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Home My WebLink About0895.06 DFR 46-50.pdfEa 11 Nolution Earth Solutions NW, LLC NoWARTE-"90 ra r LETTER OF TRANSMITTAL q To: RJ Develo ment 401 Central Street SE Olympia, WA 98501 Attn: Mr. Duane Meyer Email: duane accrete.build No. of Comments: CC: Date: 10/14/19 ESNW No.: ES- 895.06 Project: Weatherly Inn 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: _ mark accrete.build 3: Jeff Brain ATTN: 'eff accrete, build 4: Jennifer Vo ele ATTN: jenniferoaccrete. build 5: Jonathan Chavez ATTN: jchavez rentonwa. ov Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 1361h PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Earth Solutions WILL C Field Rep. AK 1805 136`h Place NE, FAX: Time On Site Suite 201 (425) 449-4711 61L Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 2:30 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 Contractors Superintendent Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite YES NO Project No. Test Test Location (Storm Backfill) I Elevation Number Project No. Page of Report No. 0895.06 1 /2 46 Time Off Site Date Day of Week 3:30 PM 10/7/19 Monday Weather 60s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. Reference Maximum Fill Test Dry % of Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % Ibs./cu.ft. Dry Density 39 See map for approximate location 2' _ 1 1 130.7 1 12.8 124.8 96 40 See map for approximate location I SG 1 1 130.7 1 11.7 1 125.2 1 96 At the client's request, ESNW rep was onsite to observe and test storm line backfill, storm water discharge, vault excavation and earthwork activities. Storm Line Backfill While onsite, rep observed contractor use a large excavator to excavate a storm line (W3'xD5'). Rep observed contractor place a 12" corrugated pipe at the toe of the trench. Rep observed contractor bedding the pipe in a 12" 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 Ibs./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. ESNW rep will return to observe earthwork activities Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE ® I Earth Solutions NWLLC Field Rep. AK 6=1 1805 1361h Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 2:30 PM Project No. I Page of Report No. 0895.06 2/2 46 Time Off Site Date Day of Week 3:30 PM 10/7/19 Monday DAILY FIELD REPORT Travel Time Weather _ 1.25 Hr. RT 1 60s°F, Clear Project Name Job Location Client /Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC r........ General Contractor General Contractors Superintendent Received Onsite By Grading Contractor Rino Construction Grading Foreman Rod I Are approved Plans/Permits onsite ❑ YES NO Project No. Checked By Permit No. I CONTINUED ON NEXT PAGE Earth Solutions NW«C Field Rep. Project No. Page of Report No AK 0895.06 1 /1 47 t t 1805 1361h 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 12:30 PM 10/8/19 Tuesday y (425) 449-4704 (866) 366-8710 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 50s°F, Rain 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 16 Its 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 storm line backfill, storm water discharge, rockeries, vault excavation and earthwork activities. I Storm Line Backfill While onsite, rep observed contractor use a large excavator to excavate a storm line (W3'xD5'). Rep observed contractor place a 12" corrugated pipe at the toe of the trench. Rep observed contractor bedding the pipe in a 12" lift of pea gravel. Rep will return tomorrow, Wednesday, October 9, 2019, to observe and test storm line backfill as needed. 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. Contractor expressed plans to build pump and meter before pumping water out of baker tanks. Rockeries Rep observed rockery contractor excavating and cutting the keyway for the first -tier rockery located in the southeast corner of the site. Rep observed contractor use a large excavator for the excavation. 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. 