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Thank you for your understanding. <br /> K KJELDSEN Elisabeth A. Beckensten, P.E. <br /> .S S I N N D C K Civil Engineer <br /> N N E U D E C K 1550 Harbor Blvd. Suite 212 West Sacramento CA 95691 <br /> enc. c:au.ENGaNEERS&L"OSURVEYpRS 916 403-5900 1 fax: 916 403-5901 <br /> C E : EBRATING 60 YEARS ebeckenstenCabksninc.com I https://www.ksninc.com <br /> Warning: <br /> Information provided via electronic media is not guaranteed against defects including translation and transmission errors. <br /> If the reader is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this <br /> communication is strictly prohibited. If you have received this information in error, please notify the sender immediately. <br /> From: Wong,Jeff<Jwong@slgov.org> <br /> Sent: Monday, March 30, 2020 10:02 AM <br /> To: 'Tore112@hotmail.com' <ToreII2@hotmail.com> <br /> Cc: Steven Whittlesey<swhittlesev@ksninc.com> <br /> Subject: FW:Joe Grindstone Engineered Plans for Septic Holding Tanks <br /> Mike,Steven: <br /> Please see attached comment from Mike Callahan of SJC Public Works. I don't know if that's all his concerns, but it's a <br /> start to what else is required. I too will now have the time to review the plans more closely, and I'll contact you if I need <br /> more information to process this. <br /> Best Regards, <br /> Jeff <br /> 209 468-0335 <br /> From: Callahan, Michael [PW] <mcallahan@slgov.org> <br /> Sent:Tuesday, March 24, 2020 4:19 PM <br /> To: Wong,Jeff<Jwong@sjgov.org> <br /> Subject: Re:Joe Grindstone Engineered Plans for Septic Holding Tanks <br /> Jeff <br /> I am working from home due to my risk factors for coronavirus with limited access. however I did look at this <br /> before I left. the only way this happens is if it can be shown to not be in the floodway. difficult as they are <br /> inside the levees. one angle I thought of is the road in to the site might cut off the flow forcing the water to go <br /> around them and thru the gap. this would be true if the road/site is as high as the outside levee or at least above <br /> the one hundred year flood elevation. KSN will understand this. have them look at the topography to see if this <br /> is possible and send in a write up. <br /> 2 <br />