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SITE INSPECTION <br />Following review of the design parameters, regular site inspections <br />were conducted to supervise the construction of the embankments and <br />to verify that the various design parameters were being met. The <br />following is a summary of the site inspections: <br />10/3/80 Observe construction methods; Inspect fill material <br />and progress of structures <br />10/4/80 Take samples of fill material from pit; Take samples <br />of fill material from embankments A, B, C, and D for <br />density and moisture determination <br />10/8/80 Check dimensions of principle spillway Embankment C; <br />Check progress of Embankments A, B and D; Take <br />samples for moisture and density tests of Embankment D <br />10/14/80 Inspect Embankment C, B, A, D and E; Take samples for <br />density and moisture determination at Embankment E <br />10/20/80 Inspect Embankments A, B, C, D and E; Check construction <br />methods and constructed dimensions; Take samples from <br />Embankment E for moisture and density determinations <br />10/27/80 Check dimensions of Embankments A, B, C, D and E; <br />Review required changes with George Patterson <br />10/31/80 Check dimensions of Embankments A, B, C, D and E <br />and progress of construction <br />11/21/80 Check final dimensions of Embankments A, B, C, D <br />and E prior to placement of rip rap material; Inspect <br />rip rap material at Sheep Mountain and Willow Creek <br />sites <br />2/27/81 Check final rip rap elevation and placement of rip <br />rap material for Embankments A, B, C, D and E <br />4/25/81 Check final rip rap placement of Embankments A, B, <br />C, D and E. Final inspection <br />Sample Testing and Analysis <br />Samples collected during the site inspections were analyzed to determine <br />the moisture content of the fill material and density of the fill <br />5 A ~ ~ lNC. <br />