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Thank you for your understanding. <br />K KJELOSEN Elisabeth A. Beckensten, P.E. <br />S S I N N O C K Civil Engineer <br />N N E U O E C K 1550 Harbor Blvd. Suite 212 West Sacramento CA 95691 <br />inc. C10i,ENGaNEERSgL"DSURVEYORS 916 403-5900 1 fax: 916 403-5901 1 <br />C E: EBRATING 60 YEARS ebeckenstenCabksninc.com I https://www.ksninc.com <br />1 <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@s0gov.org> <br />Sent: Tuesday, March 24, 2020 4:19 PM <br />To: Wong,Jeff <Jwong@slgov.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 />