Laserfiche WebLink
2/4/22,10:21 AM WestRock Construction Mail-Fw:Draft permit tracking#20-66051 Chris&Terrie Rae Anderson(Home Owners)-Everett,WA <br /> Thank you for this information.I will submit for engineering review and approval. <br /> ***PLEASE NOTE OUR NEW ADDRESS BELOW*** <br /> JLL Rail Practice Group—Proud Partners of BNSF Since 2001 <br /> Katie Robles <br /> Manager—Permits <br /> JLL-Rail Practice Group <br /> 4200 Buckingham Rd.Suite 110 <br /> Fort Worth,TX 76155 <br /> Direct 817-230-2631 <br /> katie.robles@am.j11.com <br /> Customer Service 817-230-2649 <br /> www.joneslanglasalle.com <br /> http://www.bnsf.com/about-bnsf/fags.html <br /> 1 <br /> 0 711coLewe, 741inktzooto- <br /> From:Garin Schenk<garin@archstudioeverett.com> <br /> Sent:Tuesday,September 15,2020 12:39 PM <br /> To:Robles,Katie<Katie.Robles@am jil.com> <br /> Cc:Chris and Terrie Rae Anderson<canderso32@yahoo.com> <br /> Subject[EXTERNAL]Re:1528 Grand Avenue,Everett WA-Stormwater Outfall <br /> Good morning Katie, <br /> Thanks for forwarding the original email. For your reference,the original email was sent to an erroneous email <br /> address,which does not match the email address listed in the application. If there are any other references to <br /> "canderson32@yahoo.com"please replace it with"canderso32@yahoo.com." <br /> The reason for the variance is because the Everett Stormwater and Drainage code recommends that all discharge <br /> occur at the base of steep slopes. The base of the steep slope resides within the 15'track buffer. Locating the outfall <br /> outside of the 15'buffer would leave the discharge point on the steep slope,though close to its base. Please let us <br /> know if you have any other questions. <br /> Thanks <br /> GARIN SCHENK <br /> 1 <br /> PRINCIPAL <br /> 1 <br /> ARCHITECTURE STUDIO OF EVERETT <br /> https://mail.google.com/mail/u/0/?ik=472355e008&view=pt&search=all&permthid=thread-f%3A1711082984975165309%7Cmsg-f%3A17238571965... 11/19 <br />