topographic surveys of selected mine dumps near silverton and leadville, colorado … ·...
TRANSCRIPT
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
Topographic Surveys of Selected Mine
Dumps Near Silverton and Leadville, Colorado
by
Andrew S. Hein and David V. Fitterman
U.S. Geological Survey, Denver, CO
Open-File Report 98-588
22 October 1998
This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government.
INTRODUCTION
Topographic surveys of abandoned, acid producing mine dumps were performed at four sites in Colorado to provide reference maps for U.S. Geological Survey research projects for geochemical and geophysical characterization of mine dumps. Two of the sites are located in southwestern Colorado near the town of Silverton, and the other two sites are located in central Colorado near the town of Leadville. The sites have been named for the mines located on them. The sites near Silverton are located along Cement Creek just north of town, and have been named the May Day (also known as BLM60) and Yukon ( also known as Gold Hub) sites (Figure 1). Those near Leadville are located east of town on Ball Mountain and are named the Venir Pile and Sunday #2 (Figure 2).
The topographic base maps resulting from these surveys contain information useful to ongoing research. Included in the maps are topographical features such as roads and hills, geophysical profile locations and grids, some geochemical sampling cells, biochemical sampling points, and other pertinent features such as vegetation "dead zones" produced by acid runoff from the dumps. The goal in producing these maps was to tie sample sites to topography, in some cases helping to interpret data. Many of the sites may need to be reoccupied in the future, accordingly steel pins (12" nails) were placed in the ground at all EDM locations to facilitate surveying of additional points or measuring changes of features such as vegetation boundaries with time.
EQUIPMENT
A Sokkisha Set 2 electronic distance meter (EDM) was used for surveying. A a HP-7 IB handheld computer was used for data logging. Digital surveying data were transferred directly from the EDM to the HP-7 IB. A corner reflector, tripod, barometer, thermometer and notebook completed the field equipment. The computer program used to record and download of data from the EDM to the HP- 716 is described in Lucius (1997). Distances are estimated to be accurate to 1-2 cm, and elevation differences accurate to 2-4 cm. While this instrumentation is capable of much more precise surveying, this was not warranted for our purposes. Absolute positioning of the survey points was done using a military GPS receiver (Rockwell Precison Lightweight GPS Receiver or PLGR). Absolute horizontal and vertical positioning are generally estimated to be better than ± 15 and ± 5 meters respectively as indicated by the PLGR.
DATA PROCESSING
After data were transferred from the HP-7 IB to a minicomputer they were converted to ASCII text files and manually editted to remove any erroneous points. The data were collected along geographic features such as the edges of roads, breaks in slope, and grid points to allow plotting of these features to provide points of reference. Data points are given as (x,y,z) coordinates relative to a local reference point (REF) for each site. These data are tabulated in the Appendices. All of the data points for each site were gridded using gdminc (Webring, 1981) to produce elevation grids. Maps were produced from the elevation grid and
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topographic feature files using gdclrx, a display program written by Robert Simpson (U.S. Geological Survey, Menlo Park). Figures 3 through 7 show the completed topographic maps.
DISCUSSION
The May Day (BLM 60) site (Figure 3) is characterized by a series of slopes and benches, the main road runs diagonally from the southeast corner of the map to the north end of the map, and is marked by a dashed line. A spur road (dashed) branches off from the main road and follows the first bench northwest towards the top of the mine. A geophysical and geochemical grid is marked on the site, along with the location of a geophysical transect. Well locations and bench edges are also included. Instrument points EDM1, EMD2, and EDM3 were located using GPS (see Table 1).
The Yukon site, also known as Gold Hub, ( see Figure 4) is characterized by a large upper bench, one major slope, and several buildings and other permanent features. The road on the north side of the site is used to gain access to the upper bench. The outline of two buildings are shown on the upper bench: a garage and a collapsed shed. The location of the mill below the upper bench is shown, while its extension to the upper bench is not because of siting problems. Railroad tracks and geophysical transects are included, as well as the grid system laid out for geophysical and geochemical work. The location of spring to the west of and below the mill were not measured with the EDM, but rather sited on the map (W. Wright, written commun., 1998). The GPS coordinates were obtained for points EDM1, EDM2, and EDM3.
The Venir Pile (Figure 5) is characterized by a series of lobes that extend out from a level bench, then drop off a steep slope to a lower bench. Geophysical lines and DC resistivity sounding locations, and geochemical sampling points are shown on the map. The leader identifying the various geophysical lines points to the zero end of the lines. The geophysical lines were named LB1, LB2, LB3, LB5, and MLB for the various lobes and mini-lobe of the pile. EDM locations and reference points are marked. GPS locations were obtained for the west end of geophysical line MLB and the east of geophysical line LB2.
The Sunday #2 site (Figure 6) is characterized by a medium sized mine waste pile, a long gentle down sloping trend to a road, then a steep descent into a ravine below. Numerous pits surround the site as well as smaller waste piles. Roads, the vegetation "dead zone", upper and lower surfaces of the main pile and surrounding features are all included. The grid system laid out for geophysical and geochemical work is marked, along with geochemical sampling cells and the biochemical sample sites. The location of DC resistivity soundings are shown. These locations were measured relative to grid markers using a tape. EDM locations are labeled. GPS coordinates for several points are given in Table 1. Only the locations of EDM1 and BIO2 are marked as GPS locations in Figure 7. Figure 7 is an enlarged view of the main pile and its immediate surroundings showing the geophysical grid and geochemical sampling cellss in more detail.
