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MEMORANDUM <br />ENGINEERING CORP. <br />TO: Linda Turkatte, REHS <br />Director, San Joaquin Enviromnental Health Department <br />FROM: Norman Hantzsche, PE, Questa Engineering Corporation <br />DATE: October 11, 2019 <br />SUBJECT: Final - OWTS Design Review for Holly Commerce Center, Buildings A&B <br />In my Memorandum of August 15, 2019 I provided review comments on the plans and <br />supporting design and Nitrate Loading Study for an onsite wastewater treatment system (OWTS) <br />to serve the subject project in the Holly Commerce Center, Buildings A&B, in San Joaquin <br />County. My comments and recommendations pertained to two main items: (1) provisions for <br />wastewater treatment and disposal to accommodate potential future changes in the uses and <br />occupancy of the buildings; and (2) alternate nitrate loading methodology for sites developed <br />with large impervious area. <br />Revised plans, design analysis and responses addressing the review comments were prepared by <br />Siegfried Engineering in a Memorandum, dated October 1, 2019. I've reviewed the Siegfried <br />Memorandum and find it satisfactorily addresses the issues and recommendation raised in my <br />initial review, with my concluding notes as follows: <br />1. Provisions for Future Wastewater Needs. Appropriate provisions are included for ongoing <br />monitoring and reporting of wastewater flows under the County's program for OWTS <br />monitoring. <br />The Siegfried Memorandum includes calculations of projected wastewater flows and disposal <br />needs for potential future occupancy of the facilities up to their architectural capacity as <br />office space. A drawing is provided depicting locations for future leachfields in the areas that <br />would no longer be needed/used for loading docks (current plan). This is a reasonable <br />assessment of how a future hypothetical change in use could potentially be accommodated <br />for wastewater disposal (leachfields). However, it does not address the significant increases <br />in wastewater nitrate loading that can be expected to accompany future changes in <br />use/wastewater flows. My preliminary calculations indicate this would most probably require <br />the inclusion of a supplemental treatment system for nitrogen removal in order to meet <br />discharge criteria. Given the limited percolation information for the site, it's also likely that <br />supplemental treatment would be needed to overcome soil/percolation limitations in areas <br />impacted by years of truck traffic. Recognition of the probable future need for supplemental <br />treatment, and where it could be located, should be included in the plans and/or permit <br />documents, as clear notice to all parties. <br />1 <br />Box 70356, 1220 Brickyard Cove Rd. Suite 206 Pt. Richmond, CA 94607 T: 510236.6114 F: 510f 236.2423 E: Questa®QuestaEC.com <br />