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Home My WebLink About20191118112815.pdfEarth Solutions NW, LLC LETTER OF TRANSMITTAL To: RJ Development 401 Central Street SE Olympia, WA 98501 _Attn: Mr. Duane Meyer Email: duane(i�,accrete.build No. of Date: November 18. 2019 ESNW No.: ES- 895.06 Project: Weatherly Inn uo ies Uate Description 1 11/11-11/15/19 1 Daily Field Report(s) # 71-75 Comments: CC: 1: John Wilson 2: Mark Richardson 3: Jeff Brain 4: Jennifer Vo ele 5: Jonathan Chavez Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. ATTN: johnwe-rinocon.com ATTN: mark(cDaccrete.build ATTN. jellaccrete. bullcl ATTN: j nnifer@accrete. build ATTN jchavez rentonwa. ov 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 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 Grading Contractor Rino Construction Field Rep. Project No Page of AK, ACH 0895.06 1/2 Report No. 71 Time On Site Time Off Site i Date Day of Week 7:45 AM; 1:00 PM; 11/11/19 Monday 3:00 PM 4:30 PM Travel Time Weather 1.25 Hr. RTI 50s°F, Clear Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Test Test Location (Water Backfill) Number Project No. Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. Reference Maximum Fill Elevation Compaction Dry Density Moisture Curve lbs./cu.ft % 1 Test Dry % of Density Maximum lbs./cu.ft. Dry Density 69 See map for approximate location -2' 1 1 130.7 11.4 125.5 I 96 70 See map for approximate location SG 1 130.7 11.6 124.2 1 95 At the client's request, ESNW reps were onsite to observe and test lock and load wall, water line backfill, vault excavation and backfill and earthwork activities. Lock and Load Wall While onsite, reps observed contractor use a large excavator to excavate the slope and excavation for the lock and load wall. Reps observed contractor excavate the keyway for the wall. Reps observed contractor place a —4"-6" lift of 5/8" minus crushed rock for the basecourse for the keyway. Although over -steepened (near vertical), reps observed that the cut was stable in its current configuration. ESNW recommends that ENSW representative be onsite while contractor is working near or within the cut slope. Rep(s) will return tomorrow, November 12, 2019, to observe the conditions of the slope. Water Line Backfill Reps observed contractor use a large excavator to excavate a water line (W4'xD5'). Reps observed contractor place 8" ductile iron pipe at the toe of the excavation in a 6" lift of pea gravel. Reps observed contractor place brown silty sand with gravel material in loose 12"-18" lifts and compacting with a hoe pack. Reps took compaction tests on backfill and observed material to be adequate of at least 95% of its maximum dry density (130.7 lbs./cu. ft.). Vault Excavation and Backfill Reps observed contractor place brown silty sand with gravel material in loose 12"-18" lifts and compacting with a hoe pack. Rep took compaction tests on backfill and observed material to be adequate of at least 95% of its maximum dry density (130.7 lbs./cu. ft.). Contractor expressed plans to continue backfilling vault tomorrow, November 12, 2019. Rep(s) will return to observe and test compaction as needed. ESNW rep(s) will return to observe earthwork activities when requested by client. Andrew Kimn, Senior Technician, 206-430-9183 COI PY To: CONTINUED ON NEXT PAGE �,v`� Earth Solutions I�Ilr1'LLC Field Rep. AK, ACH t 1805136 1h Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 7:45 AM; (425) 449-4704 (866) 366-8710 j 3:00 PM DAILY FIELD REPORT Travel Time C 1.25 Hr. RT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA General Contractor General Contractor's Superintendent Project No. Page of Report No 0895.06 2/2 71 Time Off Site Date Day of Week 1:00 PM; 11/11/19 Monday 4:30 PM Reference Maximum Fill Test Dry Weather Number Test Location (Vault Backfill) Elevation Compaction 50s°F, Clear Density Maximum Client / Owner Curve lbs./cu.ft. % 1 RJ Development, LLC Dry Density Received Onsite By Grading Contractor Rino Construction Grading Foreman Rod I Checked By Are approved Plans/Permits onsite L1 YES ❑ NO Project No Permit No - Test Reference Maximum Fill Test Dry % of Number Test Location (Vault Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % 1 lbs./cu.ft. Dry Density 71 See map for approximate location -4' 1 130.7 12.2 125.0 96 COPY TO: CONTINUED ON NEXT PAGE 7 Earth Solutions NW«CField Rep. AK, Marley ' ' ' 1805 136`h Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 8:30 AM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Weatherly Inn General Contractor Grading Contractor Rino Construction Job Location 4500 Talbot Rd. S., Renton, WA General Contractors Superintendent Grading Foreman Rod Project No Page of Report No. 0895.06 1/1 72 Time Off Site Date Day of Week 9:30 AM 11/12/19 Tuesday Weather 50s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Are approved Plans/Permits onsite ❑ YES ❑ NO Project No Permit No. At the client's request, ESNW reps were onsite to observe and test lock and load wall and earthwork activities. Lock and Load Wall While onsite, rep observed contractor use a large excavator to excavate the slope and excavation for the lock and load wall. Rep observed contractor excavate the keyway for the wall. Rep observed contractor place a -4"-6" lift of 5/8" clean crushed rock for the basecourse for the keyway. Although over -steepened (near vertical), rep observed that the cut was stable in its current configuration. ESNW recommends that ENSW representative be onsite while contractor is working near or within the cut slope. Rep(s) will return tomorrow, November 13, 2019, to observe the conditions of the slope. Earthwork Activities Rep, ESNW stormwater manager, and client rep met to discuss the process of sewer water discharge moving forward onsite. I ESNW rep(s) will return to observe earthwork activities when requested by client. .I Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE