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HomeMy WebLinkAbout0895.06 DFR 2.pdfE11 arth lwuw Earth Solutions NW, LLC LETTER OF TRANSMITTAL To: RJ Development 401 Central Street SE Olympia, WA 98501 Attn: Mr. Duane Meyer Email: duane(a�accrete.build No. of Date: August 5, 2019 ESNW No.: ES- 895.06 Project: Weatherly Inn Copies Date Description tlon 1 8/2/19 Daily Field Re arts # 2 Comments: CC: 1: 2: 3: 4: 5: John Wilson Transmitted By: Earth Solutions NW, LLC PM: Kyle Campbell, P.E. ATTN. ATTN: ATTN ATTN ATTN iohnw@rinocon.com 1805 — 136"' PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions NW«C I t 1805 136" Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 DAILY FIELD REPORT Project Name Weatherly Inn General Contractor Field Rep T Project No AK 0895.06 Page of 1 /1 Report No, 2 Time On Site Time Off Site Date Day of Week 9:00 AM; 9:45 AM; 8/2/19 Friday 12:15 PM 1:45 PM Weather Travel Time 1.25 Hr. RT 70s°F, Overcast Job Location 4500 Talbot Rd. S., Renton, WA ~General Contractor's Superintendent Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite El YES ❑ NO Project No Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. W S/6 At the client's request, ESNW rep was onsite to observe and test mass fill, rockeries and earthwork activities. Mass Fill While onsite, rep observed contractor use two large excavators, a large dozer, and several haul trucks. Rep observed contractor export material offsite, place and compact with native material for general fill in the northwest corner of the site. Rep observed contractor using a large sheep's foot roller for compaction. Rep collected sample proctor of native brown silty sand with gravel material. Rep took compaction tests and will release compaction test results once proctor is processed. Rockeries Prior to arrival, rep observed that contractor had cut the keyways for the rockeries located along the east face of the site. Rep used a'/" steel t-probe and observed the keyway subgrade to be very dense, firm, unyielding, and suitable for support of the proposed rockeries. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE of