman, G P and N A. DeRidder. Analysis and Evaluation of Pumping Test Data, p. <br /> 200, Publication 47, Second Edition, International Institute for Land Reclamation <br /> and Improvement, Wageningen, Netherlands, 1990. <br /> Lee, J.W. Well Testing, Society of Engineers of AIME Textbook Series, Vol 1, Dallas, <br /> Texas, 1988 <br /> 8 <br />