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Home My WebLink About20191114144334.pdfEa rth Earth Solutions NW, LLC LETTER OF TRANSMITTAL To: RJ Develyyment 401 Central Street SE Olympia, WA 98501 Attn: Mr. Duane Meyer Email: duane(a,accrete.build No. of Date: November 14, 2019 ESNW No.: ES- 895.06 Project: Weatherly Inn uo ies uaie uescription 1 1 11/5-11/8/19 Daily Field Report(s) # 67 & 70 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: iohnwCa.rinocon.com ATTN: mark accrete build ATTN ieff(a.accrete.build ATTN. Jenniferpaccrete. build ATTN. _19havez@rentonwa gov 1805 — 136"' PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions NWLLC Field Rep. Project No. Page of Report No. AK 0895.06 1/2 67 E { 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; 12:15 PM; 11/5/19 Tuesday (425) 449-4704 (866) 366-8710 3:15 PM 4:15 PM DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 50s°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 YES ❑ NO Project No Permit No. Test Reference Maximum Fill Test Dry % of Number Test Location (Water Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % lbs./cu.ft. Dry Density 57 See map for approximate location 4 1 130.7 12.1 124.8 96 58 See map for approximate location -2' 1 130.7 10.9 1 123.6 1 95 59 See map for approximate location SG 1 130.7 11.3 123.9 1 95 Test Reference Maximum Fill Test Dry % of Number Test Location (Vault Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % lbs./cu.ft. Dry Density 60 See map for approximate location -8' 1 130.7 12.0 124.6 95 61 See map for approximate location -6' 1 130.7 11.1 124.9 96 62 See map for approximate location -8' 1 130.7 10.7 124.8 96 63 See map for approximate location -6' 1 130.7 12.4 124.1 95 At the client's request, ESNW rep was onsite to observe and test water line backfill, vault excavation and backfill and earthwork activities. Water Line Backfill While onsite, rep observed contractor use a large excavator to excavate a water line (W5'xD6'). Rep observed contractor place 8" ductile iron pipe at the toe of the excavation in 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 and Backfill 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.). Contractor expressed plans to continue backfilling vault tomorrow, November 5, 2019. Rep will return to observe and test compaction as needed. ESNW rep will return to observe earthwork activities when requested by client. 4—L, �— Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Field Rep. Project No. Page of Report No. Earth Solutions NiN«C AK 0895.06 2/2 67 t t 1805136 ffi 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: 12:15 PM, 11/5/19 Tuesday (425) 449-4704 (866) 366-8710 3:15 PM 4:15 PM DTravel Time .Weather DAILY FIELD REPORT 1.25 Hr. RT 50s°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 Rino Construction Are approved Plans/Permits onsite Grading Foreman Rod LJ YES ❑ NO Project No. Checked By Permit No. CONTINUED ON NEXT PAGE Earth S01UH0111S NVVLLC Field Rep. ' 0895.06 1 1805136 1h Place NE, FAX: _AK Time On Site Suite 201 (425) 449-4711 Date Bellevue, WA 98005 TOLL FREE: 12:15 PM; (425) 449-4704 (866) 366-8710 3:15 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 Grading Contractor Rino Construction Grading Foreman Rod Project No. Page of Report No. 0895.06 1/2 70 Time Off Site Date Day of Week 1:45 PM; 11/8/19 Friday 4:45 PM _ Weather 50s°F, Clear 7Client /Owner RJ Development, LLC Received Onsite By Checked By Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Permit No ' At the client's request, ESNW rep was onsite to observe and test lock and load wall, vault excavation and backfill and earthwork activities. Lock and Load Wall While onsite, rep observed contractor use a large excavator to excavate the slope and excavation for the lock and load wall. Rep observed contractor excavate the keyway for the wall. Although over -steepened (near vertical), rep observed that the cut was stable in its current configuration. ESNW recommends that ENSW representative be onsite while contractor is working near or within the cut slope. Rep recommended that contractor place plastic sheeting over the exposed slope to prevent stormwater from permeating the surface. Rep will return Monday, November 11, 2019, to observe the conditions of the slope. Vault Excavation and Backfill 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.). Contractor expressed plans to continue backfilling vault Monday, November 11, 2019. Rep will return to observe and test compaction as needed. ESNW rep will return to observe earthwork activities when requested by client. 4-4-S �_ Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NINLLC Field Rep. Project No. Page of Report No. t AK 0895.06 2/2 70 { 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: 12:15 PM; 1:45 PM; 11/8/19 Friday (425) 449-4704 (866) 366-8710 3:15 PM 4:45 PM ................ DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 50s°F, Clear I---- Project Name L Weatherly Inn ........... General Contractor Job Location 4500 Talbot Rd. S_., Renton, WA General Contractor's Superintendent Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite El YES F� NO Project No. Test Number 67+8 68 COPY TO: Test Location (Vault Backfill) See map for approximate location See map for approximate location Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. CONTINUED ON NEXT PAGE ❑ Reference Maximum Fill ............. Test Dry % of Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % lbs./cu.ft. Dry Density 6' 1 130.7 12.0 124.7 95 -4' 1 130.7 11.8 i 124.0 95 CONTINUED ON NEXT PAGE ❑