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Table 6.4.5-2. Spillway Slope Revetment Quantities <br /> RIPRAP RIPRAP RIPRAP SOIL SOIL <br /> RIPRAP RIPRAP RIPRAP BEDDING BEDDING BEDDING CEMENT CEMENT <br /> SPILLWAY/ POND AREA VOLUME MASS AREA VOLUME MASS AREA VOLUME <br /> [ft2] [yd3] [tons] [ft2] [yd3] [tons] [ft2] [yd3] <br /> POND 1 INLET 1219.2 45.2 102.0 1219.2 22.6 38.8 1251.2 92.7 <br /> POND 2 &3 INLET 1377.9 51.0 115.3 1377.9 25.5 43.9 1398.8 103.6 <br /> POND 2 & 3 INTERCONNECT 2559.3 189.6 <br /> POND 2 & 3 OUT 1395.6 51.7 116.8 1395.6 25.8 44.5 907.7 67.2 <br /> POND 4 IN 2819.6 104.4 236.0 2819.6 52.2 89.8 4263.8 315.8 <br /> POND 4 OUT 3337.0 123.6 279.3 3337.0 61.8 106.3 1730.2 128.2 <br /> POND 5 IN 1364.2 50.5 114.2 1364.2 25.3 43.5 1411.0 104.5 <br /> POND 5 OUT 1406.2 52.1 117.7 1406.2 26.0 44.8 2023.7 149.9 <br /> POND 3 PIPELINE EMBANKMENT SLOPE 42729.4 3165.1 <br /> POND 4 PIPELINE EMBANKMENT SLOPE 27845.3 2062.6 <br /> Totals 478.5 1,081.4 239.3 411.5 6,379.3 <br /> Amen Aggregate Resource <br /> Specific Exhibits <br /> Page 14 of 84 <br />