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SUMMARY
Topographic surveys of the four mine dumps in Leadville and Silverton, Colorado, resulted in topographic base maps that will be used for current and future studies by the U.S. Geological Survey. Key points such as sampling sites and fixed features are included on the maps to aid in reoccupation and interpretation of data. GPS coordinates enable the maps to be accurately tied into a global coordinate system,
ACKNOWLEDGMENTS
We would like to thank Jeff Lucius for his assistance in operation of the Sokkisha Set 2 laser theotolite and HP-7 IB computer program, John Shary and Mike Singleton for their assistance in fieldwork. Mike Powers and Robert Horton we would like to thank for data contribution and Dave Campbell for support and advice.
REFERENCES
Lucius, Jeffrey E , 1997, Topographic surveying using the Sokkisha SET2electronic total station with the HP-71B computer: U.S. Geological Survey Open-File Report 97-528, 22 p.
Webring, Michel, 1981, MINC: a gridding program based on minimum curvature: U.S. Geological Survey Open-File Report 81-1224, 41 p.
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Table 1 GPS coordinates for selected points.
StationSite ID
May Day
Yukon
Venir Pile
Sunday #2
EDM2REF2EDM1EDM2EDM3LB2:30MLB-0EDM1BIO2ONOE60N 20W100NOE100N60E100N 60W160S60E160SOE160S 60W200S 60W200SON200S60E
Lattitude
N 37° 50' 50.38"N 37° 50' 51.14"N 37° 50' 59.58"N 37° 50' 27.64"N 37° 50' 58.79"N 39° 14' 18.60"N 39° 14' 19.08"N 39° 14' 08.61"N 39° 14' 07.86"N 39° 14' 08.83"N39° 14' 10.57"N39° 14' 11.07"N39° 14' 09.37"N39° 14' 12.43"N39° 14' 04.08"N39° 14' 05.43"N39° 14' 06.78"N39° 14' 05.91"N39° 14' 04.54"N39° 14' 03.05"
Longitude
W 107° 40' 44. 11"W 107° 40' 42.57"W 107° 40' 33.27"W 107° 40' 33.30"W 107° 40' 35.28"W 106° 14' 13.56"W 106° 14' 13.74"W 106° 13' 38.99"W 106° 13' 41.33"W 106° 13' 38.86"W 106° 13' 37.56"W 106° 13' 36.07"W 106° 13' 33.41"W 106° 13' 37.44"W 106° 13' 41.82"W 106° 13' 43.54"W 106° 13' 45.29"W 106° 13' 46.44"W 106° 13' 44.71"W 106° 13' 42.97"
GPSError
[ft]±27±35±60±33±58±23±27±36±39±17±16±16±17±22±17±17±16±17±17±21
Elevation[ft]
99789912
1002899899996
117181170411966119011197711977119811195611963118651183811845118051180111811
-5-
Gulch
May Day
N
H
1 1 1 1 1 1 1 I1 MILE
1000 0 1000 2000 3000 4000 5000 KILOMETER I i i i i I I I I I I
Figure 1 Location of May Day (BLM60) and Yukon (Gold Hub) sites near Silverton, Colorado. (Source USGS 7.5-minute Silverton quadrangle.)
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0I I
I1
MILE
Ball
Mountain
Sunday #2
*
1000 0
1000 2000
3000 4000
5000 K
ILOM
ET
ER
I
I I
I I
0 i
I
Figure 2
Location of V
enir Pile and S
unday #2 sites nearL
eadville, Colorado.
(Source U
SGS L
eadville South
and Mount S
herman 7.5-m
inute quadrangles.)
May Day (BLM 60) Site, Silverton, Colorado
50.-
-50
-50. 0.X [meters] Legend
o i7ssoE geophysical grid location ARER reference point location
A EDMI EDM location ^GO-IMP observation well
Figures *--" geophysical line Q GPS location
contour interval 1 meter -8-
Yukon (Gold Hub) Site, Silverton, Colorado
0.
CD t >CD
-50.-
5QS150W Q100S150W
X [meters]
LegendQ 175SOE ge0p|-,ys jca | gpcj location
Figure 4
A EDM1 EDM location
AREF1 EDM reference point O GPS location
.*** geophysical line
contour interval 1 meter
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Venlr Pile, Leadville, Colorado
0.-
CD *-«CD
-50.-
"Venir Pile " sign
A
X [meters]
LegendVES08
50.
geophysical sounding site
Figure 5 CHEM7 _ , , o geochemical sampling site
A EDM1 EDM locationREF1
A EDM reference point
geophysical line GPS location
contour interval 1 meter
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Sunday #2 Site, Leadville, Colorado
100.-
-50
0. X [meters]
100
Legend
Figure 6aA EDM1 EDM location
A EDM reference point AchemNE geOchemical grid
contour interval 1 meter
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O
o40S geophysical grid
VES08 DC resistivty sounding site
.* biological sampling site
GPS location
Sunday #2 Site, Leadville, Colorado
150. 200.
