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fr_3247_5-26-23_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 Sunny Trent Schoppe 5 36 58 07:45 16:00 I performed density testing of base after compaction at STA 10+13.99. Compaction was acceptable. JVL____ Type 2 gag base STA 10+13.99 Dayton materials 1 3’ BFG 2 1’BFG 122.1 122.5 9.9 Trevor Coolidge STPUD George, Les, and crew White Rock Construction 128.1 8.5 128.1 12.4 12.4 95 95 95 95 1 STA 10+13.99 Troxler 3430 19738 09/20/22 Direct 1609 6 6 - - - - - - - - - - - - - - - - 6 6 Density 607Moisture DocuSign Envelope ID: 43E4C538-B467-4E9E-8577-ADFEA8362901 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 05/26/23 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 Sunny Trevor Coolidge STPUD Trent Schoppe 5 36 58 George, Les, and crew White Rock Construction I arrived onsite and met with George and Les. Crew began excavating for second water line at sherman way for new water tank. Jake and Trey assembled new T-Valve and placed in trench. Crew connected T-Valve to new pipe. Crew then connected a 45 degree elbow to end of both pipes running parallel and connected new pipe running up the hill to new water tank. Crew placed 69.5’ of DR-18 8” pipe. Crew then began to back fill trench with base. I performed density testing of base after compaction at STA 10+13.99. Compaction was acceptable. Crew then cleaned up jobsite and made sure all environmental controls were in place before weekend. 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. JVL____ 07:45 AM PM16:00 2 DocuSign Envelope ID: 43E4C538-B467-4E9E-8577-ADFEA8362901 3+2726 ,QLWLDO DATE JOB NO.3DJH RI PROJECT 05/26/23 3247 53 STPUD 2023 INSPECTIONS & TESTING SERVICES - TASK ORDER NO. 21 Environmental control George and German discussing work plan Jake and trey assembling T-Valve Excavating trench fro new pipe. DocuSign Envelope ID: 43E4C538-B467-4E9E-8577-ADFEA8362901 3+2726 ,QLWLDO DATE JOB NO.3DJH RI PROJECT 05/26/23 3247 54 STPUD 2023 INSPECTIONS & TESTING SERVICES - TASK ORDER NO. 21 Excavating trench fro new pipe.Connecting T-Valve Placing new pipe Coating exposed nuts and bolts. DocuSign Envelope ID: 43E4C538-B467-4E9E-8577-ADFEA8362901 3+2726 ,QLWLDO DATE JOB NO.3DJH RI PROJECT 05/26/23 3247 55 STPUD 2023 INSPECTIONS & TESTING SERVICES - TASK ORDER NO. 21 Placing new pipe Compacting fill Tie in location Compacting fill DocuSign Envelope ID: 43E4C538-B467-4E9E-8577-ADFEA8362901