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Home My WebLink About0895.06 DFR 3-7.pdfEa rth 1S0111 ion MVLL To: RJ Development Earth Solutions NW, LLC LETTER OF TRANSMITTAL 401 Central Street SE Olympia, WA 98501 Attn: Mr. Duane Meyer Email: duane2,accrete.build No. of Date: August 12, 2019 ESNW No.: ES- 895.06 Project: Weatherly Inn _ Uo ies Uate Description 1 1 8/5-8/9/19 Dailv Field Report(s) # 3-7 Comments: CC: 1: 2: 3: 4: 5: John Wilson Transmitted By: Earth Solutions NW, LLC PM: Scott Rie el, L.G., L.E.G. ATTN: ATTN: ATTN: ATTN: ATTN: johnw@rinocon.com 1805 —136th 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 1805 136" Place NE, FAX: Time On Site 6lL Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 10:45 AM (425) 449-4704 (866) 366-8710 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 Rino Construction Grading Foreman Rod Project No. Page of Report No. 0895.06 1 /1 3 Time Off Site Date Day of Week 11:45 AM 8/5/19 Monday Weather 80s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By g 1, Are approved Plans/Permits onsite 0 YES NO Project No Permit No At the client's request, ESNW rep was onsite to observe and test mass fill and earthwork activities. Mass Fill While onsite, rep observed contractor use two large excavators, a large dozer, and several haul trucks. Rep observed contractor export material offsite. Rep observed contractor place and compact with native material for general fill in the northwest corner of the site. Rep observed contractor using a large sheep's foot roller for compaction. Rep took compaction tests and will release compaction test results once proctor is processed. ESNW rep `will return to observe earthwork activities when requested by client f / Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NW«C T 7 %i 1 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 No. 0895.06 Time Off Site 10:00 AM; 12:15 PM Page of Report No 1 /1 4 Date Day of Week 8/6/19 Tuesday r80 eather s°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 ByLA- e! Rino Construction Rodrytt _...... Are approved Plans/Permits onsite _ F] YES t NO Project No. Permit No. ........... ............. . At the client's request, ESNW rep was onsite to observe and test mass fill, rockeries and earthwork activities. Mass Fill While onsite, rep observed contractor use two large excavators, a large dozer, and several haul trucks. Rep observed contractor export material offsite. Rep observed contractor place and compact with native material for general fill in the northwest corner of the site. Rep observed contractor using a large sheep's foot roller for compaction. Rep took compaction tests and will release compaction test results once proctor is processed. Field Rep. AK Time On Site 8:30 AM; 11:00 AM Travel Time 1.25 Hr. RT Rockeries Rep was onsite with ESNW manager Scott. Rep and Scott discussed the conditions of the keyways for the proposed rockeries. ESNW recommends that ESNW rep be onsite when rockery contractor is onsite to observe the construction of the rockeries. 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 El Larth Solutions NWLLC Field Rep AK Project No. Page of Report No. 0895.06 1 /2 5 ' 5 136`h Place NE, FAX: Time On Site _ Time Off Site Date Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 8:45 AM; 11:30 AM; 8/7/19 Wed (425) 449-4704 (866) 366-8710 12:15 PM 12:45 PM DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 80s°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 II Grading Contractor Grading Foreman Checked By$/i1 Rino Construction Rod Are approved Plans/Permits onsite El YES NO Project No. Permit No. Test Reference Maximum Fill Test Dry % of r Test Location Elevation Compaction Dry Density Moisture Density Maximum r7l!eL fill Curve lbs./cu.ft. % lbs./cu.ft. Dry Density 1 See map for approximate location -5' -3' 1 1 130.7 130.7 10.3 10.0 124.3 123.6 95 95 2 See map for approximate location 3 See map for approximate location -1' 1 130.7 9.6 123.8 95 4 See map for approximate location -5' 1 130.7 9.4 124.0 95 5 See map for approximate location -3' 1 130.7 10.8 124.7 95 6 See map for approximate location -1' 1 130.7 11.3 123.5 95 7 See map for approximate location -4' 1 130.7 10.2 123.9 95 8 See map for approximate location -2' 1 1 130.7 10.7 124.6 95 g See map for approximate location -4' 1 1 130.7 9.5 124.3 95 At the client's request, ESNW rep was onsite to observe and test mass fill, rockeries and earthwork activities. Mass Fill While onsite, rep