X [meters]
Figure 6b
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Sunday #2 Site, Leadville, Colorado Main Pile
X [meters]
LegendA EDM1 EDM location °4°S geophysical grid
AREF1 EDM reference point VES°8 DC resistivity sounding sitechemNE . . . .. ^
o geochemical grid * biological sampling site
contour interval 1 meter O GPS location
Figure 7
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APPENDIX
This appendix contains tabulations of surveying data for the four dump sites. Included in the data are a location identifier, (x,y,z) position relative to the reference point, and a comment. The distances are given in meters relative to the first surveying instrument site (EDMl). The direction of the x-axis is the line running from EDMl a reference point (REF). The reference point was usually taken as some fixed and easily recognizable feature. In some instances a steel pin placed in the ground and used for the reference.
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MAY DAY SITE
IDREF1REF2EDM2
200S OE195S OE190S OE185S OE180S OE175S OE170S OE165S OE160S OE155S OE150S OE145S OE140S OE135S OE130S OE125S OE120S OE115S OE110S OE105S OE100S OE95S OE90S OE85S OESOS OE75S OE70S OE65S OE60S OE55S OESOS OE45S OE40S OE35S OE30S OE25S OE20S OE15S OE10S OE5S OEON OE
25N OESON OE75N OE
100N OE106N OE106N OE125N OE
145S 50E125S 50E100S 50E75S 50E
X Tml21.118-5.496
-27.912
-31.838-30.863-29.999-29.094-28.103-27.153-26.254-25.265-24.250-23.331-22.496-21.449-20.410-19.506-18.527-17.547-16.598-15.602-14.658-13.696-12.824-11.802-10.844-9.872-8.922-7.977-7.021-6.068-5.196-4.255-3.328-2.236-1.272-0.3830.6021.4652.2933.2354.1605.1256.061
10.98715.95720.99625.55926.79330.31030.324
-30.846-27.439-21.837-17.478
Y fml0.108
-41.664-1.107
53.34951.83550.65249.53848.42147.18646.05344.85443.70342.51341.40140.19039.04137.82136.65235.48934.31033.146
' 31.95330.83929.63928.48627.30726.13124.93423.75122.58821.37120.15118.96418.04316.68215.42214.34613.24712.07110.9889.7678.5907.4056.1960.466
-5.294-11.019-17.110-18.416-22.930-22.940
32.32827.89322.82816.563
Z fml Comment0.147 Surveying reference points
-9.662 GPS point-11.574 GPS point
-5.359 Line 0 East-5.130-4.985-4.815-4.629-4.628-4.599-4.547-4.480-4.354-4.226-4.073-3.946-3.815-3.718-3.665-3.584-3.471-3.409-3.349-3.304-3.185-3.110-3.062-2.876-2.775-2.677-2.635-2.611-2.668-2.701-2.708-2.576-2.372-1.880-1.050-0.382-0.206-0.098-0.141-0.109 Geophysical grid origin0.131
-0.035-0.048-0.16-0.1320.6760.677
-9.426 Line 50 East-8.609-9.087-8.299
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May Day Surveying Data
ID X Fml Y Fml Z fml CommentSOS 50E25S 50EON 50E
25N 50ESON 50E70N 50E
200S 100E175S 100E150S 100E125S 100E100S 100E75S 100ESOS 100E25S 100EON 100E
25N 100ESON 100E75N 100E100N 100E112N 100E125N 100E
ON 100WON 75WON SOWON 25WON 25EON 30EON 150EON 200E
ON EAST
UBT1UBT2UBT3UBT4UBT5UBT6UBT7UBT8UBT9UBT10UBT11UBT12UBT13UBT14UBT15UBT16UBT17UBT18UBT19UBT20
UBE1UBE2
-13.534-10.768-7.609-2.6842.0225.402
-52.308-47.416-42.722-37.952-33.282-28.863-24.303-19.949-15.777-11.343-6.826-2.4151.8914.1706.369
30.12524.56018.39212.2230.063
-1.133-27.912-38.646
-48.337
-32.738-26.772-20.079-13.099-6.480-2.4982.6229.767
14.50219.76724.34528.36929.42129.04827.27026.39026.07229.39334.84340.430
-37.095-32.167
9.9753.042
-3.992-9.596
-15.438-20.689
39.47833.70328.09921.80215.9209.7613.737
-2.484-8.722
-14.848-20.967-27.254-33.458-36.411-39.300
23.90019.58815.23010.7351.6990.730
-1.107-23.701
-34.533
53.66546.27340.83937.12435.25131.26126.00422.89121.46121.05918.71412.6619.6176.7934.1970.439
