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Home My WebLink About0895.06 DFR 164-171.pdfEarth Solutions NW, LLC LETTER OF TRANSMITTAL 15365 NE 90th Street, Suite 100 Redmond, WA 98052 (425) 449-4704 FAX (425) 449-4711 To: RJ Development 401 Central Street SE Olympia, WA 98501 Date: May 22, 2020 ESNW No.: ES-895.06 Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duane@accrete.build No. of Copies Date Description 1 4/28-5/8/20 Daily Field Report(s) # 164-171 Comments: CC: 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: mark@accrete.build 3: Jeff Bennett ATTN: jeffb@accrete.build 4: Jennifer Vogele ATTN: jennifer@accrete.build 5: Jonathan Chavez ATTN: jchavez@rentonwa.gov 6: Joe W ATTN: joew@accrete.build Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. Earth Solutions NWLLC Field Rep. Project No. Page of Report No. JTL 0895.06 1/1 164 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711 TOLL FREE: (866)366-8710 Time On Site Time Off Site Date Day of Week 8:30 AM 1:45 PM 4/28/20 Tuesday DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 RM Construction NW, Inc Contact Project Manager SSR Reviewed Are approved Plans/Permits onsite YES NO Project No. Permit No. At the client’s request, ESNW rep was onsite to observe rockery construction and earthwork activities. The focus of the work is related to completing the rockeries along the south side of the project. Rockeries While onsite, rep used a ½” 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 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. (See Image) ESNW rep will return to observe earthwork activities when requested by client. Jackson Lundgren, Field Technician, (206) 468-0991 Earth Solutions NWLLC Field Rep. Project No. Page of Report No. JTL 0895.06 1/1 165 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711 TOLL FREE: (866)366-8710 Time On Site Time Off Site Date Day of Week 10:30 AM 2:45 PM 4/29/20 Wednesday DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 RM Construction NW, Inc Contact Project Manager SSR Reviewed Are approved Plans/Permits onsite YES NO Project No. Permit No. At the client’s request, ESNW rep was onsite to observe rockery construction and earthwork activities. The focus of the work is related to completing the rockeries along the south side of the project. Rockeries While onsite, rep used a ½” 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 upper course of rocks, then backfill with 2”-4” quarry spalls. Observation of the area above the rockery found no tension cracks, slumping or other obvious signs of instability of native material. ESNW rep recommended 2’ over-excavation for lower rockery keyway located at southwest quadrant of site. (See Image) ESNW rep will return to observe earthwork activities when requested by client. Jackson Lundgren, Field Technician, (206) 468-0991 Earth Solutions NWLLC Field Rep. Project No. Page of Report No. JTL 0895.06 1/1 166 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711 TOLL FREE: (866)366-8710 Time On Site Time Off Site Date Day of Week 10:00 AM 2:30 PM 4/30/20 Thursday DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 RM Construction NW, Inc Contact Project Manager SSR Reviewed Are approved Plans/Permits onsite YES NO Project No. Permit No. At the client’s request, ESNW rep was onsite to observe rockery construction, earthwork activities, and test pH of stormwater. The focus of the work is related to completing the rockeries along the south side of the project. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tank rep observed <25NTU. Rep observed that contractor added dry ice to lower the pH level to 6.5, suitable for sewer discharge. Rep observed that pH level was contained onsite. Rockeries While onsite, rep used a ½” steel t-probe and observed the keyway for the rockery located at the southwest 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 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. Native material above the rockery was found to be in a stable condition. ESNW rep recommended 2’ over-excavation for rockery located at southwest quadrant of site. (See Image) ESNW rep will return to observe earthwork activities when requested by client. Jackson Lundgren, Field Technician, (206) 468-0991 Earth Solutions NWttc 1805 1361h Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425) 449-4711 TOLL FREE : (866)366-8710 DAILY FIELD REPORT Job Location Field Rep. JTL Time On Site 10:00AM Travel Time 1.25 Hr. RT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Rina Construction Contractor #2 RM Construction NW, Inc Are approved Plans/Permits onsite Supplementary Report: Contact Mike Contact □YES □ NO Project No. Project No. 0895.06 Time Off Site 12:30 PM ClienUOwner Page of 1 /1 Date 5/4/20 Weather 60s°F, Clear Report No. 167 Day of Week Monday RJ Development, LLC Field Supervisor LAC Reviewed � ¾Cl\ Project Manager Reviewed SSR Permit No. At the client's request, ESNW rep was onsite to observe earthwork activities, cut slopes, and test footing subgrade. Footing Backfill ESNW rep observed concrete pouring for a cast-in-place footing wall. Rep. used a ½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense and composed of suitable material for footing construction. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0. 75: 1 (H:V) slope. 