Laserfiche WebLink
� o <br /> C E C 3 0 1992 <br /> SOIL SUITABILITY STUDY ENVIRONMENTAL HEALTH <br /> FOR THE PERMIT/SERVICES <br /> JAMES W . OWENS PROPERTY <br /> PARCEL MAP NO. MS-92-188 , PARCEL NOS . 1 AND 2 <br /> 7719 EAST PELTIER ROAD, ACAMPO, CALIFORNIA 95220 <br /> ��,pFESsl6,y <br /> December 30 , 1992 E. C A!� <br /> /` G� c� <br /> Prepared By ((( i <br /> `J 11:384 <br /> Walter E . Curtis � y <br /> \ fid i2-31 <br /> Civil Engineer *J'j. L.1V1`- <br /> C.E. # 11584 <br /> OF C aUc�a <br /> 418 Matthew Plaza <br /> Lodi , California 95240 <br /> Phone: (209) 368-4159 <br /> PROJECT DESCRIPTION : To divide a 20 acre parcel into two ( 2) <br /> equal parcels , Parcel 1 to contain 10 acres <br /> and Parcel No . 2 to contain 10 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 P1 17 . 1 8 ,000 <br /> 2 P2 6 . 7 6 , 000 <br /> SOIL PROFILE: No water was encountered in excavating the <br /> Percolation and Soil Profile Test Holes to a maximum <br /> depth of ten ( 10) feet . See the attached "Field <br /> Percolation Data Sheet" and "Parcel Map" as well as <br /> the text of this report for the specific soil layer , <br /> character , and location details . <br /> WELL WATER ANALYSIS : See the attached three (3 ) "FGL Environmental " <br /> letters , all dated December 8 , 1992 , as well <br /> as the text of this report . <br /> RECOMMENDATIONS : 8 , 000 and 6 ,000 square feet minimum usable <br /> disposal areas are recommended for Parcel Nos . 1 <br /> and 2 , respectively , to accommodate subsurface <br /> horizontal leaching fields . However , due to the <br /> variable nature of the soil in this general area, <br /> if the site selected for development is at a <br /> different location than the site tested , careful <br /> note of the soil character and nature should be <br /> taken at the time of construction at the specific <br /> site selected for a planned system and the <br /> discharge of effluent into a combination of leach <br /> lines and seepage pits be considered as an <br /> alternate system. <br />