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March 26, 2002 Page 5 of 12 Pages 21-07, 22-07, 22-08 On a proposed road located near the bottom of a valley from an existing road in the valley bottom 21-08 On a spur proposed road rising on a south- facing 100% slope from a proposed road near the bottom of a vane 23-08, 16-08 Not indicated' 24-08, 24-09 On a proposed road extended from an existing road u the bottom of a vane 16-04, 16-05, 16-06, 16-07 On an existin road near or in vane s 16-02, 16-03, 17-03 On a proposed road extending from an existing road in a vane .Side slo es from 50% to 67% 16-01, 17-02 From an existing road in a valley, on a proposed road on a 28% sideslope up a erennial Dee Creek stream vane 16-Ola, 17-01, 17-04, 17-06, 17-08, 17-09, On a existing roads that follow ridgelines 17s-09 17-OS On a proposed road extended from an existing rid eline road. 33%sideslo es. 17-07 On a proposed road from an existing ridgeline road. Dro s into an area of 40%sideslo es 17s-08 On a proposed road that crosses the headwaters of an intermittent stream from an existing rid eline road. 17s-07 A proposed ridgeline road from an existing rid eline road. 17s-06 A proposed road that extends from an existing rid eline road, 25%sideslo es. ' A drill pad 200 feet to the north of the one proposed for these targets could (appeazs) be reached by a 300 foot road on the a ridge in lieu of proposed 2,200 foot road on the steep side slope. 22- 03b, 22-03 Z A drill pad 400 feet to the west and 100 feet north of the one proposed for these tazgets could (appeazs) be reached by a new 700 foot road from an existing road on the a ridge in lieu of proposed 1000 foot road, 300 feet of which is on the steep side slope. ' Recommend the road to the pads for these targets be indicated and reviewed. The EA describes steep slope construction procedures. Rule 4.04.3(2)(b) No part of any light-use road shall be located in the channel of an ephemeral