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Station
<br />Distance from
<br />Start
<br />Verified Depth
<br />Measurement
<br />to Top of
<br />Bedrock
<br />Verified Depth
<br />Measurement
<br />to Bottom of
<br />Trench
<br />Daily Alluvium
<br />Excavated
<br />Daily Bedrock
<br />Excavated
<br />Total Daily
<br />Excavated
<br />Total Excavated
<br />(to date)
<br />(feet)
<br />(feet)
<br />(feet)
<br />(square feet)
<br />(square feet)
<br />(square feet)
<br />(square feet)
<br />0 +25
<br />25
<br />50.0
<br />54.0
<br />1,250
<br />100
<br />1,350
<br />0 +50
<br />50
<br />51.0
<br />55.0
<br />1,275
<br />100
<br />2,725
<br />2,725
<br />0 +75
<br />75
<br />52.0
<br />56.0
<br />1,300
<br />100
<br />4,125
<br />1+00
<br />100
<br />52.0
<br />57.0
<br />1,300
<br />125
<br />5,550
<br />1+25
<br />125
<br />56.0
<br />60.0
<br />1,400
<br />100
<br />4,325
<br />7,050
<br />1+50
<br />150
<br />57.0
<br />61.0
<br />1,425
<br />100
<br />8,575
<br />1+70
<br />170
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />2,745
<br />9,795
<br />1 +90
<br />190
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />11,015
<br />2+10
<br />210
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />12,235
<br />2+30
<br />230
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />3,660
<br />13,455
<br />2 +50
<br />250
<br />59.0
<br />63.0
<br />1,180
<br />80
<br />14,715
<br />2 +70
<br />270
<br />58.0
<br />62.0
<br />1,160
<br />80
<br />2,500
<br />15,955
<br />2 +90
<br />290
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />17,175
<br />3 +10
<br />310
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />18,395
<br />3 +30
<br />330
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />3,660
<br />19,615
<br />3 +50
<br />350
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />20,835
<br />3 +70
<br />370
<br />58.0
<br />62.0
<br />1,160
<br />80
<br />22,075
<br />3 +90
<br />390
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />3,680
<br />23,295
<br />4 +10
<br />410
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />24,515
<br />4 +30
<br />430
<br />59.0
<br />63.0
<br />1,180
<br />80
<br />25,775
<br />4+50
<br />450
<br />58.0
<br />62.0
<br />1,160
<br />80
<br />3,720
<br />27,015
<br />4+70
<br />470
<br />58.0
<br />62.0
<br />1,160
<br />80
<br />28,255
<br />4+90
<br />490
<br />60.0
<br />64.0
<br />1,200
<br />80
<br />2,520
<br />29,535
<br />5+10
<br />510
<br />60.0
<br />64.0
<br />1,200
<br />80
<br />30,815
<br />5+30
<br />530
<br />59.0
<br />63.0
<br />1,180
<br />80
<br />2,540
<br />32,075
<br />5 +50
<br />550
<br />56.0
<br />60.5
<br />1,120
<br />90
<br />33,285
<br />5+70
<br />570
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />34,485
<br />5 +90
<br />590
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />3,610
<br />35,685
<br />6 +10
<br />610
<br />55.0
<br />59.0
<br />1,100
<br />80
<br />36,865
<br />6 +30
<br />630
<br />59.0
<br />63.0
<br />1,180
<br />80
<br />2,440
<br />38,125
<br />6+50
<br />650
<br />59.0
<br />63.0
<br />1,180
<br />80
<br />39,385
<br />6 +70
<br />670
<br />58.0
<br />62.0
<br />1,160
<br />80
<br />40,625
<br />6 +90
<br />690
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />3,700
<br />41,825
<br />7 +10
<br />710
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />43,025
<br />7+30
<br />730
<br />62.0
<br />66.0
<br />1,240
<br />80
<br />2,520
<br />44,345
<br />7 +50
<br />750
<br />59.0
<br />63.0
<br />1,180
<br />80
<br />45,605
<br />7 +70
<br />770
<br />59.0
<br />63.0
<br />1,180
<br />80
<br />46,865
<br />7 +90
<br />790
<br />55.0
<br />61.0
<br />1,100
<br />120
<br />3,740
<br />48,085
<br />8 +10
<br />810
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />49,285
<br />8 +30
<br />830
<br />58.0
<br />62.0
<br />1,160
<br />80
<br />50,525
<br />8 +50
<br />850
<br />56.0
<br />61.0
<br />1,120
<br />100
<br />3,660
<br />51,745
<br />8 +60
<br />860
<br />57.0
<br />61.0
<br />570
<br />40
<br />52,355
<br />8 +80
<br />880
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />1,830
<br />53,575
<br />9 +00
<br />900
<br />57.0
<br />61.0
<br />1,140
<br />80
<br />54,795
<br />9 +20
<br />920
<br />61.0
<br />65.0
<br />1,220
<br />80
<br />56,095
<br />9 +40
<br />940
<br />58.0
<br />63.5
<br />1,160
<br />110
<br />3,790
<br />57,365
<br />9 +60
<br />960
<br />56.0
<br />60.0
<br />1,120
<br />80
<br />58,565
<br />TABLE III
<br />TRENCH PROFILE AND SQUARE FOOTAGE EXCAVATED
<br />GEISERT GRAVEL PIT DAILY OBSERVATIONS
<br />GREELEY, COLORADO
<br />Page 1 of 9
<br />LYMAN HENN, (A DIVISION OF BRIERLEY ASSOCIATES, LLC.)
<br />8/9/2012
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