Laserfiche WebLink
�G® U ny r6MLAV19Fd��ii�S� <br />Q119VIEAMUD ult"V�t�pEmxiu"LMPE���7 <br />Vi9®E3`IP6-0 G�6vd��®fV �®4a© <br />CSI®f�f`5�'®ilio �[1�L�r®L�VON�Q <br />"i his report presents the findings, conclusions, and recommendations of a geotechnical <br />investigation conducted for the proposed Walnut Grove Sewer Project Booster Pump <br />Station to be constructed on the east side of North Cameron Road, between Thornton <br />Road and Barber Road in Thornton, California. <br />We understand that the proposed site will encompass approximately 0.17 acres. <br />Construction will consist of a booster pump station with dual 10 foot diameter wet wells <br />that will extend to a depth of about 20 to 25 feet below the existing ground surface. in <br />addition to the wet wells there will be two valve vaults that will extend up to 6 feet <br />below the existing ground surface and several other small equipment pads. <br />The auxiliary equipment will be supported on mat slabs. A canopy structure will cover <br />the electrical equipment pad. The canopy structure will be supported on drilled piers <br />rhe below grade vaults will be precast concrete. Each wet well will consist of a mat <br />slab with precast concrete barrel sections placed above the mat slab. Maximum <br />foundation loads (dead plus live) for the equipment pads and valve vaults are expected <br />to be relatively light, These are anticipated to be in the range of 500 to 1,000 pounds <br />per square foot for soil contact pressure. Since the site is relatively flat, we expect that <br />grading will consist of minor cuts and fills, less than 3 feet in vertical extent. The <br />structures will be surrounded by asphalt concrete pavement. <br />The geotechnical study conducted at this site was prepared for the use of the architect <br />and engineer for application to the design of the building and grading plans in <br />accordance with generally accepted geotechnical engineering practices. No warranty is <br />expressed or implied. This report presents the results of this study. <br />9D2lndustrlal I da}� Lodi, CA 95240 209.36T370i - F�; ?02333.8303 n2007 Neil r7. Anderson EAssonatas, Inc <br />