Laserfiche WebLink
MAR 17 1993 <br /> ENVIRONMENTAL HEALTH <br /> PERMITISERVICES SUPPLEMENTAL SOIL SUITABILITY' STUDY <br /> SUPPLEMENTS SOIL SUITABILITY STUDY, DATED JUNE 7 , 1991 <br /> FOR THE <br /> ERNEST K. BROWN PROPERTY <br /> PARCEL MAP MS-90-79 , PARCEL NO. 5 ONLY <br /> (A Portion Of Section 7 , T.4N. ,R. . 9E. ,M.D.B.&M. <br /> & A Portion Of Section 12 , T.4N. ,R. 8E. ,M.D.B.&M. ) <br /> Prepared By <br /> Walter E. Curtis <br /> Civil Engineer <br /> C.E. # 11584 <br /> 418 Matthew Plaza <br /> Lodi , California 95240 <br /> Phone: (209) 368-4159 <br /> March 17 , 1993 <br /> PROJECT DESCRIPTION: The overall project covered in my <br /> Soil Suitability Study dated June 7 , 1991 is to subdivide <br /> about a 324 acre parcel into eight (8) parcels . Seven (7) <br /> parcels are about 40 acres in size and the designated <br /> Remainder Parcel is about 44 acres in size. This <br /> Supplemental Soil Suitability Study, however , involves only <br /> a soil profile study on Parcel No. 5. This soil profile <br /> study is provided in addition to the two covered in my Soil <br /> Suitability Study, dated June 7 , 1991 because the <br /> construction now proposed on Parcel No. 5 is different than <br /> that which was planned back in 1991 . <br /> SOIL PROFILE: See the attached "Soil Profile Sheet" and <br /> "Parcel Map" , as well as the text of this report . <br /> RECOMMENDATIONS : This additional soil profile study shows <br /> that a leach field installation is appropriate on Parcel No . <br /> 5 as recommended previously in my June 7 , 1991 Soil <br /> Suitability Study. The soil studied in the soil profile hole <br /> of this additional soil profile study is representative of <br /> the soil previously reported on for Soil Profile Hole No. 1 , <br /> also on Parcel No. 5 . Nothing new was found to change the <br /> recommendations reported on in my June 7 , 1991 Soil <br /> Suitability Study. <br /> �QQ,®i P33tp�9 <br /> 1 <br /> E. CGS Fes, <br /> 3 1 VzS4 6 <br /> wru I2.3hq � <br /> F C fil F�u�'��Q <br /> .. I <br />