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Li P!rnucW <br /> 7 , <br /> The Permit Services Counter is located on the 2nd Floor. <br /> Hours of Operation: Monday-Friday 7:30am-12:oopm and 1:oopm-4:oopm. <br /> All emails, and attachments, sent to and from City of Everett are public <br /> records and may be subject to public disclosure pursuant to RCW 42.56. <br /> From: Bryan Hawkins [mailto:bhawkins@hwageo.com] <br /> Sent: Friday, November 18, 2016 10:35 AM <br /> To: Sabrina Fandler <br /> Subject: RE: 3301 Seaway Blvd - Peer Review <br /> Good morning Sabrina, <br /> I was checking to see if you had heard anything back regarding this project. <br /> Thanks, <br /> Bryan <br /> Bryan K. Hawkins, P.E. <br /> Senior Geotechnical Engineer <br /> 21312 30th Drive SE, Suite 110 <br /> Bothell,WA 98021 <br /> Office:425.774.0106 ext. 245 <br /> Cell:206.794.3135 <br /> www.hwageo.com <br /> From: Bryan Hawkins <br /> Sent:Thursday,October 13, 2016 2:30 PM <br /> To: 'SFandler@everettwa.gov'<SFandler@everettwa.gov> <br /> Cc: Donald Huling(dhuling@hwageo.com)<dhuling@hwageo.com> <br /> Subject: 3301 Seaway Blvd- Peer Review <br /> Hi Sabrina, <br /> We have reviewed the following documents you sent regarding the proposed development at 3301 Seaway Blvd: <br /> • Response to City of Everett Comments,Seaway Center,36`�'Avenue West and Seaway Boulevard,Everett, <br /> Washington, prepared by Terra Associates, Inc., dated August 5, 2016. <br /> • Stormwater Site Plan, Proposed Seaway Center, NEC—36th Avenue West and Seaway Boulevard, Everett, <br /> Washington, Prepared by Barghausen, revised date August 2, 106. Only Section 6.0 Special Reports and Studies <br /> was reviewed as it contains the original geotechnical report for the project site. <br /> • Plan Sheets C1-C12 of the Site Development for Bertch Warehouses/Seaway Center, revised date 8/3/16. <br /> • Lock and Load Retaining Wall Design,Seaway Center, Everett,Washington, reviewed and approved by Steve <br /> Miller, City of Everett 8/10/16. <br /> Regarding the slope stability calculations and factors of safety presented by Terra Associates,we ran slope stability <br /> analyses on Cross-Sections A-A' and B-B' as presented in the report using the program Slide V5.0. Using the soil <br /> parameters and geometries presented in the report,we calculated similar values of factors of safety. <br /> We do have concern with the following issues: <br /> • The stormwater pond sits at the crest of a steep slope. The slope is comprised of dense glacial till and advance <br /> outwash soils. If the pond were to leak,slope stability could be compromised and sliding could occur. Would an <br /> /5 <br />