Laserfiche WebLink
L <br />L <br />i` <br />L <br />L <br />L <br />6. <br />'.44NEIL O. ANDERSON <br />A N D A S S O C I A T E S <br />February 3, 2006 <br />NOA Project Number:E05171A <br />Kirk Aguer, Property Owner <br />C/O Dillon and Murphy Consulting Civil Engineers <br />720 Atherton Street <br />State College, PA 16801 <br />Subject: Percolation Tests for Septic System Disposal Fields <br />14880 East Jahant Road <br />Acampo, CA <br />95220 <br />Dear Mr. Aguer, <br />GEOTECHNICAL <br />ENVIRONMENTAL <br />INSPECTIONS t TESTING <br />LABORATORY SERVICES <br />POOL ENGINEERING <br />POST TENSION DESIGN <br />Per your request, our office has completed three (3) deep and three (3) shallow percolation tests <br />on the subject property which is located at 14880 East Jahant Road, Acampo, California. The <br />property size is 140.8 acres in size and is presently agricultural land. Mr. Louis Mendez of <br />Dillon and Murphy Engineers requested that our office conduct percolation tests to satisfy a <br />requirement of the Environmental Health Department for siting a new residential septic system. <br />The percolation test hole locations are indicated on the attached site map. The percolation test <br />hole for Parcel 1 was located 700 feet to the south of East Jahant Road and 50 feet to the west of <br />the proposed eastern property boundary line. The percolation test hole for Parcel l was located <br />300 feet south of the proposed northern property line and 700 feet to the east of the proposed <br />western property boundary. The percolation test hole for Parcel 3 was located 420 feet to the east <br />of the proposed western property line and 1301 feet to the south of the Jahant Road. <br />The drilling of three, twenty-five (25) foot and three, three (3) foot deep percolation test borings <br />was conducted on January 26, 2006 using an all terrain vehicle -mounted deep rock drilling rig <br />with an 8 -inch diameter auger. The soils in the boring on Parcel 1 were found to be reddish <br />brown to brown moist clayey sand to a depth of approximately 17 feet, followed by a flowing <br />silty sand to a depth of 25 feet. The soils in the boring on Parcel 2 were found to be reddish <br />brown to brown silty sand to a depth of 14 feet, followed by a sandy clay to a depth of 25 feet. <br />The twenty-five (25) foot percolation test hole for Parcel 3 was re -drilled on February 1, 2006. <br />The drilling of one, twenty-five (25) foot percolation test boring was conducted on February 1, <br />LODI ■ SACRAMENTO ■ MODESTO <br />ENVIRONMENTAL DIVISION 902 Industrial Way, Lodi, California 95240 ■ 209.367.3701 ■ 209.3624228 fax ■ w .noandersmxom <br />L <br />1/ <br />