SU0009384 SSNL - Laserfiche WebLink

Home Browse Search

i TM LIVE OAK GEO ENVIRONMENTAL, INC. 407 W.Oak St.,Lodi, CA 95240❖(209)369-0375 s• logelodi.com May 24, 2013 Project Number: 1310 ' James Ross ' Delta Buildings, Inc. 22769 N. Bender Rd. " Acampo, CA 95220 Regarding. Percolation Test ». M2 Winery 3 ° AP 013-150-31 2900 E. Peltier Rd.,Acampo, CA 95220 Dear Mr. Ross, ' Per your request, Live Oak Geo Environmental, Inc. (Live Oak) completed a percolation test for the subject project. We understand that a new winery will be constructed on the property. The parcel is approximately 17 acres in size. The address of the property is 2900 East Peltier Road, Acampo. / One shallow percolation test was conducted on the Site. Percolation test procedures conformed to San Joaquin County Environmental Health Department policy. Soil Borinn On May 20, 2013, Live Oak excavated one shallow soil boring on the Site for the purpose of" conducting a percolation test. The boring was four inches in diameter, 3.20 feet deep, and was excavated by hand auger. The soil in the boring was observed to be brown, sandy silt to the maximum depth of the boring. The boring location is indicated on the attached plate. Preparation and Presaturation of Percolation Test Hole i After the boring was advanced by hand auger, the test hole was completed for the percolation test. Approximately one inch of pea gravel was placed in the bottom of the open soil boring, followed by a 1.5-inch diameter PVC pipe with perforations on the bottom. Pea gravel was then used to backfill a few inches of the annular space. Al Live Oak presaturated the percolation test hole approximately 24 hours prior to the percolation test. The hole was filled with water to a height of 12 inches abode the bottom of the boring for the presaturation. On the day of testing, the shallow hole was found to be intact and dry. Environmental Engineering Geology e . Geophysics