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Home My WebLink About0895.06 DFR 61-65.pdfEarth Nw ulo Earth Solutions NW, LLC LETTER OF TRANSMITTAL To: RJ Development 401 Central Street SE Olympia, WA 98501 Attn: Mr. Duane Meyer Email: duane accrete.build No. of Conies ngtP. npczrrintinn Date: November 5, 2019 ESNW No.: ES- 895.06 Project: Weatherly Inn 1 10/28-11/1/19 Daily Field Reports # 61-65 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 Rie el, L.G., L.E.G. ATTN: iohnwCor nnocon.com ATTN: Tar€c accrete build ATTN: effi(cDaccrete.build ATTN: 'ennifer accrete. build ATTN: jhavez@rentonwa.gov 1805 — 136t" PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions NWwc Earth Solutions NW«C 1805 136" Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 Field Rep. Project No. Page of Report No. AK 0895.06 1 /1 61 Time On Site Time Off Site Date Day of Wei 12:15 PM 1:15 PM 10/28/19 Monday DAILY FIELD REPORT Travel Time Weather _i 1.25 Hr. RT I 50s°F, Clear Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By f Rino Construction Rod LAre approved Plans/Permits onsite 0 YES ❑ NO Project No Permit No. [At the client's request, ESNW rep was onsite to observe and test water line backfill, storm water discharge, vault excavation and earthwork activities. Water Line Backfill While onsite, rep observed contractor use a large excavator to excavate a water line (W5'xD6'). Rep observed contractor place 8" ductile iron pipe at the toe of the excavation in a 6" lift of pea gravel. Rep will return tomorrow, October 29, 2019, to observe and test the backfill of the water line. Storm Water Discharge Rep used IMHOFF cone to test baker tank sewer water discharge. Rep used IMHOFF cone and found sediment (<3 ml) after testing water for one hour. Rep took PH test and found water suitable for discharge at a PH level of 6.5. Vault Excavation Rep observed contractor grading the vault excavation to design elevation with a large excavator. Rep observed the south slope to be near vertical, the east and north slope to be 1:1 (H:V) to a near 7' vertical toe, and the west slope to be (H:V) to a near 3' vertical toe. 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. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Senior Technician, 206-430-9183 FC0_PyTO: CONTINUED ON NEXT PAGE Ell Earth Solutions NWLLC rEamth 9 Field Rep AK Project No. 0895.06 Page of Report No. 1 /2 62 Solutions 1805 136`h Place NE, FAX: Time On Site Date Day of Week Time Off Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 2:00 PM 3:00 PM 10/29/19 Tuesday (425) 449-4704 (866) 366-8710 Travel Time DAILY FIELD REPORT Weather 1.25 Hr. RT 50s°F, Clear Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Received Onsite By General Contractor General Contractors Superintendent Grading Contractor Grading Foreman Checked By fly Rino Construction Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Permit No. Test Reference Maximum Fill Test Dry % of Number Test Location (Water Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft % lbs./cu.ft. Dry Density 46 See map for approximate location -2' SG 1 1 130.7 130.7 11.3 12.1 123.6 123.9 95 1 95 47 See map for approximate location At the client's request, ESNW rep was onsite to observe and test water line backfill, storm water discharge, vault excavation and earthwork activities. Water Line Backfill While onsite, rep observed contractor use a large excavator to excavate a water line (W5'xD6'). 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.). Storm Water Discharge Rep used IMHOFF cone to test baker tank sewer water discharge. Rep used IMHOFF cone and found sediment (<3 ml) after testing water for one hour. Rep took PH test and found water suitable for discharge at a PH level of 6.5. Vault Excavation Rep observed contractor grading the vault excavation to design elevation with a large excavator. Rep observed the SOUL" slope to be near vertical, the east and north slope to be 1.1 (H.V) to a near 7 vertical toe, and the west slope to be (H:V) to a near 3' vertical toe. 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. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NWLLC Field Rep AK 1805 136" Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 1 2:00 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA ............., General Contractor General Contractor's Superintendent Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Project No. Page of Report No 0895.06 2/2 _62 Time Off Site Date Day of Week 3:00 PM 10/29/19 Tuesday Weather 50s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. COPY TO: CONTINUED ON NEXT PAGE ❑ Earth solutions NWuc Project Name Weatherly Inn General Contractor F Earth Solutions NW«cield Rep. Project No.I AK 1 0895.06 1805 136" Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 DAILY FIELD REPORT Time On Site I Time Off Site 3:00 PM 3:45 PM Travel Time 1.25 Hr. RT Page of Report No- 1/2 63 Date Day of Week 10/30/19 Wed Weather 50s°F, Clear Job Location Client / Owner 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By 1� Rino Construction Rod Are approved Plans/Permits onsite YES ❑ NO Project No Permit No At the client's request, ESNW rep was onsite to observe and test water line backfill, vault excavation and earthwork activities. Water Line Backfill While onsite, rep observed contractor use a large excavator to excavate a water line (W5'xD6'). Rep observed contractor place 8" ductile iron pipe at the toe of the excavation in a 6" lift of pea gravel. Contractor expressed plans to pour thrust blocks tomorrow, October 31, 2019. Rep will return to observe and test compaction as needed. Vault Excavation Rep observed contractor grading the vault excavation to design elevation with a large excavator. Rep observed the south slope to be near vertical, the east and north slope to be 1:1 (H:V) to a near 7' vertical toe, and the west slope to be (H:V) to a near 3' vertical toe. 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 observed contractor installing miradrain on the outer walls of the vault. Due to the existing storm line elevation contractor was observed raising the elevation for the drain pipe around the vault. 