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. Fig 1. Concrete pouring at footing wall Jackson Lund ren, Field Technician, 206 468-0991 Earth Solutions I\IWLLc 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711 TOLL FREE: (866)366-8710 DAILY FIELD REPORT Job Location Field Rep. JTL Time On Site 09:45 AM Travel Time 1.25 Hr. RT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Rina Construction Contractor #2 RM Construction NW, Inc Are approved Plans/Permits onsite Supplementary Report: Contact Mike Contact □YES □ NO Project No. Project No. 0895.06 Time Off Site 10:45 AM ClienVOwner Page of 1/1 Date 5/5/20 Weather 60s°F, Clear RJ Development, LLC Field Supervisor LAC Project Manager Reviewed SSR Permit No. Report No. 168 Day of Week Tuesday At the client's request, ESNW rep was onsite to observe earthwork activities, cut slopes, and test footing subgrade. Footing Excavation ESNW rep observed footing excavation for an 8'x8' footing. Rep. used a½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense, gray-blue silty clay and composed of suitable material for footing construction. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0. 75: 1 (H:V) slope. 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 regu lation ESNW rep will return to observe earthwork activities when requested by client. ,i. __ ..,,_,.,,r...,'61-.:3i.iiiii,,,i,1Molaiill_,.lliM.._,... Fig 1. 8' x 8' footing with trench box Jackson Lund ren, Field Technician, 206 468-0991 Earth Solutions NWLLc 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711TOLL FREE: (866)366-8710 DAILY FIELD REPORT Job Location Field Rep. JTL Time On Site 12:30 PM Travel Time 1.25 Hr. RT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Rina Construction Contractor #2 RM Construction NW, Inc Are approved Plans/Permits onsite Supplementary Report: Contact Mike Contact □YES □ NO Project No. Project No. 0895.06 Time Off Site 1:45 PM ClienUOwner Page of 1/1 Date 5/6/20 Weather 60s°F, Rain RJ Development, LLC Field Supervisor LAC Project Manager Reviewed SSR Permit No. Report No. 169 Day of Week Wednesday At the client's request, ESNW rep was onsite to observe earthwork activities, cut slopes, and test footing subgrade. Footing Backfill ESNW rep observed footing backfill. Rep. used a½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense and composed of suitable material for footing construction. Footings were backfilled with sandy silt native material and compacted in 1' lifts with a jumping jack. Footing Excavation ESNW rep observed footing excavation along the east side of the site. Rep. used a ½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be located in silty sand, and dense and composed of suitable material for footing construction. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. 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 re Fig 1. Footing backfill with native material Jackson Lund ren, Field Technician, 206 468-0991 Earth Solutions I\IWLLc 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425) 449-4704 FAX: (425) 449-4711 TOLL FREE: (866) 366-8710 DAILY FIELD REPORT Job Location Field Rep. JTL Time On Site 11:00 AM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 11:45 AM Client/Owner Page of 1 /1 Date 5/7/20 Weather 60s°F, Clear Report No. 170 Day of Week Thursday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rina Construction Contractor #2 RM Construction NW, Inc Are approved Plans/Permits onsite Supplementary Report: Contact Mike Contact □YES □ NO Project No. Field Supervisor LAC Reviewe� �'\ Project Manager Reviewed SSR Permit No. At the client's request, ESNW rep was onsite to observe earthwork activities, test pH of stormwater and footing subgrade. Footing Backfill ESNW rep observed footing backfill. Rep . used a½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense and composed of suitable material for footing construction. Footings with 4" drain pipe in crushed rock and filter fabric were backfilled with sandy silty native material and compacted in 1' lifts with a jumping jack. Footing Excavation ESNW rep observed footing excavation along the east side of the site. Rep. used a½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be located in silty sand, and dense and composed of suitable material for footing construction. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tank rep observed <25NTU. Rep observed that contractor added dry ice to lower the pH level to 6.5, suitable for sewer discharge. Rep observed that pH level was contained onsite. will return to observe earthwork activities when requested by client. Earth Solutions NWLLC Field Rep. Project No. Page of Report No. JTL 0895.06 1/1 171 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711 TOLL FREE: (866)366-8710 Time On Site Time Off Site Date Day of Week 11:00 AM 11:45 AM 5/8/20 Friday DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 RM Construction NW, Inc Contact Project Manager SSR Reviewed Are approved Plans/Permits onsite YES NO Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe earthwork activities and test footing subgrade. Footing Backfill ESNW rep observed footing backfill. Rep. used a ½” steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense and composed of suitable material for footing construction. Footings were backfilled with sandy silty native material and compacted in 1’ lifts with a jumping jack. ESNW rep will return to observe earthwork activities when requested by client. Fig 1. Preparing the subgrade for slab pouring and backfilling footiongs Jackson Lundgren, Field Technician, (206) 468-0991