-8.098-13.216-16.066-19.206
51.73244.749
-7.780-7.094-7.010-6.691-6.727-6.131
-16.624 Line 100 East-15.830-15.648-14.785-13.780-12.772-11.626-11.356-11.018-10.558-10.078-9.500-9.488-9.627-9.055
3.397 Line 0 North0.4580.023
-0.052-0.187-0.148
-12.302-19.124
-18.860 E side of road along 0 North
-5.752 Back edge of upper bench-4.739-3.948-3.281-2.843-2.041-1.213-0.613-0.2960.0050.2410.2160.3030.5330.3110.3650.4870.8431.8963.218
-5.947 Front edge of upper bench-5.065
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May Day Surveying Data
ID X fml Y fml Z Fml CommentUBE3UBE4UBE5UBE6UBE7UBE8UBE9UBE10UBE11UBE12UBE13UBE14UBE15UBE16UBE17UBE18UBE19UBE20UBE21UBE22UBE23UBE24UBE25UBE26UBE27UBE28UBE29UBE30
SHKNESHKSESHKSWSHKNW
ADIT1ADIT2ADIT3ADIT4
LBT1LBT2LBT3LBT4LBT5LET 6LBT7LBT9LBT10LBT11LBT12LBT13LBT14LBT15LET 16LBT17LBT18LBT19
-28.962-25.074-22.881-25.412-20.478-17.393-14.716-12.878-9.063
-10.233-8.174-6.594-6.073-3.828-4.862-1.4992.1461.776
-0.4470.548
-1.517-1.3911.9555.4288.129
13.66818.33221.447
18.86017.58321.10222.343
32.67534.70634.62433.969
-54.485-44.614-38.215-33.161-28.557-23.349-19.454-11.453-6.147-1.2710.4905.1325.5524.4412.8773.9786.8937.486
40.03736.74534.48931.83927.84925.43821.96020.18720.57416.79810.2996.3033.0686.309
10.71014.04313.79111.1708.3664.8102.670
-0.781-3.973-7.430
-11.580-14.164-15.376-17.022
-5.409-1.0440.114
-4.115
11.37211.3429.3638.570
38.82228.77423.55923.55918.48712.0109.427
-7.835-13.338-18.649-25.656-31.809-38.495-42.701-48.993-52.351-59.239-61.597
-4.905-4.663-4.429-5.265-5.047-4.802-4.078-3.346-3.209-3.341-3.295-2.945-3.150-2.889-2.903-2.777-1.021-0.487-0.276-0.324-0.498-0.2900.028
-0.348-0.396-0.706-0.589-0.506
0.023 Mine shack corners0.1170.1570.849
1.734 Adit1.0030.8641.124
-18.309 Back edge of lower bench-16.404-14.915-13.889-13.357-12.182-11.597-10.644-10.135-9.726-9.350-9.399-9.673-9.707-9.814-9.642
-10.057-10.284
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May Day Surveying Data
ID X Fml Y fml Z [ml CommentLBT20LBT21
LBE1LBE2LBE3LBE4LBE5LBE7LBE8LBE9LBE10LBE11LBE12LBE13LBE14LBE15LBE17LBE18
RT1RT2RT3RT4RT5RT6RT7RT8RT9RT10RT11RT12RT13RT14RT15
RDW1RDW2RDW3RDW4RDW5
RDW7
PRD1PRD3PRD4PRD5PRD6PRD7PRO 8
60-1MP60-2MP60-3MP60-4MP
10.77313.230
-54.421-50.678-46.728-42.872-40.157-31.134-23.667-19.039-13.325-9.773-8.600-7.297-5.113-1.9293.4525.582
-71.208-65.976-61.866-58.038-56.645-53.104-47.026-39.327-33.121-28.111-24.367-22.713-21.435-20.075-17.285
-70.575-61.523-53.634-43.241-38.651-27.180-18.883
7.04310.41815.98910.0927.5755.9883.685
3.5484.884
-4.397-6.906
-67.769-72.228
34.64128.12922.40817.85812.6391.753
-6.728-13.978-23.736-30.210-36.914-38.780-47.528-53.207-64.176-67.163
42.11935.36733.73231.44325.02816.0494.922
-4.088-10.893-17.246-25.538-31.050-40.132-47.406-53.184
39.71423.2256.024
-14.595-23.634-41.819-55.209
-57.844-46.293-36.721-41.076-46.550-50.453-52.146
1.7600.484
20.32423.500
-10.706-10.969
-18.056 Front edge of lower bench-16.918-15.790-15.228-14.167-11.695-11.400-10.867-9.726-9.530-9.558-9.383-9.840-9.886
-10.521-10.447
-22.168 Toe of lower bench near road-21.852-21.467-21.286-21.294-21.228-20.695-19.830-19.442-18.858-18.522-18.348-18.015-17.575-17.216
-22.161 West side of road-21.545-20.720-19.620-19.125-18.419-17.709
-9.862 Road from lower to upper bench-7.355-5.061-6.460-7.599-8.500-9.654
0.656 Wells0.636
-2.013-2.034
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May Day Surveying Data
IDSTREAM1STREAM2STREAMSSTREAM4STREAMSSTREAMS
X-145.-149.-107.-101.-102.-100.