4-1-1 �_ Andrew Kimn, Senior Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE ❑J EaI'll Solutions NW iLc Project Name Weatherly Inn General Contractor Grading Contractor Rino Construction Field Rep. Project No. Earth Solutions N1N«� AK 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 11:45 AM 112:45 PM Travel Time 1.25 H r. RT Page of Report No. 1 /1 48 Date Day of Week 10/9/19 j Wed Weather 60s°F, Clear Job Location Client / Owner 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor's Superintendent Received Onsite By Grading Foreman Rod Checked By VT I6�1 Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Permit No. 1 At the client's request, ESNW rep was onsite to observe and test sewer line backfill, rockeries, vault excavation and earthwork activities. Sewer Line Backfill While onsite, rep observed contractor use a large excavator to excavate a sewer line. Contractor expressed plans to continue working on sewer line excavation and backfill tomorrow, Thursday, October 10, 2019. Rep will return to observe and test the backfill as needed. Rockeries Rep observed rockery contractor excavating and cutting the keyway for the first -tier rockery located in the southeast corner of the site. Rep observed contractor use a large excavator for the excavation. Rep used a '/2" steel t-probe and observed the keyway for the rockery located at the southeast quadrant of the site. Rep observed the keyway to be very dense, firm, unyielding, and suitable for support of the proposed rockery. Rep observed contractor place a few courses of rocks. Rep observed contractor place a 4" perforated drain pipe behind the first course of the rockery, embed the pipe in an 18" lift of 1%2" wash rock, geotextile, then backfill over the geotextile with 2%4" quarry spalls. 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. t Andrew Kimn, Senior Field Technician, 206-430-9183 LCO.Fy TO: CONTINUED ON NEXT PAGE I i Ealrth IaSolutions NWLLC N Liu: Ji Suite 201 (425) 449-4711 6L 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. Time On Site 12:00 PM Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractors Superintendent Grading Foreman Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Project No. Page of Report No. 0895.06 1 /1 49 Time Off Site Date Day of Week 1:30 PM 10/10/19 Thursday Weather 60s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No At the client's request, ESNW rep was onsite to observe and test sewer line backfill, rockeries, storm water discharge, vault excavation and earthwork activities. Sewer Line Backfill While onsite, rep observed contractor use a large excavator to excavate a sewer line. Contractor expressed plans to continue working on sewer line excavation tomorrow, Friday, October 11, 2019. Rep will return to observe and test the backfill as needed. Rockeries Rep observed rockery contractor excavating and cutting the keyway for the first -tier rockery located in the southeast corner of the site. Rep observed contractor use a large excavator for the excavation. Rep used a '/2" steel t-probe and observed the keyway for the rockery located at the southeast quadrant of the site. Rep observed the keyway to be very dense, firm, unyielding, and suitable for support of the proposed rockery. Rep observed contractor place a few courses of rocks. Rep observed contractor place a 4" perforated drain pipe behind the first course of the rockery, embed the pipe in an 18" lift of 1 "-2" wash rock, geotextile, then backfill over the geotextile with 2"4' quarry spalls. 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. 4-16 �_ Andrew Kimn, Senior Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE 01 Earth Solutions NW«c 3 1805 136" Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 Project Name Weatherly Inn General Contractor Grading Contractor Rino Construction Field Rep. Project No. Page of Report No. AK 0895.06 1 /1 50 Time On Site Time Off Site Date Day of Week 10:30 AM 12:00 PM 10/11/19 Friday Weather 60s°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 rep was onsite to observe and test rockeries, storm water discharge, vault excavation and earthwork activities. DAILY FIELD REPORT Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractors Superintendent Grading Foreman Rod Rockeries Rep observed rockery contractor excavating and cutting the keyway for the first -tier rockery located in the southeast corner of the site. Rep observed contractor use a large excavator for the excavation. Rep used a '/2" steel t-probe and observed the keyway for the rockery located at the southeast quadrant of the site. Rep observed the keyway to be very dense, firm, unyielding, and suitable for support of the proposed rockery. Rep observed contractor place a few courses of rocks. Rep observed contractor place a 4" perforated drain pipe behind the first course of the rockery, embed the pipe in an 18" lift of V-2" wash rock, geotextile, then backfill over the geotextile with 2"4' quarry spalls. 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 Field Technician, 206-430-9183 COPY TO: I CONTINUED ON NEXT PAGE j