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SOIL SUITABILITY S'TitTD <br /> MRS. BELLE B.. E Y <br /> 16147 WEST THANY ROAD W <br /> TRACY, CALIFORNIA 95376 <br /> FOR PA-03-315; APN:209-31.0-30 <br /> ' March 29, 2004 <br /> s Prepared by <br /> Walter E. Curtis <br /> is Civil Engineer <br /> I C.E.No. 11584 <br /> i; 418 Matthew Plaza,Lodi, California 95240 <br /> Phone: (209)368-4159 <br /> '6 <br /> Project Description: To determine the soil's capability on the above captioned property to accommodate <br /> septic systems for home sites. This property is a 40 acres parcel which is a portion of Lots 92 and 93 of <br /> Naglee Park Tract in Rancho El Pescadero, San Joaquin County, California("Naglee Burke Tract",Maps <br /> &Plats Book 5,Page 18, San Joaquin County Records). The planned development is to divide the 40 acres <br /> parcel int6 two parcels,Parcels 1 and 2.Parcel No. 1 is to contain 2.00 acres net and Parcel 2 is to contain <br /> 3 8.00 acres net, all as depicted on the attached "Tentative Parcel Map". <br /> iE <br /> Test Results: <br /> Parcel Test Hole Shallow Test T e Of Se tic System Minimum Usable <br /> No, Percolation Rate Disposal Area <br /> (UnuteAnch) (Square Feet) <br /> 1 y P1 120 Mounded 12,000 <br /> 2 P2 240" Mounded 12,000 <br /> Soil Profile and Test Tvnes: Only shallow(38"Maximum Depth)percolation tests following Procedure 2 <br /> of the Environmental Health Department San Joaquin County Policy For Percolation Test Procedure Policy <br /> 02-02,effective April 25, 2002.were conducted. <br /> iN - <br /> A Soil Profile Hole was excavated on Parcel 2 at the location shown on the attached Percolation <br /> Test Hole Location Map and water was encountered at six(6)feet below the ground surface. <br /> Soil Class ilfication: The soil encountered in excavating the Soil Profile Hole was fight gray clay from 0'to <br /> 5'below the ground surface and light gray clay speckled with light brown silty clay from 5'to 6'below the <br /> ground surface. <br /> II <br /> The soil encountered in excavating the Percolation Test Holes was light gray clay from 0"to 20"below the <br /> ground surface and light brown silty clay from 20"to 38"maximum <br /> below the;ground surface. l <br /> Reeommeirdations:Discharging effluent into a 12,00 square feet minimum usable disposal area of <br /> mounded septic systems is recommended for both Parcels 1 and 2. <br /> t�RE. C <br /> 3 11584 cn , <br /> 1 V4 �a <br /> OF sal`► ° <br />