fml559286711419717660
2515
-11-38-42-61
Y fml.550.147.327.884.853.438
Z-28-28-26-25-26-25
fml.604.099.561.617.185.077
CommentWest edge of Cement Creek
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YUKON SITE
IDEDM1REF2UPE2 : EDM2MILLS :REF4EDM3MILL5:REF4REF5.-REBAR
ON 105EON OEON BOW
150N 50E100N 50ESON 50EON 50E
SOS 50E
100S OE50N OE
100N OE
505 95E505 50E505 OE505 55W505 100W505 150W505 200W
1205 SOW1005 SOW805 SOW60S SOW405 SOW20S SOWON SOW
20N SOW
ON 60W20N 60W40N 60W60N 60WSON 60W
100N 60W
ON 100WSON 100W
OS 150WSOS 150W
1005 100W100S SOW
X fml0.000
35.59759.38671.13622.20271.10618.923
33.51732.57732.112
-12.5132.5.68
17.78533.03848.188
62.04917.8092.637
49.01948.16346.92546.19246.67947.28247.668
67.00561.77256.07950.59044.85139.05933.22727.336
34.16828.37922.24216.35810.4875.081
31.43516.162
62.64962.15061.73561.619
Y fml0.000
-15.983-10.803-46.309-48.605-46.094-60.201
23.835-8.089
-23.309
6.5796.4806.6676.9527.384
-8.411-8.288-7.558
21.0347.382
-7.793-15.294-39.987-54.899-69.488
-21.466-23.243-26.447-29.044-31.170-33.134-34.885-36.219
-37.516-39.153-39.535-38.348-36.824-34.638
-40.527-41.203
-68.946-54.670-39.293-23.595
Z [ml0.000
-0.838-2.013
-16.351-16.285-16.344-18.290
-0.827-1.045-1.267
-3.794-1.590-1.903-1.271-0.795
-1.985-1.910-0.590
-0.062-0.789-1.275-1.829
-15.147-17.191-21.240
-11.235-11.019-11.454-11.590-11.894-11.687-11.602-11.369
-13.670-13.732-13.443-13.282-13.076-12.833
-14.963-15.215
-20.128-17.636-15.545-11.093
CommentCoordinate zero, GPS
GPS pointPoint on mill, ref pt 4GPS point
Line 0 NorthGeophysical grid origin
Line 50 East
Line 0 East
Line 50 South
Line 50 West
Line 60 West
Line 100 West
Line 150 West
ON 200w 29.502 -70.032 -20.750 Line 200 West
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Yukon Surveying Data
ID50N 200W
BCT1BCT2BCT3BCT4BCT5BCT6BCT7BCT8BCT9BCT10BCT11
NPT1NPT2NPT3NPT4NPT5NPT6NPT7NPT8NPT9
NPB1NPB2NPB3NPB4NPB5NPB6NPB7NPB8NPB9NPB10NPB11NPB12
MPlMP2MP3MP4MP5MP6MP7MP8MP9MP10MPllMP12MP13MP14MP15MP16
MPT1MPT2MPT3
X fml14.493
-18.651-4.3366.590
11.85021.36733.37338.88643.38748.70461.26263.057
0.339-1.2502.0697.224
10.1839.5676.5603.3941.579
1.9616.507
11.18415.60613.5948.7230.995
-4.751-7.827-8.397-4.314-0.324
33.20833.37231.67332.62831.38933.24331.60928.34826.52123.34423.10524.73427.37728.88530.42032.457
32.05130.35030.130
Y iml-71.101
13.96015.96418.17820.02621.44023.75124.66023.92420.19617.97117.490
-8.288-1.4583.4743.551
-1.160-3.910-1.710-5.029-7.975
-11.811-6.621-7.002-4.7152.4237.9198.5154.982
-2.223-12.275-12.163-12.828
6.0562.0220.701
-2.336-4.231-9.256
-12.194-12.597-8.983-6.838-3.2140.5812.0675.4145.4676.417
3.8643.023
-1.702
Z fml Comment-20.094
-3.709 Bench cut toe (pile back edge)-2.525-2.265-2.086-1.456-0.832-0.529-0.536-0.483-0.253-0.133
-0.396 North pile top-0.125-0.312-0.199-0.252-0.3250.041
-0.222-0.256
-2.211 North pile bottom-2.097-2.006-2.070-2.014-2.193-2.584-3.308-4.543-6.371-4.806-3.414
-1.255 Middle pile edge-1.341-1.392-1.405-1.433-1.161-1.092-1.477-1.681-1.602-1.720-1.688-1.546-1.453-1.355-1.268