observed contractor use two large excavators, a large dozer, and several haul trucks. Rep observed contractor export material offsite. Rep observed contractor place and compact with native material for general fill in the northwest corner of the site. Rep observed contractor use a dozer to place loose 6" lifts and using a large sheep's foot roller for compaction. Rep took compaction tests and observed material to be adequate of at least 95% of its maximum dry density (130.7 lbs./cu. ft.). Rep observed contractor using a water truck to add water to native material fill. Rockeries Rep used a'/z" steel t-probe and observed the keyway for the rockery located at the northeast corner of the site to be very dense, firm, unyielding, and suitable for support of the proposed rockery. Earthwork Activities Rep observed contractor use a large dozer, a large excavator, and several haul trucks to excavate material from site. Rep observed contractor exporting material offsite. 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«C Field Rep. Project No. Page of Report No. AK 0895.06 2/2 5 F 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: 8:45 AM; 11:30 AM; 8/7/19 Wed (425) 449-4704 (866) 366-8710 12:15 PM 12:45 PM DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 80s°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 L—S YES NO Project No Permit No. ir 1 2, 3 t r" r.3 W�..� it AP COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NW«C Field Rep Project No. Page of Report No. AK 0895.06 1 /1 6 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: 10:15 AM 1:00 PM 8/8/19 Thursday (425)449-4704 (866)366-8710 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 70s°F, Cloudy 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 g�tt Are approved Plans/Permits onsite 0 YES ❑ NO Project No Permit No. At the client's request, ESNW rep was onsite to observe and test mass fill, rockeries and earthwork activities. Mass Fill While onsite, rep observed contractor use two large excavators, a large dozer, and several haul trucks. Rep observed contractor export material offsite. Rep observed contractor place and compact with native material for general fill in the northwest corner of the site. Rep observed contractor use a dozer to place loose 6" lifts and using a large sheep's foot roller for compaction. Rep collected sample proctor of material from fill. Rep will return to take compaction tests as needed. Rockeries Rep used a 1/" steel t-probe and observed the keyway for the rockery located at the northeast corner of the site to be very dense, firm, unyielding, and suitable for support of the proposed rockery. Rep observed contractor place a few courses of rocks with a 4" perforated pipe behind the basecourse. Pipe was observed embedded in an 8" lift of V- 2" wash rock wrapped in a geotextile. Above the wash rock rep observed contractor backfilling the rockery face with 2"-4" quarry spalls. Earthwork Activities Rep observed contractor use a large dozer, a large excavator, and several haul trucks to excavate material from site. Rep observed contractor exporting material offsite. 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 NWLLC Field Rep Project No Page of Report No AK 0895.06 1 /1 7 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: 8/9/19 Friday (425) 449-4704 (866) 366-8710 10:00 AM 11:00 AM y ............. DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 70s°F, Cloudy Project Name Weatherly Inn I General Contractor Grading Contractor Rino Construction Are approved Plans/Permits onsite Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod YES ❑ NO Project No Client / Owner RJ Development, LLC Received Onsite By Checked By 14, 8 `1 ` 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 northeast corner of the site to be very dense, firm, unyielding, and suitable for support of the proposed rockery. Rep observed contractor use a medium sized excavator to place a few courses of rocks with a 4" perforated pipe behind the basecourse. Pipe . was observed embedded in an 8" lift of 1 "-2" wash rock wrapped in a geotextile. Above the wash rock rep observed contractor backfilling the rockery face with 2"-4" quarry spalls. j Earthwork Activities Rep observed contractor use a large dozer, a large excavator, and several haul trucks to excavate material from site. Rep observed contractor exporting material offsite. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Field Technician, 206-430-9183