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..r <br /> DEC 2 2 1992 <br /> ENVIRONMENTAL HEALTH <br /> SOIL SUITABILITY STUDY <br /> PERMIT/SERVICES <br /> FOR THE <br /> JAMES AND SHIRLEY KAUFFROATH PROPERTY <br /> PARCEL MAP NO. MS-92-1499 PARCEL NOS . 1 AND 2 <br /> 24571 NORTH KENNEFICK ROAD, GALT, CALIFORNIA 95632 Qq©�Ir3S/gti <br /> December 9, 1992 �c� �t� E. Cvq��a <br /> Prepared By G <br /> M <br /> Walter E. Curtis , <br /> Civil Engineer lel <br /> C.E. # 11584 fOFCi1O <br /> 418 Matthew Plaza <br /> Lodi , California 95240 <br /> Phone: ( 209) 368-4159 <br /> PROJECT DESCRIPTION : To divide a 40 acre parcel into two parcels , <br /> Parcel Nos . 1 and 2 . Parcel No. 1 is to contain 37 acres and Parcel <br /> No . 2 is to contain 3 acres . The present 20 acres parcel has a <br /> homesite on it and will be situate in the northeast corner of <br /> Parcel No. 2 in the planned divided condition. <br /> TEST RESULTS : <br /> Parcel No. Test Hole Percolation Rate Minimum Usable <br /> N0 . (Minutes Per Inch) Disposal Area. <br /> ( Square Feet ) <br /> 1 P1 (3 ' ) 30 10 ,000 <br /> 2 P2 (3 ' ) 17 8 , 000 <br /> Soil Profile: No water was encountered in excavating the Soil <br /> Profile and Percolation Test Holes to a maximum depth of ten <br /> ( 10) feet . See the attached "Field Percolation Data Sheet" and <br /> "Parcel Map" as well as the text of this report for specific <br /> soil layer , character and location details . <br /> Well Water Analysis : See the attached three (3) "FGL Environmental " <br /> letters ( two letters are dated November 23 , 1992 , and the remaining <br /> letter dated December 2 , 1992) as well as the text of this study <br /> report . <br /> RECOMMENDATIONS : Effluent is recommended to be discharged into <br /> 10 , 000 square feet and 8 ,000 square feet minimum usable disposal <br /> areas for Parcel Nos . 1 and 2 , respectively, to accommodate <br /> subsurface horizontal leaching fields . However , if the site <br /> selected for development is at a different location than the site <br /> tested and due to the variable nature of the soils in this general <br /> area , careful note of the soil character and nature should be taken <br /> at the time of construction at the specific site selected for a <br /> planned septic system and the discharge of effluent into a <br /> combination of leach lines and seepage pits be considered for use <br /> as an alternate system. <br />