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SOIL SUITABILITY STUDY <br /> FOR THE <br /> JAMES AND JOYCE LIPSETT PROPERTY <br /> PARCEL MAP NO. MS-92-189 , PARCEL NOS . 1 & 2 <br /> 23045 North Sowles ROAD, ACAMPO, CA. 95220 <br /> September 3 , 1993 <br /> Prepared B 84 <br /> Walter E. Curtis 1'•% 'a�i23�-9G// ,% <br /> Civil Engineer ����- I <br /> C. E . # 11584 F=''C <br /> 418 Matthew Plaza <br /> Lodi , California 95240 <br /> Phone : ( 209) 368-4159 <br /> PROJECT DESCRIPTION: To divide an existing parcel <br /> acres into two parcels (Parcel 1 totaling 10 . 0 <br /> is to contain 5 . 0 acres , and <br /> Parcel 2 is to contain 5 . 0 acres . <br /> TEST RESULTS : <br /> Parcel No . Test Hole Percolation Rate <br /> No . -Minimum Usable <br /> (M.iniates Per Inch) Disposal Area <br /> IP13 40 . 0 ( Square Feet ) <br /> 2 P23 20 . 0 10 , 000 <br /> 8 , 000 <br /> SOIL PROFILE: Perched water was encountered in excavating the Soil <br /> Profile Test Hole to a maximum depth of ten ( 10) feet . Perched <br /> water was first encountered, during the excavation at eight (8) <br /> feet below the ground surface . Subsequent to the excavation, the <br /> perched water level stabilized at an elevation of seven (7 ) feet <br /> below the ground surface . Refer to the "Field Percolation Data <br /> Sheet " , and the "Tentative Parcel Map" as well as the text of this <br /> report under "Soil Profile Test " for specific information regarding <br /> soil layers , soil character , and test hole location details . <br /> WELL WATER ANALYSIS : See the attached two ( 2 <br /> letters , one dated August 20 , 1993 and theotherGdated1Augustt31 , <br /> 1993 as well as the text of this report under "Well Water Analysis" <br /> for specific details and information . <br /> RECOMMENDATIONS : 10 , 000 , and 8 , 000 square feet minimum usable <br /> disposal areas are recommended for Parcel Nos . 1 and 2 . <br /> respectively, to accommodate subsurface horizontal leaching fields . <br /> However , due to the careful selection of the holes to be tested for <br /> percolation and reported on in this report and also in conformance <br /> with past construction performed in this geographical area , leach <br /> lines used in combination with pits appears to be an accPntahto <br /> alternate faciliry <br />