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may. <br /> kn KLEINFELDER <br /> An emhfoyee awned CO"Wny <br /> File No. 20-4476-01.G02 <br /> October 11, 2001-(revised) <br /> OCT z 1 zoal <br /> ENVIRONMENT HEALTH <br /> Mr. Michael Badway PERMIT/SERVIGES i <br /> Cherry Glen Development, L.L.C. <br /> Post Office Box 1328 <br /> Stockton, California 95201-1328 <br /> Subject: SOILS SUITABILITY STUDY <br /> CHERRY GLEN SUBDIVISION <br /> FINE AND EASTERN HEIGHTS ROADS <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> Dear Mr. Badway: <br /> I <br /> Kleinfelder is pleased to present the revised results of our soil suitability and nitrate loading <br /> study for the proposed Cherry Glen Subdivision to be located in San Joaquin County, California. <br /> The purpose of our study was to determine the suitability of the property for septic tank usage. <br /> The study was performed in general accordance to the requirements of Section 9-10100(9 of San <br /> Joaquin County Ordinance. The following includes background information regarding the <br /> 'proposed development, present and past use of the site, and the historical groundwater <br /> information in the project area. In addition, discussions regarding our investigative procedures <br /> and the site conditions encountered during our field exploration, and the results of percolation <br /> tests are presented. Finally, the results of our nitrate loading calculations and project limitations <br /> E <br /> are provided. <br /> PROPOSED DEVELOPMENT <br /> I <br /> On a preliminary basis, we understand the subject 31.5 acre project site will be subdivided into <br /> 14 individual lots for single-family residential homes. Appurtenant construction will include a <br /> paved interior street, various concrete flatwork, and buried utilities. We anticipate the proposed <br /> homes will be one and/or two story, wood frame structures with shallow spread foundations and <br /> concrete slab-on-grade floor systems. Grading plans were not available at the time this report <br /> was prepared. However, as site topography is relatively level, cuts and fills during earthwork are. <br /> anticipated to be minimal (3 feet or less in vertical extent) in order to provide level building pads. <br /> We anticipate that waste disposal for each residence will be provided by an individual on-site I <br /> sewage disposal system consisting of a conventional 1,200 to 1,500 gallon septic tank and leach <br /> trench disposal field. We anticipate that disposal trenches may be cut deep in intersect suitable <br /> percolating soils or shallow leach lines will lead to seepage pits or wells for disposal of effluent. { <br /> 20-4476-0 l.G02/2011R1242 Page I of 6 <br /> ©2001 Kleinfelder, Inc. October If,2001 J <br /> KLEINFELDER 2825 East Myrtle Street, Stockton,CA 95205-4794 (209)948-1345 (209)948-0621 fax <br /> i <br /> 1 <br />