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DEC 0 3 1992 <br /> SOIL SUITABILITY STUDY ENVIRONMENTAL HEALTH <br /> FOR THE PERMIT/SERVICES <br /> EVERED J . (RED) MASON PROPERTY <br /> PARCEL MAP NO. MS-91-40 , PARCEL NOS . 1 AND 2 <br /> 28499 NORTH NICHOLS ROAD, GALT, CALIFORNIA 95632 <br /> December 2 , 1992 QROfES,��By <br /> E. CG9 <br /> Prepared By (� pp <br /> .i84 V) A <br /> Walter E. Curtis oc a# <br /> Civil Engineer �7� �u12.31. <br /> C.E. # 11584 <br /> 418 Matthew Plaza 9lFOFCRL�`, <br /> Lodi , California 95240 <br /> Phone: (209) 368-4159 <br /> PROJECT DESCRIPTION: To divide an 88 acre parcel into two parcels , <br /> Parcel Nos . 1 and 2 . Parcel No . 1 is to contain 30 acres and Parcel <br /> No . 2 is to contain 58 acres . The present 88 acre parcel has a <br /> homesite on it and will be situate near the west boundary line of <br /> Parcel No . 1 in the planned divided condition. There is also a barn <br /> on the present 88 acre parcel and it will be situate in the <br /> southeast corner of Parcel No. 1 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 ' ) 10 6 ,000 <br /> 2 P2 (3 ' ) 20 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 /> Wel ] Water Analysis : See the attached three (3 ) "FGL Environmental " <br /> letters , one dated November 19 , 1992 and two dated <br /> November 23 , 1992 , as well as the text of this study report . <br /> RECOMMENDATIONS : Effluent is recommended to be discharged into <br /> 6 , 000 and 8, 000 square feet minimum usable disposal areas for <br /> Parcel Nos . 1 and 2 , respectively, to accommodate subsurface <br /> horizontal leaching fields . However , due to the known historical <br /> variable nature of the soils in this general area, and if a <br /> different site for a planned septic system is selected at the time <br /> of construction than that tested, careful note of the soil <br /> character and nature should be taken at the time of construction at <br /> the specific site selected and a system using leach lines with pits <br /> at their ends could be incorporated which has worked well in the <br /> past and would appear to be an acceptable alternate. <br />