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HomeMy WebLinkAbout20191014155009.pdfE.a rth Solution MV11t, 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 Date: 10/14/19 ESNW No.: ES - Project: Weatherly Int. Comments: No - 1: John Wilson ATTN: _johnw@rinocon.com 2: Mark Richardson ATTN: mark accrete build 3: Jeff Brain ATTN: eff accrete.build 4: Jennifer Vociele ATTN: ennifer accrete. build 5: Jonathan Chavez ATTN: 'chavez rentonwa. ov Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 13 6t' PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions NWLLC Field Rep AK t i 1805 136"' Place NE, FAX: Time On Site 6L NWac I Suite 201 (425) 449-4711 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 Contractor's Superintendent LGrading Contractor Grading Foreman Rino Construction I Rod Are approved Plans/Permits onsite F� YES ❑ NO Project No. Test Test Location (Storm Backfill) Number 39 See map for approximate location 40 See map for approximate location Elevation Project No. 0895.06 Page of 1/2 Report No. 46 Time Off Site Date Day of Week 3:30 PM 10/7/19 Weather Monday 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. % lbs./cu.ft. Dry Density -2' 1 130.7P11.7 2.8 124.8 96 SG j 1 130.7 125.2 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 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. 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 Grading Contractor Rino Construction Grading Foreman Rod Project No. Earth Solutions NW«C Field Rep. 1 2/2 Time Off Site AK Sol t 1805 136"' Place NE, FAX: Time On Site Suite 201 (425) 449-4711 61L Bellevue, WA 98005 TOLL FREE: 2:30 PM (425)449-4704 (866)366-8710 Travel Time DAILY FIELD REPORT 1.25 Hr. RT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA General Contractor General Contractor's Superintendent Grading Contractor Rino Construction Grading Foreman Rod Project No. Page of 0895 1 2/2 Time Off Site Date 3:30 PM 10/7/19 Weather 60s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Are approved Plans/Permits onsite f-1 YES F] NO Project No, Permit No. COPY TO: Report No. 46 Day of Week Monday CONTINUED ON NEXT PAGE u� Earth Solutions NW«C Field Rep AK Solutions 1805136 th Place NE, FAX: Time On Site NWLLc Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 11:00 AM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Weatherly Inn General Contractor Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Contractor Grading Foreman Rino Construction I Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Project No Page of Report No. 0895.06 1/1 47 Time Off Site Date Day of Week 12:30 PM 1 10/8/19 Tuesday Weather 50s°F, Rain Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. L4, 1 a), 3 I 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. 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. 4-1-11 �_ Andrew Kimn, Senior Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NWLLC 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- AK Project No 0895.06 Page of 1/1 Report No. 48 Time On Site Time Off Site Date Day of Week 11:45 AM 12:45 PM 10/9/19 Wed Travel Time Weather 1.25 Hr. RT 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 Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Checked By I6't� Permit No 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. Andrew Kimn, Senior Field Technician, 206-430-9183 COPY TO: -'k t4 $, L��'- Sh � if•E•iM, ate.. CONTINUED ON NEXT PAGE U { 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 '/z" 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. Andrew Kimn, Senior Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE U Earth Solutions NWLLC Field Rep, Project No. Page of Report No. AK 0895.06 1/1 49 t 1805136 1h Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 12:00 PM 1:30 PM 10/10/19 Thursday (425)449-4704 (866)366-8710 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60s°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 ��/ 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 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 '/z" 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. Andrew Kimn, Senior Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE U Earth Solutions NW«C ~ 1805 13611 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. AK Project No 0895.06 Page of 1/1 Report No. 50 Time On Site Time Off Site Date Day of Week 10:30 AM 12:00 PM 10/11/19 Friday Travel Time Weather 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. J 60s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By vT I ,�I 1 `�), Permit No. At the client's request, ESNW rep was onsite to observe and test rockeries, storm water discharge, vault excavation and earthwork activities. 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. f Andrew Kimn, Senior Field Technician, 206-430-9183 f COPY TO. CONTINUED ON NEXT PAGE ❑