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{ CORRECTED SOIL SUITABILITY STUDY <br /> FOR THE <br /> LISA WARD PROPERTY E <br /> i <br /> A 41 .019 ACRES PARCEL LOCATED ABOUT 0.33 MILE <br /> SOUTH OF THE "T" INTERSECTION OF DURHAM FERRY, <br /> KASSON ROADS AND AIRPORT WAY WITH ACCESS OFF OF <br /> THE EAST SIDE OF DURHAM FERRY ROAD AT TRACY, f ; <br /> CALIFORNIA IN SAN JOAQUIN COUNTY <br /> APN: 255 — 340 — 04 <br /> oe�oFEss,o��! 1 <br /> w � gE. c <br /> April 2, 2004 <br /> 3 11584 rn <br /> Prepared By co <br /> WALTER E. CURTIS �if3►1 ` <br /> CIVIL ENGINEER <br /> C. E. NO. 11584 Q$ <br /> 418 MATTHEW PLAZA <br /> LODI, CALIFORNIA 95240 <br /> PHONE: (209) 368 4159 <br /> PROJECT DESCRIPTION: To separate out a 41.019 acres parcel along with five (5) <br /> other parcels'of about the same size from a larger parcel in excess of 240 acres in size for <br /> selling and future development. <br /> TEST RESULTS: <br /> Parcel No. Test Hole No Percolation Rate Minjpch Minimum Usable <br /> Shallow Test 3' Deep max Area(Square Feet <br /> 4 PH 6.32 6,000 <br /> SOIL PROFILE: No water was encountered in excavating the Percolation or Soil <br /> Profile test hales on the subject parcel to a maximum depth of 10'03". Refer to the <br /> attached"Field Percolation Data Sheet", "Development Plan" and"Parcel Map" as well <br /> as the text of this report for the specific soil layers character and test hole location details. <br /> WELL WATER ANALYSIS: Well water testing and analysis is not an integral part of <br /> this report. Well water sampling and testing is the responsibility of the property owner <br /> who will subunit this information separate and apart from this report. <br /> RECOMMENDATIONS: A 6,000 square feet minimum usable disposal area is <br /> recommended for the 41.019 acres parcel to accommodate a subsurface horizontal leach <br /> field. However, ponding noted on the gravel roads providing access to all of the <br /> aforementioned six(6) parcel indicates there could be areas of high clay content in some <br /> I+ areas and careful selection of any planned septic system would be wise. <br /> it <br />