Laserfiche WebLink
<br />,.. ~ ,- . ,. ... <br />lj t'! J ~-'S <br />the Appendix. <br />rates for the <br /> <br />The following are the calculated canal seepage <br />four test sites: <br /> <br />. <br /> <br />- Test Pond No. 1 - Seepage rate ~ 0.07 ft'/ft'/day <br />- Test Pond No. 2 - Seepage rate ~ 0.06 ft'/ft'/day <br />- Test Pond No, 3 - Seepage rate ~ 0.15 ft'/ft'/day <br />- Test Pond No. 4 - Seepage rate = 0.05 ft'/ft'/day <br /> <br />Upper Fruitland Canal <br /> <br />Test site Selection <br /> <br />The first test site on the Upper Fruitland Canal is located 4.0 <br />miles east of County Road 6675 and extends downstream <br />approximately 600 feet (Photograph 6). This site is in a cut <br />section that is at about the same elevation as the surrounding <br />agricultural land. The second test site is located on a steep <br />escarpment 2.2 miles east of County Road 6675 and is about 40 <br />feet in elevation above the surrounding agricultural land <br />(Photograph 7). <br /> <br />. <br /> <br /> <br />~ <br /> <br />~ , , <br /> <br />~. "\.;, <br />';--,.1* <br />'l,:o.. '" . <br />.... ",.,~' '~.' -r.,). ..""-:,: <br /> <br />-. , <br />" <br />, <br />" <br />~" <br />~ ' <br />. i:. <br />.- <br /> <br />Photograph - 6 Upper Fruitland Canal, Test Pond No.1. <br />looking at construction of upstream dam. <br /> <br />. <br /> <br />6 <br />