|
•
<br />Table b-1 coot -page 2
<br />Topsoil
<br />Pile ID Location
<br />E78-1 E pil SE pile small
<br />E78-2 Middle E pit pile
<br />E78-3 E fuel storage area pile
<br />E79-4 E pit SE pile large
<br />E79-6 Castor Gulch road E pil pile
<br />E79-8 S curve pile East (several add-ons)
<br />E87-12 E pit regrade pile
<br />E89-11 E pit Ute Gulch
<br />E93-4 North E pit #4
<br />E93-5 Middle E pit #5
<br />E94-1 W of D East Road
<br />E94-2 N of D East Road
<br />EB1 East Buzzard Gulch
<br />EG1 Elk dam
<br />EM1 E. of Explosive Magazine
<br />EP2 East Pyeatt Dam #1 East
<br />EP3 East Pyeatt Dam #2 West
<br />EP4 East Pyeatt Dam #2 East
<br />F95-1 F-Pit
<br />F95-2 F-Pil north of F95-1
<br />F96-1 F-Pit North of A93-5
<br />F96-2 F-Plt North of F95-1
<br />F97-1 South of A97-1 approx. 1,700 ft
<br />FS1 Anfo silo
<br />GP-1-93 Grouse Pond
<br />H93-1 H pit West #1
<br />H93-2 H pit North #2
<br />H93-3 South H pit #3
<br />JG1 Johnson Gulch Dam #7A
<br />JG2 Johnson Gulch Dam #8
<br />cont.
<br />Coordinates Size Approximate Created
<br />North East (acres) CYDS Date
<br />402,490 1,422,730 0.7 10,000 12/78
<br />404,400 1,423,100 4.5 25,238 12/18
<br />405,425 1,418,165 2.1 9,417 12f18
<br />401,900 1,422,850 2.8 34,010 pre 12/79
<br />401,200 1,420,950 9.0 208,968 pre 12!19
<br />408,000 1,418,150 3.1 79,099 pre 1979
<br />403,850 1,422,350 4.1 73,278 1987
<br />402,100 1,420,100 0.2 1,100 1989
<br />408,750 1,421,050 0.9 16,748 1993
<br />403,955 1,419,950 0.8 53,810 1993
<br />404,280 1,420,370 0.3 2,304 1994
<br />407,270 1,418,750 0.2 1,200 1994
<br />411,100 1,409,720 0.4 4,224 pre 87
<br />401,200 1,414,920 0.1 1,027 12/87
<br />411,330 1,414,300 0.4 5,458 8/80
<br />412,150 1,428,900 0.3 3,700 1988
<br />413,100 1,428,380 0.8 7,500 1988
<br />413,200 1,426,750 0.4 4,500 1988
<br />403,500 1,426,200 3.7 114,582 1995
<br />405,300 1,428,400 7.2 181,930 1995
<br />408,311 1,428,098 1.7 22,120 1998
<br />404,200 1,426,200 2.2 46,032 1998
<br />403,790 1,430,700 3.0 71,084 1997
<br />410,280 1,410,900 0.2 550 1/80
<br />412,925 1,429,530 0.9 13,212 1993
<br />411,540 1,422,060 4.7 178,308 1993
<br />412,720 1,422,940 3.3 95,666 1993
<br />406,940 1,424,040 5.2 103,928 1993
<br />411,700 1,419,700 1.8 25,116 8/80
<br />412,500 1,420,150 1.2 15,458 1/88
<br />~vs~
<br />
|