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Det R 0t �y <br /> uality (Yontrolinspection nc. <br /> a QC1..o <br /> 7 O MAIN OFFICE <br /> Q 1295 NORTH EMERALD,BLDG.0•MODESTO,CALIFORNIA 95351 •PHONE:(209)527-4940 <br /> BRANCHES <br /> STOCKTON(209)466-8378 MERCED(209)723.2425 <br /> QCI# G-92-752 April 10, 1992 <br /> FOR: George & Betty Van Weerdhuizen <br /> 26159 East Magnolia Avenue <br /> Escalon, CA 95320 <br /> PROJECT: Soil Suitability Study for MS-92-42 <br /> 26159 East Magnolia Avenue <br /> Escalon, CA 95320 <br /> SUBJECT: Percolation Testing <br /> On April 6, 1992 representatives of Quality Control Inspection, <br /> Inc. prepared two percolation test borings on each of the four <br /> proposed parcels on the above referenced property. These test <br /> locations were selected by our Environmental Engineer and are <br /> documented on the attached Testing Report. The testing was <br /> conducted in accordance with San Joaquin County Department of <br /> Environmental Health percolation test procedures and witnessed by <br /> a Registered Sanitarian from the Department. <br /> The percolation test holes were drilled with a B40H Mobile Drill <br /> Rig using an eight-inch O.D. solid stem auger to depths of <br /> approximately 42 inches for the shallow test borings and seven to <br /> twelve feet for the deep test borings. Test hole sidewalls were <br /> scarified and sleeved with four-inch O. D. perforated pipe to <br /> prevent cave-ins and insure test hole integrity. Gravel was added <br /> to the hole bottom and placed in the annular space between the <br /> perforated pipe and the bore hole. The test borings were pre- <br /> saturated 24 hrs before percolation testing, which commenced on <br /> April 10, 1992 . <br /> Our reports and letters are submitted as the confidential property of our clients for their exclusive use.Any publication or reproduction of statements,conclusions or extracts from or <br /> regarding our reports or letters is reserved,contingent upon the written authorization of Quality Control Inspection,Inc. <br />