The URL can be used to link to this page

Home My WebLink About0895.06 DFR 66-70.pdfTo Earth �lufion NWT Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Development Date: November 15, 2019 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 Project: _Weatherly Inn Attn: Mr. Duane Meyer Email: duane accrete.build No. of uo ies Date Description 1. 1 1 11/4-11/8/19 Daily Field Report(s) # 66-70 Comments: CC: 1: 2: 3: 4: 5: John Wilson Mark Richardson Jeff Brain Jennifer Vo ele Jonathan Chavez ATTN- ATTN ATTN: ATTN: ATTN: johnw@rinocon.com markg.accrete. build jeff@accrete.build Jennifer accrete. build Lhavez@rentonwa.gov Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 136t" PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutlo"s NWLLC Field Rep. Project No Page of Report No. AK 0895.06 1 /1 66 1805 1361h Place NE, FAX: Time On Site _ Time Off Site Date Day of Week NWLLC Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 12:45 PM 1:15 PM 11/4/19 Monday (425) 449-4704 (866) 366-8710 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 General Contractor's Superintendent RJ Development, LLC Received Onsite By _l General Contractor Grading Contractor Grading Foreman Checked By Rino Construction I Rod11110 Are approved Plans/Permits onsite L _1 YES ❑ NO Project No Permit No ..... J 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'xD6'). Rep observed contractor place 8" ductile iron pipe at the toe of the excavation in a 6" lift of pea gravel. Rep will return to take compaction test as needed tomorrow, November 5, 2019. 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. Rep will return to take compaction test as needed tomorrow, November 5, 2019. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth SOIUH0CIS NWLLC Field Rep. Project No. Page of Report No AK j 0895.06 1 /2 + I t 1805 136" Place NE, FAX: _67 Date Day of Week Time On Site Time Off Site 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 Weather DAILY FIELD REPORT Travel Time 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 tf/15 � Rino Construction Rod Are approved Plans/Permits onsite ❑ YES f NO Project No. I Permit No. Test Reference Maximum Fill Test Dry % of Number Test Location (Water Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve Ibs /cu.ft. % lbs./cu.ft. Dry Density 57 See map for approximate location -4' 1 130.7 96 58 See map for approximate location -2' 1 130.7 Ll2.124.8 123.6 95 59 See map for approximate location ! SG 1 130.7 Zff 123.9 95 Test Reference Maximum Fill Test Dry % of Number Test Location (Vault Backfill) Elevation Compaction Dry Density Moisture Density Maximum ...... ........... ...... ... _ See map for approximate location Curve 1 Ibs /cu.ft. 130.7 % Ibs./cu.ft. Dry Density 60 -8' 12.0 124.6 95 61 See map for approximate location See map for approximate location -6' 1 130.7 11.1 124.9 96 62 -8' 1 130.7 10.7 124.8 96 63 See map for approximate location -6 1 130.7 1 12.4 1 124.1 95 At the client's request, ESNW rep was onsite to observe or test water line backfill and vault backfill. IA/#e. 1 :.... 12 11CH r.n c uavnu 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 Ibs./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 Ibs./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. r Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE ------------ Field Rep. Project No. Page of Earth SOMHOHS NW«c AK 0895.06 2/2 F ionsl 1805 1361h Place NE, FAX: Time On Site Time Off Site Date Suite 201 (425) 449-4711 6L Bellevue, WA 98005 TOLL FREE: 12:00 PM; 12:15 PM; 11/5/19 (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 57, 58, 59 COPY TO: Report No. 67 Day of Week Tuesday CONTINUED ON NEXT PAGE u Earth Solutions NIVLLC Field Rep Project No. Page of Report No. _AK 0895.06 1 /2 68 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: 1:00 PM 2:00 PM 11/6/19 Wed (425) 449-4704 (866) 366-8710 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 50sOF, Clear Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor's Superintendent Received Onsite By General Contractor Grading Contractor Grading Foreman Checked By 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'xD18'). 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 Rep observed contractor place brown silty sand with gravel material in loose 12"-18" lifts above the vault. Contractor expressed plans to continue placing native material above the vault for the parking lot subgrade. Rep will return tomorrow, November 7, 2019, to observe and test the material as needed. ESNW rep will return to observe earthwork activities when requested by client. f r Andrew Kimn, Senior Technician, 206-430-9183 i COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NW«C Field Rep Project No. Page of Report No. AK 0895.06 2/2 68 I 1 =J1805 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: 11/6/19 Wed (425) 449-4704 (866) 366-8710 1:00 PM 2:00 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 On site By i Checked By Grading Contractor Grading Foreman 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.fL % Ibs-/cu.ft. Dry Density 64 See map for approximate location -4' 1 130.7 12.5 124.5 95 65 See map for approximate location -2' 1 130.7 12.3 123.8 1 95 66 See map for approximate location SG 1 1 130.7 11.6 124.3 95 64, 65, 66 COPY TO: CONTINUED ON NEXT PAGE ❑ bArMl Earth Solutions NW«C Field Rep. AK I I I 1805 136" Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 11:45 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 Project No. Page of Report No. 0895.06 1 /1 69 Time Off Site Date _ Day of Week 2:00 PM 11/7/19 Thursday Weather 50s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By 1*f1/10 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'xD18'). Rep observed contractor place 8" ductile iron pipe at the toe of the excavation in a 6" lift of pea gravel. Contractor expressed plans to continue backfilling material for the water line after a thrust block has been poured. Grading Foreman Rod Vault Excavation Rep observed contractor place brown silty sand with gravel material in loose 12"-18" lifts above the vault. Contractor expressed plans to continue placing native material above the vault for the parking lot subgrade. Rep will return tomorrow, November 8, 2019, to observe and test the material as needed. ESNW rep will return to observe earthwork activities when requested by client. Earth Solutions NWLLc i t i 1805 13611 Place NE, FAX: Suite 201 (425) 449-4711 Bellevue. WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 DAILY FIELD REPORT Project Name Weatherly Inn General Contractor Grading Contractor Rino Construction Field Rep AK Time On Site 12:15 PM; 3:15 PM Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod Are approved Plans/Permits onsite 0 YES ❑ NO Project No. Project No Page of I 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 Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. FAtthelient's request, ESNW rep was onsite to observe or test lock and load wall and vault backfill. 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. Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NWLLC Field Rep Project No. Page of Report No - AK 0895.06 2/2 70 ir 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: 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 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 (Vault Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % lbs./cu,ft- Dry Density 67 See map for approximate location -61 1 130.7 12.0 124.7 95 68 See map for approximate location -4' 1 130.7 11.8 124.0 95 COPY TO: CONTINUED ON NEXT PAGE