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Surface <br />Disturbance <br />ID <br />GPS <br />ID <br />Date <br />Observed <br />Visually <br />Northing <br />(6) <br />Easting <br />Type of Disturbance <br />Timbers <br />Present <br />Development <br />Rock Pile Size <br />Photo <br />Log ID <br />Comments <br />UN -275 <br />1096 <br />11/17/2006 <br />55344.6 <br />35861.0 <br />TP /SM <br />Ext. 10' <br />15' dia., 7' deep <br />UN -276 <br />1097 <br />11/17/2006 <br />55351.0 <br />35937.1 <br />Level Platform <br />10' x 20' x 4' - 5' cut (uphill) and fill (downhill) <br />P -UN -2 <br />1098 <br />11/17/2006 <br />55442.1 <br />35970.1 <br />CS <br />X <br />5' x 10' <br />1404 <br />Building remains present? <br />PP -UN -1 <br />1099 <br />11/17/2006 <br />55490.0 <br />35770.1 <br />TP /SM <br />Ext. 10' <br />15' dia., 6' deep <br />PP -UN -2 <br />1100 <br />11/17/2006 <br />55538.6 <br />35779.4 <br />TP /SM <br />2 TP /SM, largest is 20' x 8' x 5' deep, trends N <br />UN -277 <br />1101 <br />11/17/2006 <br />55589.8 <br />34837.3 <br />TP /SM <br />10' dia., 4' deep <br />Bluebell <br />1102 <br />11/17/2006 <br />55369.9 <br />34481.4 <br />Adit <br />30' x 15' <br />1405 <br />Trends N, 5' x 5' wide <br />BB -UN -1 <br />1103 <br />11/17/2006 <br />55351.6 <br />34448.2 <br />TP /SM <br />Ext. 10' <br />8' dia., 3' deep <br />UN -278 <br />1104 <br />11/17/2006 <br />55144.4 <br />34253.9 <br />Open Shaft <br />30' x 50' <br />1406 <br />Capped with steel grate <br />UN -279 <br />1105 <br />11/17/2006 <br />54889.3 <br />34245.3 <br />Adit <br />40' x 15' <br />1407 <br />Partially walled off with rock, trends N, 4' x 5' wide <br />UN -280 <br />1106 <br />11/17/2006 <br />54804.1 <br />34183.7 <br />TP <br />15' x 5' x 2' deep <br />UN -281 <br />1107 <br />11/17/2006 <br />54408.5 <br />33947.3 <br />Trench/Collapsed Adit <br />35' x 15' <br />2 features. Trend SSE <br />UN -282 <br />1108 <br />11/17/2006 <br />54396.9 <br />34104.3 <br />Trench/Collapsed Adit <br />40' x 30' <br />Trends SSW <br />UN -283 <br />1109 <br />11/17/2006 <br />54446.2 <br />34299.2 <br />Y?? <br />30' x 10' <br />No obvious, nearby source of WR <br />UN -284 <br />1110 <br />11/17/2006 <br />54434.2 <br />34351.6 <br />CS /SM <br />Ext. 15' <br />10' dia., 6' deep. Small TP 20' upslope <br />UN -285 <br />1111 <br />11/17/2006 <br />54325.1 <br />34399.5 <br />TP /SM <br />10' dia., 4' deep <br />UN -286 <br />1112 <br />11/17/2006 <br />54349.5 <br />34428.0 <br />Trench <br />Trends NW, at least 60' long, 8' wide x 4' deep <br />UN-287 <br />1113 <br />11/17/2006 <br />54368.0 <br />34527.8 <br />TP /SM <br />Ext. 15' <br />15' dia., 7' deep <br />UN -288 <br />1114 <br />11/17/2006 <br />54483.4 <br />34532.2 <br />TP /SM <br />2 TP /SM, largest 15' x 5' x 3' deep <br />M -UN -4 <br />1115 <br />11/17/2006 <br />54538.7 <br />34703.2 <br />Trench/Collapsed Adit <br />30' x 15' <br />Trends E <br />Bluebell <br />407 <br />11/17/2006 <br />55479.3 <br />34504.8 <br />Adit <br />Capped with steel grate, trends NNW <br />UN -289 <br />421 <br />11/17/2006 <br />54821.3 <br />33907.8 <br />Adit <br />Capped with steel grate, trends NW <br />TABLE 1 - SURFACE RECONNAISSANCE SUMMARY TABLE <br />(1) BR is used as an abbreviation for "Bedrock" <br />(2) SW is used as an abbreviation for "Surface Working" <br />(3) Ext. 10' indicates that the development rock pile extends 10' from the edge of the excavation. In general, most development rock piles are conical in shape and slope at or near <br />the angle of repose from the top of the excavation to natural grades. <br />(4) TP is used as an abbreviation for "Test Pit" <br />(5) "Small TP" refers to any test pit less than or equal to 5' diameter and less than or equal to 3' deep <br />(6) Mine system coordinates given. Coordinates obtained in the field with a handheld GPS unit. <br />(7) WR is used as an abbreviation for "Waste Rock" (development rock) <br />(8) CS is used as an abbreviation for "Collapsed Shaft" <br />February 2007 <br />1:106\2140\ 0400\ PhlHistWorkings- Fn1- 07Feb07\Tabk] xls <br />16 of 16 <br />Golder Associates <br />063 -2140 <br />