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09/07/2001 10:36 6842622 CrERLENIGLAYBW rkta_ eZ <br /> KLEIN FELDER <br /> 4" k-10,A, <br /> File No. 20-4476-01_G02 <br /> September 14, 2000 <br /> Mr. Bob O'L",y <br /> Rottmark Investment, LLC <br /> 904 Silver Spur Road, Suite 277 <br /> Rolling Hills Estates,California 90274 <br /> Subject: SOILS SUITABILITY STUDY <br /> CHERRY GLEN SUBDIVISION <br /> FINE AND EASTERN HEIGHTS BROADS <br /> SAN JOAQUIN COUNTY,CALIFORNIA <br /> Dear Mr. 0'Lem7: <br /> Kleinfelder is pleased to present the results of our soil suitability and nitrate loading study,for the <br /> proposed Cherry Glen Subdivision to be located in San Joaquin County, Galifor xia. The purpose <br /> of our study was to determine the suitability of the property for septic tank usage. The study was <br /> performed in general accordance to the mquirements of Section 9-1010M of San Joaquin <br /> County Ordinance. The following includes background information regarding the proposed <br /> development, present and past use of the site, and the historical groundwater information in the <br /> I <br /> project area- In addition, discussions regarding our investigative procedures and the site <br /> conditions encountered during our field exploration, and the results of percolation tests are <br /> presented. Finally, the results of our nitrate loading calculationsand project limitations are <br /> provided, <br /> PROPOSED_DEVEII,_OY_ME11 <br /> I <br /> On a preliminary basis, vire understand the subject 31.5 acre ,project site will be subdivided into <br /> 14 individual lots for single-family residential homes. Appurtenant oonstructiori will include s <br /> paved interior street, various concrete Ilatwork, and buried utilities_ We anticipate the proposed <br /> j homes will be one and/or two stogy, wood frame structures with shallow spread foundations and <br /> owerete slake-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 fort 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 <br /> sewage disposal system consisting of a conventional 1,200 to 1,500 gallon septic tank attd 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 /> rSeptember J 4,2000 <br />� 20447G-D I.GU-i2pQfl R8 23 <br /> 0 20W Kleinrelder,Inc, Page t of 5 <br /> k 111111EI Ituw 1;;_'� L,F.1 \h r!I•}ke.•.!. �IY�Ir ru.( '1 '�r.!I�; r— r.: ' 1• +.L!'. 1',1": '+.� SLG rilr,�l i.lti <br /> F <br /> B <br /> 7 - <br />