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SOIL SUITABILITY STUDY <br /> FOR PA: 0300587, APN: 005-141- 29, <br /> FOR MATRISCOPE INC. <br /> 25655 NORTH STATE HIGHWAY 99 <br /> WEST FRONTAGE ROAD, ACAMPO, CA 95220 <br /> December 23, 2003 <br /> Prepared by <br /> Walter E. Curtis <br /> Civil Engineer <br /> C. E. No. 11584 <br /> 418 Matthew Plaza, Lodi CA 95240 <br /> Phone: (209) 368—4159 <br /> Project Description: To establish a commercial rental storage business on an old <br /> previous restaurant or cafe commercial property. <br /> Test Results: <br /> Parcel No. Test Hole 3' Deep Percolation 25' Max. Deep Percolation Minimum Usable <br /> No. Rate (Minutes/Inch) Rate (Minutes/Inch) Disposal Area <br /> (Square Feet) <br /> 1 S 1 Failed to meet S.J. Co. Stds. No Recommends <br /> 1 DI 27.78 12,000 Sq. Ft. + Pits <br /> Soil Profile and Test Types: No water was encountered in excavating any of the shallow <br /> and deep percolation test holes to a maximum depth of 17.30 feet on the above parcel. <br /> Percolation Test Hole D1 was selected to serve as the Soil Profile Hole (SPH). The <br /> project site is situate in a red zone area established by the San Joaquin County <br /> Environmental Health Department which needs to have both shallow and deep <br /> percolation tests performed. <br /> Well Water Analysis: There is a well on the subject property but electrical connections <br /> have been disconnected and, at this time,there is no electrical energy to operate the pump <br /> to obtain a water sample to test the well water for Dibromochloropropane (DBCP) and <br /> Nitrate (NO3) concentrations. <br /> Recommendations: Discharging effluent into a 12,000 sq. ft. minimum usable disposal <br /> area with seepage pits is recommended for the subject property. <br /> Q�dFES$ <br /> RPE.,��� Cgo <br /> UA <br /> 3 115,84 r <br /> CIVI <br /> �. XPIR�512�3�� <br /> �4$0F CAti���`� <br />