-0.371 Middle pile top-0.336-0.227
-21-
Yukon Surveying Data
ID Z fml CommentMPT4MPT5MPT6MPT7MPT8MPT9MPT10
UPE1UPE2 : EDM2UPE3UPE4UPE5UPE6UPE7UPE8UPE9UPE10UPE11UPE12UPE13UPE14
CSH1CSH2CSH3CSH4CSH5CSH6CSH7
GARAGENWGARAGENEGARAGESEGARAGESW
OFT1OFT2OFT3
RRN1RRN2RRN3RRN4RRN5RRN6RRN7RRN8RRN9
RRS1RRS2RRS3RRS4RRS5RRS6
29.51530.43230.83326.53825.58527.09327.151
67.61059.38648.78443.20640.9061.9172.5424.0725.410
35.83629.49223.83320.05116.264
37.69734.82935.12343.06343.38443.46043.150
5.2267.281
17.77615.934
56.15153.68367.059
11.85917.30020.52125.69331.75935.49738.00839.48739.459
41.18240.72542.17645.36948.40062.604
-6.096-8.076-9.722-6.403-4.080-2.775-0.913
-5.935-10.803-15.270-19.508-21.691-11.989-15.144-15.707-16.294-22.794-24.305-24.022-23.498-22.296
-13.332-9.0706.2525.974
-4.102-11.451-13.200
-15.585-7.409-9.779
-18.426
15.3409.6123.296
-19.082-21.553-22.691-22.917-22.378-21.759-19.935-16.866-13.762
19.46613.0098.1814.7983.079
-3.054
-0.317-0.204-0.163-0.562-0.502-0.307-0.395
-1.338 Main pile front edge edge-2.013-2.152-2.582-3.110-2.251-2.257-2.270-2.057-1.524-1.453-1.630-2.135-2.182
-0.928 Collapsed shed-1.010-1.245-0.894-0.913-2.156-2.478
-2.061 Garage-1.985-1.834-1.874
-0.305 Office building-0.6860.187
-0.756 Rail line north-0.867-0.906-0.900-1.130-1.124-1.121-1.076-0.995
-0.734 Rail line, south-0.868-0.856-0.827-0.881-1.009
-22-
Yukon Surveying Data
IDLIGHT
RD1RD2RD3RD4RD5RD6RD7RD8RD9RD10RD11RD12RD13RD14RD15RD16RD17RD18RD19RD20RD21RD22RD23RD24RD25RD26RD27RD28
UPTlrMILLUPT2UPT3UPT4UPT5UPT6UPT7UPT8UPT9UPT10UPT11UPT12
DWA1:MILL2DWA2DWA3DWA4DWA5DWA6DWA7
DWB1:MILL3DWB2DWB3DWB4DWB5
X fml50.475
2.331-4.929-9.220
-10.545-9.124-7.152-7.162
-11.558-13.107-12.738-11.828-9.859-6.3930.1537.110
13.45725.47813.4555.859
-1.619-10.253-13.106-9.824-6.4151.4198.583
15.21423.629
74.48772.24564.59355.67247.62736.92326.70535.54528.32120.39212.8276.868
73.85366.39459.99451.71558.31264.76370.662
72.83065.39056.38748.44340.112
Y fml-0.028
10.1077.1090.915
-14.098-20.224-24.649-28.822-21.620-14.750-7.5900.7757.518
11.05812.60313.49613.518
-48.425-44.014-39.765-33.717-24.493-15.976-17.610-25.492-32.565-38.409-42.059-44.739
-19.012-18.859-23.902-29.984-34.704-40.054-42.983-40.456-42.769-42.894-40.077-37.008
-23.514-27.483-31.869-36.683-34.426-31.130-27.218
-30.513-35.137-39.209-42.137-45.740
Z [ml Comment-0.914 Light pole
-2.605 Road to top of main pile-3.277-4.281-6.855-8.164-9.287-9.847-8.233-6.783-5.837-4.279-3.569-3.110-2.793-2.516-2.228
-16.542-15.053-13.846-11.690-8.810-7.047-7.557-9.531
-11.958-14.014-15.260-16.074
-11.548 Main pile toe, point on mill-11.218-12.069-13.526-14.420-15.520-15.981-15.55-15.899-15.874-14.689-13.546
-11.537 Mill upper driveway-12.358-13.338-14.568-14.308-14.004-13.525
-13.651 Mill middle driveway-14.363-14.790-15.148-16.230
-23-
Yukon Surveying Data
IDDWB6 DWB7 DWB8 DWB9:MILL4
X49. 57. 64. 72.
fml704 875 674 450
-44 -41 -39 -35
Y Fml.029 .833 .022 .006
Z-16. -16. -16. -15.
