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HomeMy WebLinkAbout20191007131104.pdfCi E��arrth utiori " hiWut To Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Development Date: October 7, 2019 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duane accrete.build No. of Comments: CC: 1: John Wilson 2: Mark Richardson I Jeff Brain 4: Jennifer Vo ele 5: Jonathan Chavez Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. ATTN. johnw(E)rinocon.com ATTN: mark accrete. build ATTN: teff accrete.build ATTN: Jennifer accrete. build ATTN: jchavez rentonwa. ov 1805 — 136t" PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions NWI_« I I 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 Time On Site 10:15 AM; 3:00 PM Travel Time 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 Project No. Page of 0895.06 1/1 Time Off Site Date 11:15 AM; 9/30/19 4:15 PM Weather 50s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Report No. 41 Day of Week Monday Checked By v4' 1e%1 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'xD7'). Rep observed contractor place an 8" ductile iron pipe in a 12" ductile casing at the toe of the trench. Rep observed contractor bedding the pipe in a 12" lift of pea gravel. Contractor expressed plans to backfill trench tomorrow, Tuesday, October 1, 2019. Rep will return to observe and test backfill of the water line. 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 tc be (H -V) to a near 3' vertical toe. Although over -steepened, slopes are stable in current configuration and stable tc 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 J 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'xD7'). Rep observed contractor place an 8" ductile iron pipe in a 12" ductile casing 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 Earth Solutions NW«� Field Rep. Project No. Page of Report No. AK 0895.06 1/2 42 801t[HOHS 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: 8:30 AM; 9:15 AM; 10/2/19 Tuesday (425) 449-4704 (866) 366-8710 4:15 PM 5:00 PM 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 Contractors Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By Rino Construction Rod Are approved Plans/Permits onsite YES F NO Project No. Permit No. Test Reference Maximum Fill Test Dry % of Test Location (Water Backfill) Elevation Number Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft % lbs./cu.ft Dry Density 34 See map for approximate location SG 1 130.7 12.3 124.8 96 1 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'xD7'). Rep observed contractor place an 8" ductile iron pipe in a 12" ductile casing 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 ContractorI Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Project No. 0895.06 Earth Solutions NWLLC Field Rep. Time Off Site Date AK t t 1805136 1Place NE, FAX: Time On Site 5:00 PM Suite 201 (425) 449-4711 Weather Bellevue, WA 98005 TOLL FREE: 8:30 AM; (425) 449-4704 (866) 366-8710 4:15 PM RJ Development, LLC 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 ContractorI Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Project No. 0895.06 Page of 2/2 Report No 42 Time Off Site Date Day of Week 9:15 AM; 10/2/19 Tuesday 5:00 PM Weather 60s°F, Clear .................. Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. k ' ^� � 1 ..� a '"S 2 # � •r _ COPY TO: CONTINUED ON NEXT PAGE ❑ Grading Contractor Rino Construction Grading Foreman Rod Are approved Plans/Permits onsite El YES R NO Project No. Project No. Earth Solutions NWLLC Field Rep. 0895.06 1/1 AK 1=1 1805136 1h Place NE, FAX: Time On Site Wed Suite 201 (425) 449-4711 Weather Bellevue, WA 98005 TOLL FREE: 11:30 AM (425) 449-4704 (866) 366-8710 / Owner rRDevelopment, Travel Time DAILY FIELD REPORT LLC 1.25 Hr. RT Project Name Job Location Checked By , J `' �� Weatherly Inn Permit No. 4500 Talbot Rd. S., Renton, WA General Contractor General Contractor's Superintendent Grading Contractor Rino Construction Grading Foreman Rod Are approved Plans/Permits onsite El YES R NO Project No. Project No. Page of Report No. 0895.06 1/1 43 Time Off Site Date Day of Week 12:15 PM 10/2/19 Wed Weather 60s°F, Clear / Owner rRDevelopment, LLC Received Onsite By Checked By , J `' �� (e ), Permit No. At the client's request, ESNW rep was onsite to observe rockeries and earthwork activities. Rockeries While onsite, rep used a '/" 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. (See Image) ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Field Technician, 206-430-9183 CONTINUED ON NEXT PAGE Earth solutim NwLIC Earth Solutions NWLLC 1805 136" Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 r Field Rep. AK, Marley Time On Site 1:15 PM; 3:45 PM DAILY FIELD REPORT Travel Time ea er Project No. th Page of Report No 0895.06 1/1 44 Time Off Site _ Date Day of Week L1:30M; M 10/3/19 Thursday W Project Name Job Location Weatherly Inn 4500 Talbot R General Contractor General Contract Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite 0 YES F-]NO 1.25 Hr. RT 60s°F, Clear Client / Owner I. S., Renton, WA RJ Development, LLC ,'s Superintendent Received Onsite By Project No. Checked By Permit No At the client's request, ESNW rep was onsite to observe storm line backfill, storm water discharge, rockeries, vault excavation and earthwork activities. Storm Line Backfill While onsite, rep observed contractor use a medium sized excavator to excavate a storm line. Rep observed trench to be W3'xD4' approximately. Contractor was observed placing 12" corrugated pipe at the toe of the excavation and embedding the pipe in an 8" lift of pea gravel. Contractor expressed plans to continue storm line excavation and backfill tomorrow, October 4, 2019. Rep will return to observe and test the 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. Rep met with ESNW stormwater manager, Marley, onsite to review and discuss the storm water discharge. Rockeries Rep used a '/" 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. 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 Earth Solutions LIONS NWLLC Field Rep. Project No. Page of Report No AK 0895.06 1 /2 45 i 1805 136th Place NE, FAX: NWLLc Suite 201 (425) 449-47116iiiL Time On Site Date 1 Day of Week Time Off Site Bellevue, WA 98005 TOLL FREE: 12:45 PM 10/4/19 Friday 1:30 PM Y (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�o Rino Construction Rod Are approved Plans/Permits onsite YES ❑ NO Project No. Permit No. Test Reference Maximum Fill Test Dry % of Number Test Location (Storm Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % lbs./cu.ft. Dry Density 35 See map for approximate location -2' 1 130.7 11.1 124.5 95 36 See map for approximate location SG 1 130.7 12.9 124.0 95 37 See map for approximate location -2' 1 130.7 11.3 124.4 95 38 l See map for approximate location SG 1 130.7 10.6 124.2 95 At the client's request, ESNW rep was onsite to observe and test Oa(M 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.). Storm Water Discharge Rep observed contractor pump a baker tank into the sewer after previous visit IMHOFF cone test. Rep observed that contractor had pumped —1000 gallons of water. Contractor expressed plans to continue pumping water into the sewer system tomorrow and next week. 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. I Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Z Earth Solutions N'W«C Field Rep. Project No. Page of Report No. AK 0895.06 2/2 45 I�Tbl rrlF+ 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: 12:45 PM 1:30 PM 10/4/19 Friday (425) 449-4704 (866) 366-8710 Travel Time Weather DAILY FIELD REPORT 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 Rino Construction Rod Checked By Ore approved Plans/Permits onsite 0 YES ❑ NO Project No. Permit No. COPY TO: CONTINUED ON NEXT PAGE