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HomeMy WebLinkAbout0895.06 DFR 76&77.pdfEarth lution NWuc Earth Solutions NW, LLC LETTER OF TRANSMITTAL To: RJ Development 401 Central Street SE Olympia, WA 98501 Attn: Mr. Duane Mever Email: duane(c,accrete.build No. of Date: December 16, 2019 ESNW No.: ES- 895.06 Project: Weatherly Inn uo ies uate uescri non 1 1 11/18-11/19/19 1 Dailv Field Report(s) # 76 & 77 Comments: CC: 1: 2 3: 4: 5: John Wilson Mark Richardson Jeff Brain Jennifer Vo ele Jonathan Chavez ATTN: ATTN: ATTN.- ATTN: ATTN: johnw@rinocon.com rl ark ' accrete. build jeff@accrete.build jennifer@accrete. build jchavez@rentonwa.gov Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 136" PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 oEarth Solutions NWLLC 15365 NE 901" Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. TJD+MTK I Project No. i 0895.06 Page 1 of 1 176 Report No. Time On Site Time Off Site Date Day of Week 9:30 AM/ 10:30 AM/ 1:15 PM 2:15 PM 11/18/19 Monday Travel Time Weather 1.0 RT (x2) Cloudy, 40°F Project Name Job Location I Client/Owner Weatherly Inn 4500 Talbot Road South, Renton i RJ Development, LLC Grading Contractor Contact Field Supervisor Reviewed Rino Construction Mike LAC I �A—tZ%t3 Retaining Wall Contractor Contact Proiect Manager Reviewed Keywest Are approved plans/permlts on site? Project No. Permit No. As requested, ESNW representative was onsite to meet with King County officials and observe construction of the proposed Lock + Load wall along the southern extent of the site. While onsite, ESNW representative observed the following: Onsite Meeting: Upon arrival, ESNW representative was onsite for a King County Sewer Discharge preoperative inspection. While onsite, a client representative, ESNW representative, and King County inspector, Ryan Salem, reviewed all aspects of the discharge system, appropriate permits and any additional information needed. Upon completion of the inspection, ESNW representative will send documentation of IMHOFF cone, pH Meter and calibration log. Lock + Load Observation: Upon arrival, ESNW representative walked the upper portion and lower portion of the over -steepened cut to look for any indication of movement of instability. At the time of visit, ESNW representative observed the excavation to be stable in its current condition and configuration. It is the responsibility of the contractor to perform and implement all necessary safety measures in accordance with state and federal regulations. Furthermore, ESNW representative spoke with the retaining wall contractor and was informed that they would not be ready for any compaction testing today. Finally, ESNW representative spoke with the grading contractor regarding erosion control measures that could be implemented to improve the condition of the construction entrance. ESNW representative will provide recommendations, as needed.!_;+. ry ; Nill return when requested. it Field Manager bMIMEM Earth Solutions NWLLC 15365 NE 901" Street, Suite 100 i Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. TJ D I Project No. 10895.06 Page 1 of 1 Report No. 77 Time On Site Time Off Site Date Day of Week 9:15 AM/ 10:45 AM/ 2:30 PM 3:45 PM 11/19/19 Tuesday Travel Time Weather 1.0 RT (x2) , Cloudy, 40°F Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Road South, Renton RJ Development, LLC Grading Contractor Contact Field Supervisor Reviewed Rino Construction Mike LAC Wqt15 Retaining Wall Contractor Contact Project Manager Reviewed Keywest Are approved plans/permits on site? Project No. Permit No. As requested, ESNW representative was onsite to observe construction of the proposed Lock + Load wall along the southern extent of the site. While onsite, ax- ESNW representative observed the following: Erosion Control & Lock + Load Observation: �+vnsr. Upon arrival, ESNW representative walked the upper portion and lower portion of the over -steepened cut to look for any indication of movement of instability. At the "K " time of visit, ESNW representative observed the ?~ excavation to be stable in its current condition and configuration. It is the responsibility of the contractor to r '` 9 p Y perform and implement all necessary safety measures in accordance with state and federal regulations. Furthermore, ESNW representative spoke with the.r°``` retaining wall contractor and was informed that they would may be ready for compaction testing later today. Additionally, ESNW representative spoke with the grading contractor regarding erosion control measures that were implemented to improve the condition of the construction entrance. ESNW representative recommended installing an interceptor trench at the site entrance to catch any surface water that may leave the site; excavating a temporary pond to contain any of the diverted water; and creating a wheel -wash station at the site entrance for vehicles exiting the site. Upon return, ESNW representative observed that the retaining wall contractor had placed a 4" corrugated pipe behind the Lock + Load wall. Further, ESNW representative observed that the retaining wall contractor was placing clean crushed rock behind the face of the wall for approximately two feet and backfilling with the imported recycled material. ESNW representative observed the retainingf"` . wall contractor compacting the backfill material with a combination of a large vibratory plate compactor and small double -drum vibratory roller. Using a '/2" steel T-probe, ESNW representative observed little to no penetration indicating dense conditions suitable for support of the 1;' -.::: . proposed retaining wall. ESNW representative spoke with the retaining wall contractor and was informed that they would be ready for compaction testing in the morning.„ ETre pre ntative will return when requested.TeDv n ssistant Field Manager, 206-960-9597 �� ,` = ��'- _4 " 4�1 s ; �':