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.). Once material was placed, rep observed contractor place a woven geotextile, a 6" perforated drain pipe, a 12" lift of 1 "-2" wash rock above the drain pipe, and more woven geotextile wrap above the wash rock and pipe. ESNW rep will return to observe earthwork activities when requested by client. f Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Z Earth Solutions lilWLLC Field Rep Project No Page of Report No AK 0895.06 2/2 63 1805 13611 Place NE, FAX: Date Day of Week Suite 201 (425) 449-4711 Time On Site Time Off Site Bellevue, WA 98005 TOLL FREE: 10/30/19 Wed (425) 449-4704 (866) 366-8710 3:00 PM 3:45 PM DAILY FIELD REPORT Travel Time Weather ........................ 1.25 Hr. RT 50s°F, Clear Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By Rino Construction Rod Are approved Plans/Permits onsite ❑ 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. % lbs./cu.ft. Dry Density 48 See map for approximate location -10, 1 130.7 11.6 123.8 95 49 See map for approximate location -10, 1 1 130.7 1 11.2 124.1 95 49 4-0 t rr� —4�. k COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NW«� Field Rep. Project No. Page of Report No AK 0895.06 1 /2 64 t { 1805 136" Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 11:00 AM 11:30 AM 10/31/19 Thursday (425)449-4704 (866)366-8710 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 50sOF, Clear Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractors Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By 1 ,� Rino Construction Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Permit No. At the client's request, ESNW rep was onsite to observe and test water line backfill, vault excavation and earthwork activities. Water Line Backfill While onsite, rep observed contractor use a large excavator to excavate a water line (W2'xD3'). Rep observed contractor place 8" ductile iron pipe at the toe of the excavation in a 6" lift of pea gravel. Contractor expressed plans to continue working on water line tomorrow, November 1, 2019. Rep will return to observe and test compaction as needed. Vault Excavation Rep observed contractor grading the vault excavation to design elevation with a large excavator. Rep observed the south slope to be near vertical, the east and north slope to be 1:1 (H:V) to a near 7' vertical toe, and the west slope to be (H:V) to a near 3' vertical toe. 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 observed contractor installing miradrain on the outer walls of the vault. 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 w`ill return to observe earthwork activities when requested by client. I il Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NINLLC Field Rep. AK Project No. 0895.06 Page of 2/2 Report No. 64 1805 136" Place NE, FAX: Time On Site Time Off Site Date Day of Week NWLLc Suite 201 (425) 449-4711 61L Bellevue, WA 98005 TOLL FREE: 11:00 AM 11:30 AM 10/31/19 Thursday (425)449-4704 (866)366-8710 Travel Time Weather DAILY FIELD REPORT 1.25 Hr. RT 50s°F, Clear Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Received Onsite By Checked By General Contractor General Contractor's Superintendent Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite 171 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. % lbs./cu.ft. Dry Density S4 See map for approximate location _7' 1 130.7 13.0 124.1 95 5 See map for approximate location -5 1 130.7 11.6 1 124.E 1 95 Z See map for approximate location -7' 1 130.7 12.4 1 123.9 1 95 53 See map for approximate location -5- 1 1 130.7 11.8 1 124.5 1 95 A 7 'S yy t.-�..-. wti .. �..... ...�-�.....rH ram•-..,y�� -. ... ................ ......_... ................... ---...............-------'---... .. COPY TO: CONTINUED ON NEXT PAGE El 1 Earth Solutions NW«C Held Rep t r 1805 136" Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 11:30 AM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA General Contractor General Contractor's Superintendent Grading Contractor f Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Project No. Page of Report No, 0895.06 1 /2 65 Time Off Site Date Day of Week 12:30 PM 11/1/19 Friday Weather 50s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By 11�� Permit No At the client's request, ESNW rep was onsite to observe and test water line backfill, vault excavation and earthwork activities. Water Line Backfill While onsite, rep observed contractor use a large excavator to excavate a water line (W5'xD6'). 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.). Vault Excavation Rep observed contractor grading the vault excavation to design elevation with a large excavator. Rep observed the south slope to be near vertical, the east and north slope to be 1:1 (H:V) to a near 7' vertical toe, and the west slope to be (H:V) to a near 3' vertical toe. 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 observed contractor installing miradrain on the outer walls of the vault. Due to the existing storm line elevation contractor was observed raising the elevation for the drain pipe around the vault. 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.). Contractor expressed plans to continue backfilling vault tomorrow, November 2, 2019. Rep will return to observe and test compaction as needed. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE 01 Earth Solutions NIN«C I Field Rep. Project No. Page of Report No. AK 0895.06 2/2 65 I 1805 136" Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 449-4711 6L Bellevue, WA 98005 TOLL FREE: 11:30 AM 12:30 PM 11/1/19 Friday (425) 449-4704 (866) 366-8710 Travel Time Weather DAILY FIELD REPORT 1.25 Hr. RT 50s°F, Clear Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By Rino Construction Rod Are approved Plans/Permits onsite 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. % lbs./cu.ft. Dry Density $4 See map for approximate location -10, 1 130.7 11.0 124.3 95 55 See map for approximate location -10' 1 1 130.7 12.3 124.7 95 Test Reference Maximum Fill Test Dry % of Number Test Location (Water Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft- % lbs./cu.ft Dry Density 5 (, See map for approximate location SG 1 130.7 11.5 123.9 95 56 t COPY TO: CONTINUED ON NEXT PAGE El1