ka Earth Solutions NWLLC ESNW Rep, Project No, Page Maximum Report No. Test AK 0895.06 1 of 2 Elevation 73 15365 NE 90" Street, Suite 100 Moisture Dry Density Maximum Redmond. WA 98052 Time On Site Time Off Site Date (pcf) Da Y of Week Main (425) 449-4704 1 Fax (425) 449-4711 8:45 AM 10:15 AM 11/13/19 130.7 Wed www.esnw com Travel Time DAILY FIELD REPORT 1.25 Hr. RT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Contact Rino Construction Mike Contractor #2 Contact [Are approved plans/permits on site? Project No Weather 50s°F, Clear Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC 114-7 Project Manager Reviewed Permit No. Test Test Location Reference Maximum Fill Test % of Number (See Map) Elevation Compaction Dry Density Moisture Dry Density Maximum Curve (pcf) (%) (pcf) Dry Density 72 See map for approximate location -2' 1 130.7 9.7 124.4 95 73 See map for approximate location SG 1 130.7 11,2 124.9 96 Supplementary Report: At the client's request, ESNW reps were onsite to observe and test water line backfill and earthwork activities Water Line Backfill While onsite, rep observed contractor use a large excavator to excavate a water line (W4'xD5'). Rep observed contractor place 8" ductile iron pipe at the toe of the excavation in a 6" lift of pea gravel. Rep observed contractor place brown silty sand with gravel material in loose 12"-18" lifts and compacting with a hoe pack. Rep took compaction tests on backfill and observed material to be adequate of at least 95% of its maximum dry density (130.7 lbs./cu. ft.). ESNW rep(s) will return to observe earthwork activities when requester Earth Solutions NWLLC ESNW Rep. Project No. Page Report No AK 0895.06 2 of 2 73 15365 NE mond Street, Suite 100 t Redmond. WA 98052 Time On Site Time Off Site Date Da Y of Week Main (425) 449-47041 Fax (425) 449-4711 8:45 AM 10:15 AM 11/13/19 Wed www.esnw.com Travel Time DAILY FIELD REPORT 1.25 Hr. RT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Contact Rino Construction Mike Contractor #2 Contact Are approved plans/permits on site? Project No Weather 50s°F, Clear Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager Reviewed 55V, Permit No. Supplementary Report: 3 72,73 • ' i i " Earth Solutions NW«C tSNW Rep 0895.06 AKAK, Scott,, 15365 NE 90"' Street, Suite 100 TJD Redmond, WA 98052 Date Main (425) 449-4704 1 Fax (425) 449-4711 Time On Site com 9:00 AM; DAILY FIELD REPORT 11:45 AM Travel Time 1.25 Hr. RT Project Name Weatherly Inn Project No. Page 0895.06 1 of 1 Time Off Site Date 10:30 AM; 11/14/19 1:45 PM Job Location 4500 Talbot Rd. S., Renton, WA Contractor #1 Contact Rino Construction Mike Contractor #2 Contact Are approved plans/permits on site? l Project No Report No 74 Day of Week Thursday Weather 50s°F, Overcast Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager Reviewed 5s2 Permit No. Supplementary Report: At the client's request, ESNW reps were onsite to observe or test lock and load wall and earthwork activities. Lock and Load Wall While onsite, rep observed that contractor sloped the south end of the site to a near vertical cut. Rep observed that cut was stable in its current configuration. Rep observed that contractor had cut the keyway for the lock and load wall and placed a 6" lift of 5/8" clean crushed rock. Contractor intends to begin installing lock and load panels tomorrow, November 15, 2019. Although over - steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep will return to observe the conditions of the slopes while contractor is working in the excavation. ESNW recommended that contractor use a 5/8" crushed rock material for the wall backfill and compact to at least 95% of its maximum dry density. Rep met with ESNW manager, Scott, to discuss the recommendations and wall construction. Rep met with assistant field manager, Terry, to discuss recommendations and the conditions of the current south slope. ESNW rep(s) will return to observe earthwork activities when requested by client. Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NW«C t 15365 NE 90" Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw com DAILY FIELD REPORT ESNW Rep. AK Project No. 0895.06 Page Report No 1 of 1 75 Date Day of Week Time On Site Time Off Site 7:15 AM; 8:45 AM; Contractor #1 Rino Construction 12:30 PM; 1:00 PM; 11/15/19 Friday 1:45 PM 2:45 PM Mike Travel Time Weather 1.25 Hr. RT 50s°F, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contact Field Supervisor Reviewed II Mike LAC /WI )i Contractor #2 Contact Project Manager Reviewed S0; 1` Are approved plans/permits on site? Project No Permit No. Supplementary Report: At the client's request, ESNW reps were onsite to observe or test lock and load wall and earthwork activities. Lock and Load Wall While onsite, rep observed that contractor sloped the south end of the site to a near vertical cut. Rep observed that cut was stable in its current configuration. Rep observed that contractor had cut the keyway for the lock and load wall and placed a 6" lift of 5/8" clean crushed rock. Contractor intends to begin installing lock and load panels Monday, November 18, 2019. Although over -steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep will return to observe the conditions of the slopes while contractor is working in the excavation. Rep recommended that contractor either place crushed rock along the bottom of the slope excavation to minimize the over -saturated materials before and after rainfall events. ESNW also recommended that contractor cover the exposed slopes with plastic. Rep observed contractor place plastic over the exposed slopes and the subgrade to the lock and load wall. Rep observed contractor importing a 5/8" minus crushed recycled concrete for the lock and load backfill. Rep collected sample proctor of the material. ESNW rep(s) will return to observe earthwork activities when requested by client. Andrew Kimn, Senior Technician, 206-430-9183