The URL can be used to link to this page

Home My WebLink About0895.06 DFR 37-40.pdfi Earth lulian 4 To: Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Develo meat Date: September 30, 2019 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 Project: Weatherly inn Attn: Mr. Duane Meyer Email: duane(a,accrete.build No. of Copies Date Description 1 9/23-9/27/19 Daily Field Reports # 37-40 Comments: CC: 1: John Wilson ATTN._johnw@rinocon.com 2: Mark Richardson ATTN: mark accrete.build 3: Jeff Brain ATTN' eff accrete. build 4. Jennifer Vo ele ATTN: jenniferaa accrete.build 5: Jonathan Chavez ATTN. _jchavez@rentonwa.gov Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 136"' PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions NWILILC AK Re I ' 1805 1361' Place NE, FAX: Suite 201 (425) 449-4711 Time On Site Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 4:15 PM DAILY FIELD REPORT Travel Time Weather — 1.25 Hr. RT 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 Checked By91Z°) I Rino Construction Rod FA,epproved Plans/Permits onsite ❑ YES NO Project No Permit No At the client's request, ESNW rep was onsite to observe storm line backfill and earthwork activities. Storm Line Backfill While onsite, rep observed contractor use a small sized excavator to excavate a storm line. Rep observed trench to be W3'xD3' approximately. Contractor was observed placing 12" corrugated pipe at the toe of the excavation and embedding the pipe in an 8" lift of 5/8" minus crushed rock. Contractor expressed plans to continue storm line excavation and backfill tomorrow, September 24, 2019. Rep will return to observe and test the backfill as needed. Project No. Page of Report No. 0895.06 1 /1 37 Time Off Site Date Day of Week 5:0o PM 9/23/19 Monday ESNW rep will return to observe earthwork activities when requested by client. 1 Andrew Kimn, Field Technician, 206-430-9183 [COLPY TO: CONTINUED ON NEXT PAGE CI bAFF M. Earth Solutions NWLLC Field Rep AK i t 1805 1361h Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 9:30 AM DAILY FIELD REPORT Travel Time J 1.25 Hr. RT Project Name Weatherly Inn General Contractor Grading Contractor Rino Construction rAre approved Plans/Permits onsite Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod ❑ YES ❑ NO Project No Project No Page of Report No. 0895.06 1 /1 38 Time Off Site Date Day of Week 10:00 AM 9/24/19 Tuesday Weather 60s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By �q%g Permit No _ 1 At the client's request, ESNW rep was onsite to observe baker tank turbidity, rockeries and earthwork activities. Baker Tank Turbidity While onsite, rep observed that baker tanks were filled with onsite stormwater. Rep used a turbidity meter and took turbidity test on stored storm water from baker tanks. Rep observed 16.0 NTUs and 17 NTUs meeting the public stormwater requirements. Rockeries Rep used a'/" steel t-probe and observed the keyway for the rockery located at the upper tier of the mid -east perimeter 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 will return tomorrow, September 25, 2019, to observe the continuation of the rockery construction. ESNW rep will return to observe earthwork activities when requested by client. 1 Andrew Kimn, Field Technician, 206-430-9183 COPY TO: l CONTINUED ON NEXT PAGE Earth 80111111iQlffS NWL Lc Earth Solutions NWLLC 1805 136" Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 Field Rep. Project No. AK 1 0895.06 Time On Site I Time Off Site 9:45 AM 1 10:45 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 i_ G�Grading Contractor Grading Foreman Rino Construction Rod FArepproved Plans/Permits onsite El YES R NO Project No. Page of Report No. 1/2 39 Date Day of Week 9/26/19 Thursday Weather 60s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By 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 33 1 See map for approximate location I -2' 1 1 1 130.7 1 11.6 1 124.2 1 95 FAt the client's request, ESNW rep was onsite to observe and test water line backfill, baker tank turbidity, rockeries, 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.). Baker Tank Turbidity Rep observed that baker tanks were filled with onsite stormwater. Rep used a turbidity meter and took turbidity test on stored storm water from full baker tank. Rep observed 7.9 NTUs meeting the public stormwater requirements. Rockeries Rep observed that the rockery contractor had completed the third -tier rockery at along the upper east perimeter to the site. Rep observed that contractor had backfilled the rockery boulders 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 NWILILC Field Rep. AK t { ' 1805 136" Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 9:45 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 Contractors Superintendent Grading Contractor Rino Construction Are approved Plans/Permits onsite Grading Foreman Rod ❑ YES ❑ NO Project No. Project No. Page of Report No. 0895.06 2/2 39 Time Off Site Date Day of Week 10:45 AM 9/26/19 Thursday Weather 60s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. COPY TO: CONTINUED ON NEXT PAGE Field Rep Project No Page of Report No. Earth Solutions WILL C AK 0895.06 1/1 40 t t 1805 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: 9/27/19 Friday (425) 449-4704 (866) 366-8710 1:15 PM 2:30 PM y 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 By9%Z9 Rino Construction Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. 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. Rep observed contractor pouring concrete for thrust block at the first bend of the pipe. Rep will return Monday, September 30, 2019, to observe and test compaction of the water line backfill. 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 OTO: CONTINUED ON NEXT PAGE