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SOIL SUITABILITY STUDY <br /> FOR THE <br /> EARL SELLERS PROPERTY <br /> 10979 NORTH MICKE GROVE ROAD <br /> LODI,CALIFORNIA 95240 <br /> MS-01-24; APN: 059-210-37 <br /> TO CREATE TWO PARCELS,PARCEL A TO CONTAIN 5.03 ACRES& <br /> PARCEL B TO CONTAIN 5.00 ACRES,OUT OF A LARGER 10.03 ACRES <br /> PARCEL SITUATE IN THE NORTHWEST QUADRANT OF THE "T" <br /> INTERSECTION OF NORTH MICKE GROVE RD.WITH EIGHT MILE RD. <br /> September 10, 2001 Q��FESSIp,�� <br /> Prepared By @w���R E. C . <br /> Walter E. Curtis -{ <br /> Civil Engineer <br /> C.E. # 11584P E-E-� �l <br /> 418 Matthew Plaza �T'�r� tVt <br /> Lodi, California 95240 <br /> Phone: (209) 3684159 <br /> PROJECT DESCRIPTION: To divide 10.03 acres into two(2) parts. Parcel A is to <br /> contain 5.03 acres and Parcel B is to contain 5.00 acres, all as shown on the attached <br /> "Parcel Map" <br /> I <br /> TEST RESULTS: <br /> Parcel No. Test Hole No. Percolation Rate_(Min. Minimum Usable <br /> Shallow Test(3')Deep Test(25' Max) Area(Square Feet) <br /> A PA 30 10,000 <br /> B PB4 Failed(>60) No Recommendation <br /> B PB5 2.4 12,000 sq. ft. + Pits <br /> SOIL PROFILE: No water was encountered in excavating any of the Percolation and <br /> Soil Profile Test Holes on Parcels A and B to a maximum depth of 23'00". See the <br /> attached"Deep and Shallow Field Percolation Data Sheets",the "Test Holes Location <br /> Map", as well as the text of this report for the specific soil layers character and test hole <br /> location details. Percolation Test Hole PB7 serves as the Soil Profile Test Hole. <br /> WELL WATER ANALYSIS: See the attached"Far West Laboratories, Inc." reporting <br /> letter, dated August 29, 2001, as well as the text of this report regarding Nitrate and <br /> DBCP concentrations. <br /> RECOMMENDATIONS: A 10,000 square feet minimum usable disposal area is <br /> recommended for Parcel A to accommodate a subsurface horizontal leach field. A <br /> • 12,000 square feet minimum usable disposal area plus pits is recommended for Parcel B. <br />