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10/15/2004 14:18 48094619^" SE CONSULTANTS INC PAGE 02 <br /> S.E. CONSULTANTS Inc. <br /> structural Engineering Consultants <br /> October 15, 2004 <br /> RMG O tdoor Inc <br /> 4425 N. 24tb St. Ste 200 <br /> Phoenix AZ 85016 <br /> Re: l4x4 8 FF, 15'-V-build, 50'-0" O.A. for Sunset Signs located in Stocton, CA.(per RMG <br /> drawing 2015-04). <br /> We understand that the footing of above referenced sign structure is located 7-6" from the leach <br /> line as s own on attached drawing SK-1. The footing size is 5'-0" diameter and 20'-6" depth and <br /> was desi ned for soil class 3 (sandy gravel with allowable lateral soil bearing 400 psf/ft). If the <br /> existing oil conditions do not meet the design requirements the footing will require additional <br /> depth, Cption one will require a soils engineer to investigate if the soils are affected by the leach <br /> line, Alt mately, option two assumes bad soils and increase the depth of the footing by one half <br /> the distasce of the leach line distance, 3.75 ft,plus the 1.5 times the depth of the leach pipe,if <br /> pipe is 1 Gated 4'-0" from ground surface the total additional depth is 3.75ft+ 1.5(4.00ft)for a <br /> total of 9.75ft of additional depth of footing. <br /> tf you have any questions or comments please call. <br /> Sincerel , <br /> e ed <br /> OFESSIpd, <br /> Stanley Io c <br /> Project Engineer9c <br /> C 61570 <br /> Exp.00-30.05 <br /> N GVt1. �a\P <br /> 0 c p, <br /> Steven W. Schaub P.B. <br /> Vice President <br /> 5800 East Thomas Road, Suite 104 Scottsdale,A2 85251 <br /> Phone: (480) 946.2010 • Fax: (480) 946-1909 <br /> Payson Office: Phone(928) 468.2088• Fax: (928) 468.5777 <br />