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knKLE1 N FELE <br /> File No. 20-1008-49 <br /> April 6, 1994 <br /> Mr. Gabe Karam <br /> San Joaquin County <br /> Department of Public Works <br /> F.O. Box 1901 <br /> Stockton, CA 95201 <br /> Subject: ASSESSMENT OF SIDESLOPE INFILTRATION <br /> HARNEY LANE LANDFILL <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> Dear Mr. Karam: <br /> Enclosed with this,letter is a report-(Attachment 1) that-assesses rainwater infiltration on the 2:1 <br /> IP <br /> sideslopes at Harney e Landfill. The.p ose of s,assessent-is to evaluate whether a <br /> Chapter 15 cap:will perform better on,these steep sides]opes than the existing cover (a layer of <br /> compacted soil at:least 5 feet thick): _`Performance of,'each scenario was evaluated using the <br /> .4 E: computer model:Hydrologic.Evaluation of Landfill;-Performance.'(HELP). Results of the <br /> modeling shows that there is little difference between the existing cover and a Chapter 15 cap <br /> on the 2:1 sideslopes. Please call if you have any questions or require additional information. <br /> Sincerely, <br /> KI KDiFELDER, INC. <br /> Tim Crandall, P.E. <br /> Project Eng' <br /> Ron Heinen, G.E. <br /> Regional Manager <br /> GSM:md 4/94 <br /> Enclosure <br /> I <br /> File No.20-1008-49 <br /> April 6, 1994 <br /> Copyright 1994 Kleinfelder, Inc. Page 1 of 5 <br /> I <br /> KLEINFELDER 2825 East Myrtle Street, Stockton, CA 95205 (209) 948-1345 <br />