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fr_3247_5-30-23_tls'$7( -2%12 352-(&7 /2&$7,21 2:1(5 &2175$&725 :($7+(5 7(03 ƒ) DW $0 ƒ) DW30 35(6(17$76,7( 6LHUUD0DQRU'ULYH6XLWH 5HQR 1HYDGD SKRQH   ID[   FIELD REPORT 7+()2//2:,1*:$6127(' 5HSRUW1R ,1+286(5287(72 (0$,/ -$'BBB Submitted by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outh Lake Tahoe, CA South Tahoe Public Utility District White Rock Construction Adrian Combes SOUTH TAHOE PUBLIC UTILITY DISTRICT 1275 Meadow Crest Drive South Lake Tahoe, CA 96150 Partly cloudy/light ra Trent Schoppe 5 45 50 07:45 17:00 I performed density testing of base at STA 10+60, compaction was acceptable. JVL____ Type 2 agg base STA 10+60 Dayton materials 1 126.3 9.3 Trevor Coolidge STPUD George, Les, and crew White Rock Construction 128.1 12.4 99 95 1 Troxler 3430 19738 09/20/22 Direct 1623 6 - - - - - - - - - - - - - - - - - - 6 Density 614Moisture DocuSign Envelope ID: 5B8B85D6-17B4-4BEA-912D-B36CCE02AFDC DATE JOB NO.3DJHRI PROJECT LOCATION OWNER CONTRACTOR WEATHER TEMP ° F at °F at PRESENT AT SITE 6LHUUD0DQRU'ULYH6XLWH Reno, Nevada 89511 phone (775) 851-8205 fax (775) 851-8593 ),(/'5(3257 THE FOLLOWING WAS NOTED Report No. IN HOUSE ROUTE TO: EMAIL: JAD___ Submitted by 05/30/23 3247 STPUD 2023 INSPECTIONS & TESTING SERVICES - TASK ORDER NO. 21 South Lake Tahoe, CA South Tahoe Public Utility District White Rock Construction Adrian Combes SOUTH TAHOE PUBLIC UTILITY DISTRICT 1275 Meadow Crest Drive South Lake Tahoe, CA 96150 Partly cloudy/light rai Trevor Coolidge STPUD Trent Schoppe 5 45 50 George, Les, and crew White Rock Construction I arrived onsite and met with George and Les. Crew began excavating for new water line from STA 10+40 to STA 11+00. Crew discovered large rocks in their excavation and used boulder buster to break up large rock that excavator couldn’t move. Crew removed 22 yards of rock excavation. After excavating the trench crew began placing 8” DR-18 pipe with restrained connections. Crew opened up 50’ of trench and placed 90’ of DR-18 8” pipe (all restrained connections). 1 - T-Valve, 1 - 11.25 elbow. The two parallel pipe were spaced 1’ minimum apart After placing pipe crew placed tracer wire, painted all exposed fittings with mastic, and pumped any standing water out of trench, then backfilled with base and compacted. I performed density testing of base at STA 10+60, compaction was acceptable. Crew then backfilled 1 lift of native to T-Valve, then checked all environmental controls and cleaned site before leaving. White rock crew: George, Les, Edwardo, Steven, German, Trey, Alex, Jake, Richard, and Dwight. Equipment onsite: Cat 305 ex, Cat 309 ex, Cat 928 loader, 10 wheel dump truck, 1 ton truck, 1 ton truck, 4 trench plates, 4 shores, IR Air Co press or 250. JVL____ 07:45 AM PM17:00 2 DocuSign Envelope ID: 5B8B85D6-17B4-4BEA-912D-B36CCE02AFDC 3+2726 ,QLWLDO DATE JOB NO.3DJH RI PROJECT 05/30/23 3247 53 STPUD 2023 INSPECTIONS & TESTING SERVICES - TASK ORDER NO. 21 Laying out trench Rock excavation Placing pipe Placing pipe DocuSign Envelope ID: 5B8B85D6-17B4-4BEA-912D-B36CCE02AFDC 3+2726 ,QLWLDO DATE JOB NO.3DJH RI PROJECT 05/30/23 3247 54 STPUD 2023 INSPECTIONS & TESTING SERVICES - TASK ORDER NO. 21 Fitting pipe Connecting restraints Painting mastic on exposed fitting Leveling T-Valve DocuSign Envelope ID: 5B8B85D6-17B4-4BEA-912D-B36CCE02AFDC 3+2726 ,QLWLDO DATE JOB NO.3DJH RI PROJECT 05/30/23 3247 55 STPUD 2023 INSPECTIONS & TESTING SERVICES - TASK ORDER NO. 21 Placing base Compacting base Compacting base Compacting native DocuSign Envelope ID: 5B8B85D6-17B4-4BEA-912D-B36CCE02AFDC