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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 />66 +65
<br />6665
<br />54.0
<br />60.0
<br />810
<br />90
<br />900
<br />421,938
<br />66 +75
<br />6675
<br />54.0
<br />60.0
<br />540
<br />60
<br />422,538
<br />67 +00
<br />6700
<br />52.5
<br />56.5
<br />1,313
<br />100
<br />423,950
<br />67 +25
<br />6725
<br />52.5
<br />56.5
<br />1,313
<br />100
<br />3,425
<br />425,363
<br />67 +50
<br />6750
<br />47.0
<br />52.0
<br />1,175
<br />125
<br />426,663
<br />67 +75
<br />6775
<br />45.5
<br />50.0
<br />1,138
<br />112.5
<br />2,550
<br />427,913
<br />67 +80
<br />6780
<br />41.0
<br />49.0
<br />205
<br />40
<br />428,158
<br />67+85
<br />6785
<br />41.5
<br />46.0
<br />208
<br />22.5
<br />428,388
<br />67 +90
<br />6790
<br />41.0
<br />45.5
<br />205
<br />22.5
<br />428,615
<br />67+95
<br />6795
<br />40.0
<br />41.0
<br />200
<br />5
<br />428,820
<br />68 +00
<br />6800
<br />39.0
<br />41.0
<br />195
<br />10
<br />429,025
<br />68 +05
<br />6805
<br />40.0
<br />42.0
<br />200
<br />10
<br />429,235
<br />68 +10
<br />6810
<br />40.0
<br />43.0
<br />200
<br />15
<br />429,450
<br />68+15
<br />6815
<br />40.0
<br />43.5
<br />200
<br />17.5
<br />429,668
<br />68+20
<br />6820
<br />39.5
<br />43.0
<br />198
<br />17.5
<br />429,883
<br />68 +25
<br />6825
<br />38.5
<br />46.0
<br />193
<br />37.5
<br />2,200
<br />430,113
<br />68 +30
<br />6830
<br />41.0
<br />44.0
<br />205
<br />15
<br />430,333
<br />68 +35
<br />6835
<br />41.0
<br />44.5
<br />205
<br />17.5
<br />430,555
<br />68 +40
<br />6840
<br />39.5
<br />44.0
<br />198
<br />22.5
<br />430,775
<br />68 +45
<br />6845
<br />40.0
<br />44.0
<br />200
<br />20
<br />883
<br />430,995
<br />68+50
<br />6850
<br />41.5
<br />45.5
<br />208
<br />20
<br />431,223
<br />68 +55
<br />6855
<br />38.0
<br />44.0
<br />190
<br />30
<br />431,443
<br />68 +60
<br />6860
<br />36.0
<br />42.0
<br />180
<br />30
<br />431,653
<br />68 +65
<br />6865
<br />42.0
<br />46.5
<br />210
<br />22.5
<br />431,885
<br />68 +70
<br />6870
<br />43.0
<br />47.0
<br />215
<br />20
<br />432,120
<br />68 +75
<br />6875
<br />42.0
<br />47.0
<br />210
<br />25
<br />432,355
<br />68 +80
<br />6880
<br />42.0
<br />47.0
<br />210
<br />25
<br />432,590
<br />68 +85
<br />6885
<br />43.0
<br />47.0
<br />215
<br />20
<br />432,825
<br />68 +90
<br />6890
<br />43.0
<br />47.5
<br />215
<br />22.5
<br />433,063
<br />68 +95
<br />6895
<br />42.0
<br />47.0
<br />210
<br />25
<br />433,298
<br />69 +00
<br />6900
<br />43.0
<br />47.0
<br />215
<br />20
<br />2,538
<br />433,533
<br />69 +30
<br />6930
<br />47.0
<br />51.0
<br />1,410
<br />120
<br />1,530
<br />435,063
<br />69 +60
<br />6960
<br />48.0
<br />52.0
<br />1,440
<br />120
<br />436,623
<br />69 +90
<br />6990
<br />50.0
<br />54.0
<br />1,500
<br />120
<br />438,243
<br />70 +15
<br />7015
<br />50.0
<br />54.0
<br />1,250
<br />100
<br />4,530
<br />439,593
<br />min
<br />34.0
<br />38.5
<br />175.0
<br />0.0
<br />680.0
<br />max
<br />71.0
<br />75.0
<br />1,890.0
<br />250.0
<br />5,850.0
<br />avg
<br />57.1
<br />61.2
<br />997.3
<br />72.2
<br />2,800.0
<br />TABLE III
<br />TRENCH PROFILE AND SQUARE FOOTAGE EXCAVATED
<br />GEISERT GRAVEL PIT DAILY OBSERVATIONS
<br />GREELEY, COLORADO
<br />LYMAN HENN, (A DIVISION OF BRIERLEY ASSOCIATES, LLC.)
<br />8/9/2012
<br />Page 9 of 9
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