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..W <br /> 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 ��4�F�� <br /> September 3 , 1993 <br /> C- <br /> Prepared <br /> �' a <br /> Prepared By � ' 1 .,=$ �! m <br /> �l <br /> �3fY Ike f2 3,•9G <br /> Walter E. Curtis �pcfV1L �e <br /> Civil F.ngineer \9F C A0`�'�� <br /> C.E. # 11584 <br /> 418 Matthew Plaza <br /> Lodi , California 95240 <br /> Phone: ( 209) 368-4159 <br /> PROJECT DESCRIPTION: To divide an existing parcel totaling 10.0 <br /> acres into two parcels (Parcel 1 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 Minimum Usable <br /> No . (Minutes Per Inch) Disposal Area <br /> (Square Feet ) <br /> 1 P13 40 . 0 10 , 000 <br /> 2 P23 20 . 0 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) "FGL Environmental " <br /> letters , one dated August 20, 1993 and the other dated August 31 , <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 acceptable <br /> alternate facility. <br />