[ml323 236 240 886
Comment
Point on mill
DWC1 DWC2 DWC3 DWC4
72.69763.32446.38640.388
-52.000-53.183-54.713-51.668
-16.748-16.904-17.139 16.979
Mill upper driveway
UPT1:MILL1 DWA1:MILL2 DWB1:MILL3 DWB9:MILL4 MILLS:REF4 MILL6
74.48773.85372.83072.45071.13680.913
-19.012-23.514-30.513 35.006-46.309-47.304
-11.548-11.537-13.651-15.886-16.351-15.956
Points on mill
-24-
SUNDAY #2 SITE
ID X [ml Z fml CommentEDM1EDM2EDM3EDM4REF2REF3
60N 60W60N SOW60N 40WSON 30WSON 20WSON 10W60N OE60N IDE60N 20E60N 30ESON 40ESON 50E60N 60E
40N 60E40N 50E40N 40E40N 30E40N 20E40N IDE40N OE40N 10W40N 20W40N 30W40N 40W40N SOW40N 60W
20N SOW20N SOW20N 40W2 ON 30W2 ON 20W20N 10W20N OE20N IDE2 ON 20E20N 30E20N 40E20N 50E20N 60E
ON 60EON 50EON 40EON 30EON 20EON IDE
0.000-80.948146.388228.929-31.312134.883
-62.110-61.648-61.133-60.701-59.536-60.526-58.948-58.499-58.301-58.131-57.773-57.588-57.253
-37.712-38.235-38.494-38.402-39.244-39.217-39.753-40.545-40.313-40.681-40.687-41.849-41.272
-21.084-20.902-20.906-20.415-20.729-20.822-19.614-18.496-18.661-17.666-18.056-17.639-17.550
-1.472-1.105-0.252-0.887-0.791-1.349
0.00027.02913.1374.436
-10.14620.799
-57.513-47.786-37.636-27.759-17.790-8.5222.074
11.78121.72931.39441.59351.72761.441
61.10550.56541.20930.79921.33711.4051.485
-8.952-18.318-28.565-38.317-48.800-58.246
-58.928-48.825-39.200-28.626-18.960-8.6680.7158.749
20.22229.45040.15549.89560.063
57.41847.23937.72527.85717.8019.913
0.000 Coordinate zero, GPS point6.351
-34.402-58.604-1.587
-32.190
0.223 Line 60 North0.5120.6640.8150.6361.1550.7540.4440.1560.096
-0.396-0.632-1.310
-4.293 Line 40 North-3.839-3.144-2.757-2.879-2.006-1.512-1.238-1.161-1.234-1.489-1.716-2.160
-5.265 Line 20 North-4.516-4.085-2.538-2.393-2.315-2.891-4.297-5.130-6.523-6.124-6.368-7.123
-8.952 Line 0 North-8.204-8.172-7.485-7.069-4.063
20S 60E 18.147 60.080 -12.323 Line 20 South
-25-
Sunday #2 Surveying Data
ID20S 50E20S 40E20S 30E20S 20E20S IDE20S 10W20S 20W20S SOW20S 40W20S BOW20S 60W
ON 60WON BOWON 40WON 30WON 20WON 10W
40S 60W40S BOW40S 40W40S SOW40S 20W40S 10W40S OE40S 10E40S 20E40S 30E40S 40E40S BOE40S 60E
60S 60E60S BOE60S 40E60S 30E60S 20E60S 10E60S OE60S 10W60S 20W60S SOW60S 40W
SOS 40WSOS SOWSOS 20WSOS 10WSOS OESOS 10ESOS 20ESOS 30ESOS 40ESOS BOESOS 60E
X fml18.27617.92018.48117.96017.51416. SOB17.28017. IBS17.27616.87817.141
-0.119-0.263-0.01B-0.234-0.1030.097
37.68637.BB137.68B37.74437.34937.29437.11836.8B636.96936.77136.92B36.79837.164
56.3B7B6.22056.B20B6.B66B6.822B6.1BO56.74756. BIB56.560B6.16BB6.327
76.4367B.91476.34376.0B276.23176.B2B76.4837B.82B76.37176.02976.421
Y fml50.71840.35929.7B920.47911.363-9.471
-19.476-29.9B3-39.294-49.946-B9.189
-B9.283-48.973-39.303-29.222-19. BOB-12.90B
-B8.821-48.108-38.818-28.914-19.159-9.3B70.670
11.66520.39830.87140.39950.69360.440
60.50350.37640.33829.95720.3979.8990.624
-9.464-19.227-28.621-38.923
-39.110-29.610-19.304-9.7900.548
10.83920.40230.87140.22550.53460.263
Z fml-12.214-11.332-10.679-9.790-9.500-9.077-9.233-9.459-9.179-8.579-8.271
-7.089-7.374-7.216-6.916-6.858-3.950
-10.187-11.064-11.201-11.926-12.637-13.112-13.432-14.150-15.085-15.666-15.906-16.024-15.843
-18.514-18.630-19.163-18.893-18.308-17.607-17.036-16.480-16.053-14.940-14.010
-17.630-18.283-19.283-19.698-20.627-20.942-21.289-21.512-21.364-20.811-20.083
Comment
Line 0 North
Line 40 South
Line 60 South
Line 80 South
-26-
Sunday #2 Surveying Data
ID X Tml Y [ml Z fml Comment100S 60E100S 50E100S 40E100S 30E100S 20E100S 10E100S OE100S 10W100S 20W100S 30W100S 40W
120S 40W120S 30W120S 20W120S 10W120S OE120S 10E120S 20E120S 30E120S 40E
140S 40E140S 30E140S 20E140S 10E140S OE140S 10W140S 20W140S 30W140S 40W
160S 40W160S 30W160S 20W160S 10W160S OE160S 10E160S 20E160S 30E160S 40E
150S OE130S OE110S OE90S OE70S OESOS OE30S OE10S OE30N OE50N OE
95.98195.79295.86495.23295.87294.06995.84295.23496.01895.37396.044
115.637115.487115.298115.874115.395114.674115.475115.191115.588
134.935134.640134.884133.323134.847133.897134.526134.161135.038
153.847153.530154.021154.000154.175154.071154.175153.712154.262
154.156125.338105.88384.98766.58146.53427.98611.514
-31.124-49.084
ION OE;VES09-9.90920S OE10S OE
17.68310'.228
60.36050.77540.60430.66320.75910.5970.644
-9.688-19.145-28.844-39.168
-39.114-28.982-19.196-8.9730.930
10.98720.58930.83140.449
40.67130.41920.7969.8000.917
-9.262-19.119-28.751-38.793
-38.852-29.653-19.099-9.6990.805
10.96220.51430.46740.504
0.8032.0280.6770.8170.9640.9690.7950.2862.1682.574
0.1530.3570.341
-22.355-22.486-22.851-23.719-24.221-24.340-24.401-23.466-23.047-22.562-22.411
-26.532-26.889-27.580-28.482-28.717-28.416-28.503-27.993-26.913
-31.048-31.472-32.195-31.881-32.696-32.966-32.616-32.016-31.041
-36.614-37.001-37.736-37.719-37.579-36.542-35.605-35.606-34.474
-37.574-30.668-26.388-22.451-18.770-15.386-11.376-5.289-1.762-0.564
-4.275-9.083-4.603
Line 100 South
Line 120 South
Line 140 South
Line 160 South
Line 0 East
-27-
Sunday #2 Surveying Data
ID X fml Y Fml Z [ml CommentVES01VES02VES03VES04VES05VES06VES07VES08VES09;10NVES10VES11
UPT1UPT2UPT3UPT4UPT5UPT6UPT7UPT8UPT9UPT10UPT11UPT12
UPB1UPB2UPB3UPB4UPB5UPB6UPB7UPB8UPB9UPB10UPB11UPB12UPB13UPB14UPB15UPB16
RR1RR2RR3RR4
UAE1UAE2UAE3UAE4UAE5UAE6UAE7
UA1UA2
50.14.
