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Home My WebLink About20191021123352.pdfTo: 4U i E. 1-1 'So i into ra Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Development Date: October 21. 2019 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 Project: _Weatherly Inn Attn: Mr. Duane Meyer Email: duanegaccrete. build No. of Copies Date Description 1 10/15-10/18/19 Daily Field Report(s) # 52-55 Comments: CC: 1: John Wilson 2: Mark Richardson 3: Jeff Brain 4: Jennifer Vo ele 5: Jonathan Chavez Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. ATTN: iohnwO..rinocon.com ATTN: markaaccrete. build ATTN: Ieffe-accrete. build ATTN: 'ennifer accrete. build ATTN. _jchavez a@rentonwa ;gov 1805 —136t' PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions W. Ir I 1805 136" Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 111:30 AM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Weatherly Inn General Contractor Field Rep. Project No. Page of Report No. AK 1 0895 1 1/2 52 Time On Site I Time Off Site I Date Day of Week Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent 1:00 PM ' 10/15/19 ' Tuesday Weather 60s°F, Overcast Client / Owner RJ Development, LLC Received Onsite By Grading Contractor Grading Foreman Checked By to 1�q Rino Construction Rod / Are approved Plans/Permits onsite YES ❑ NO Project No Permit No. Test Reference Maximum Fill Test Dry % of Number Test Location (Sewer Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % lbs./cuff. Dry Density 41 See map for approximate location 4 1 130.7 12.3 124.5 95 42 See map for approximate location -2' 1 130.7 11.4 124.0 95 43 See map for approximate location SG 1 130.7 11.8 125.1 96 FAhe client's request, ESNW rep was onsite to observe and test sewer line backfill, vault excavation and earthwork ivities. Sewer Line Backfill While onsite, rep observed contractor use a large excavator to excavate a sewer line (W1 2'xL1 2'xD1 1'). Rep observed contractor place a sewer manhole structure at the toe of the excavation on a 6" 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. 4-1--S �_ Andrew Kimn, Field Technician, 206-430-9183 LCOPY TO: CONTINUED ON NEXT PAGE Earth Solutions NWLLC Field Rep. AK t TT 1=1 1805 136" Place NE. FAX: Suite 201 (425) 449-4711 Time On Site Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 11:30 AM 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 Grading Foreman Rino Construction Rod Project No. Page of Report No. 0895.06 2/2 52 Time Off Site Date Day of Week 1:00 PM 10/15/19 Tuesday Weather 60s°F, Overcast Client / Owner RJ Development, LLC Received Onsite By Checked By Are approved Plans/Permits onsite ❑ YES ❑ NO Project No Permit No. COPY TO: CONTINUED ON NEXT PAGE 41, 42, 43 -31 •-h tl�� «f�r�r F p..,. � COPY TO: CONTINUED ON NEXT PAGE EarthAK Earth Solutions NWLLC Field Rep. Project No. Page of Report No. Test 0895.06 1/2 53 I 1805 136" Place NE, FAX: Time On Site Time Off Site Date Day of Week Dry Density Suite 201 (425) 449-4711 Density Maximum Bellevue, WA 98005 TOLL FREE: 9:30 AM 11:45 AM 10/16/19 Wed 44 (425) 449-4704 (866) 366-8710 -2' 1 130.7 11.5 Travel Time 96 Weather See map for approximate location DAILY FIELD REPORT 1 130.7 1 1.25 Hr. RT 124.3 60s°F, Overcast 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 I Rod Checked By ` Alio J1-1 Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Permit No. Test Reference Maximum Fill Test Dry % of Number Test Location (Sewer Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % lbs./cu.ft. Dry Density 44 See map for approximate location -2' 1 130.7 11.5 124.8 96 45 See map for approximate location SG 1 130.7 1 12.8 124.3 95 At the client's request, ESNW rep was onsite to observe and test storm line backfill, vault excavation and earthwo6 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 L - - f COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NW«C Field Rep. ' AK I rR I t 1805 136" Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Weather Bellevue, WA 98005 TOLL FREE: 9:30 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 Wed Weather Grading Foreman Grading Contractor Rino Construction Rod Project No. 0895.06 Page of 2/2 Report No. 53 Time Off Site Date Day of We 11:45 AM 10/16/19 Wed Weather 60s°F, Overcast Client / Owner RJ Development, LLC Received Onsite By Checked By Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Permit No. COPY TO: CONTINUED ON NEXT PAGE Grading Contractor Rino Construction Grading Foreman Rod Are approved Plans/Permits onsite ❑ YES F-] NO Project No, Project No. Earth Solutions NW«C Field Rep. 0895.06 1/1 AK �' I 1805 136" Place NE, FAX: Time On Site 2:30 PM Suite 201 (425) 449-4711 Thursday Bellevue, WA 98005 TOLL FREE: 2:00 PM (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 Are approved Plans/Permits onsite ❑ YES F-] NO Project No, Project No. Page of Report No. 0895.06 1/1 54 Time Off Site Date Day of Week 2:30 PM 10/17/19 Thursday Weather 50s°F, Rain Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. At the client's request, ESNW rep was onsite to observe vault excavation and earthwork activities. 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 i Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite F YES ❑ NO Project No. At the client's request, ESNW rep was onsite to observe earthwork activities. Project No. Earth Solutions NWILLC Field Rep. 0895.06 1/1 AK I I M 1=1 1805 136t1 Place NE, FAX: Time On Site 2:45 PM Suite 201 (425) 449-4711 Friday Bellevue. WA 98005 TOLL FREE: 2:30 PM (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 i Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite F YES ❑ NO Project No. At the client's request, ESNW rep was onsite to observe earthwork activities. Project No. Page of Report No. 0895.06 1/1 55 Time Off Site Date Day of Week 2:45 PM 10/18/19 Friday Weather 50s0F, Rain Client / Owner RJ Development, LLC Received Onsite By Checked By L+ 16/1.1 Permit No. While onsite, rep observed that contractor had postponed work due to the current weather conditions. Contractor expressed plans to continue work onsite when weather conditions have improved. Rep will return to observe and test earthwork activities as needed and to observe vault excavation. 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 R