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F SOIL SUITABILITY STUDY <br /> MRS. BELLE B. SOARES PROPERTY <br /> 16147 WEST BETHANY ROAD <br /> TRACY, CALIFORNIA 95376 <br /> 'f FOR PA-03-315; APN:209-310-30 <br /> ,w <br /> �F <br /> i March 29, 2004 <br /> Prepared by <br /> I �I <br /> Walter E. Curtis <br /> < Civil Engineer <br /> r C.E.No. 11584 <br /> 418 Matthew Plaza,Lodi, California 95240 <br /> Phone'. (209)368-4159 <br /> Proiect 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 C Naglee Burke Tract",Maps <br /> &Plats Book 5,Page 18, San Joaquin County Records). The planned development is to divide the 40 acres <br /> 4 parcel into two parcels,Parcels 1 and 2.Parcel No. 1 is to contain 2.00 acres net and Parcel 2 is to contain <br /> k 38.00 acres net, all as depicted on the attached "Tentative Parcel Map", <br /> I <br /> Test Results: <br /> Parcel I Test Hole Shallow Test Type Of Se tic S stem Minimum Usable <br /> No. No. Percolation Rate Disposal Area <br /> (Minutes/Inch) (Square Feet) <br /> 1 i P1 120 Mounded 12,040 <br /> P2 240 Mounded 12,000 <br /> Soil Pro �e and Test T es: Only shallow(38"Maximum Depth)percolation tests following Procedure 2 <br /> of the En"ironmental Health Department San Joaquin County Policy For Percolation Test Procedure Policy <br /> 02-02,effective April 25,2002. were conducted. <br /> I <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 Classification: The soil encountered in excavating the Soil Profile Hole was light 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 /> 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 th6'�ground.surface. <br /> Recommendations:Discharging effluent into a 12,00 square feet minimum usable disposal area of <br /> mounded Iseptic systems is recommended for both Parcels 1 and 2. <br /> �f <br /> INV <br /> ce <br /> Q. <br /> %U <br /> -V 11564 Fn s <br /> �� * 'axn��t�s ti21�►f y�. <br /> I �l C1VlL .� <br />