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r <br /> ATHERBYL rE <br /> "' I,' �� ��� �: �� <br /> EYNOLDS <br /> CONSULTING ENGINEERS <br /> 206 PEEK ST.. JACKSON CA 95642 (209) 223-0381 <br /> (209) 7541137 FAX W (209) 223-0716 <br /> F <br /> September Z, 1993 <br /> MEMO TO: ALLIED ENGINEERS <br /> ATTN: BOB DAWYOT <br /> FROM: EUGENE WEATHERBY <br /> RE: FOSTERS FREEZE - THORNTON, CALIFORNIA <br /> MEETING WITH MR. MIKE HUGGINS, SJCEHD <br /> At the suggestion of Dennis Zagaroli, Architect, I met with Mr. <br /> Mike Huggins on Friday, August 27, 1993 , to discuss the concerns <br /> of Unit II of the San Joaquin Environmental Health Division. <br /> The major concerns of Mr. Huggins are as follows: <br /> a) Sewage flow was estimated at 1200 gallons per day. <br /> Huggins feels the actual sewage flow could exceed <br /> 3000 gpd, based on his observations of other fast <br /> food restaurants adjacent to and along I5. No data <br /> was available for type of toilet facilities on these <br /> existing restaurants. We are insisting on low-flow <br /> fixtures all around. <br /> b) The soils report prepared by Anderson and Assoc. , <br /> has several excavations with the water table between <br /> 32" and 36" below the original ground. San Joaquin <br /> has an ordinance restricting the disposal of sewage, <br /> regardless of treatment, to five feet above the high <br /> water line. The only alternative is to design and <br /> install a mound system. The attached calculations <br /> show several systems: one using 1200 gpd, and the <br /> other two alternatives using 3000 gpd. These calcu- <br /> lations are based on the percolation being better <br /> than shown in the Anderson report. <br /> c) Percolation testing was inadequate because only one <br /> test was completed. Adequate tests should be <br /> performed in the area of the system, as well as, the <br />