-33.-19.
30.5.
-46.-25.
OE -9.90950.
105.
-81.713-79.299-77.098-76.920-74.478-76.638-79.570-83.492-82.825-81.600-79.233-81.607
-82.080-78.262-73.413-67.845-66.782-69.740-72.869-77.964-83.562-89.114-91.144-92.252-89.583-85.705-84.890-81.953
-75.763-73.283-66.786-68.919
-61.876-61.399-56.468-55.168-47.485-50.018-55.140
-52.357-54.391
-20.-40.-67.40.19.
-20.-33.-6.
0.15320.15.
34.52036.99936.27234.02233.41429.18126.83823.77226.85429.88331.71134.448
41.29542.49441.82838.39232.35927.95923.23620.43518.27618.59524.52426.98731.29934.69138.41041.203
5.6161.1214.6199.157
-15.831-19.723-19.046-22.291-19.367-12.968-12.975
-17.140-18.052
VES locations taped togrid points. No elevationsmeasured.
-4.275
5.284 Upper pile top5.0885.1025.2835.0215.5235.8185.7205.9085.7585.4845.269
2.908 Upper pile base2.5521.8631.2141.1731.6922.0772.6003.1453.8684.1104.0433.6633.1603.0042.579
2.239 Rock rectangle2.1791.7801.636
0.985 Upper adit edge1.1870.4000.112
-0.1920.3400.522
0.057 Upper adit0.043
-28-
Sunday #2 Surveying Data
ID X fml Y fml Z Fml CommentUA3UA4
UAB1UAB2UAB3UAB4UAB5UAB6UAB7UAB8
UDZ1UDZ2UDZ3UDZ4UDZ5UDZ6UDZ7UDZ8UDZ9
URN1URN2URN3URN4URNSURN6URN7URN8URN9URN10URN11
URS1URS2URS3URS4URS6URS7URS8URS9URS10URSll
URSN1URSN2URSN3URSN4URSN5
URSS1URSS2URSS3URSS4URSS5URSS6
-53.586-51.432
-55.133-57.836-58.026-55.966-52.105-48.766-47.988-50.798
-51.629-55.989-57.868-64.479-67.621-68.674-63.573-62.037-55.436
-45.654-43.209-41.943-42.226-44.370-51.083-52.231-49.615-51.626-59.464-76.436
-73.239-60.297-55.335-47.799-49.400-47.830-40.840-38.996-41.220-46.164
-32.070-24.415-16.523-10.19210.144
13.680-4.898
-13.168-21.776-29.756-42.833
-20.202-19.279
-17.895-17.919-16.362-15.375-16.662-15.740-18.288-19.198
-36.096-34.783-33.022-34.311-32.015-38.128-40.500-37.047-38.489
-68.763-55.023-41.379-23.430-12.449
6.57720.21636.16551.15079.440
114.759
115.73487.31975.03546.11017.2735.633
-15.230-34.302-61.419-83.959
58.58367.64493.684
103.830122.167
121.544105.36893.77967.69656.90645.068
0.0500.024
-0.119 Upper adit base0.0850.009
-0.130-0.227-0.198-0.282-0.286
-0.380 Upper dead zone0.0410.1800.8541.1171.1280.5900.583
-0.077
-2.003 Upper road north-1.691-1.415-0.900-0.789-0.470-0.627-1.551-1.823-2.408-3.349
-3.386 Upper road south-2.696-2.434-2.064-0.759-0.581-1.078-1.591-2.202-2.33
-4.971 Upper road spur north-7.100-9.245
-10.268-12.396
-12.767 Upper road spur south-10.626-9.502-7.344-5.308-2.785
-29-
Sunday #2 Surveying Data
IDURS5
PLT1PLT2PLT3PLT4PLT5PLT6PLT7PLT8PLT9PLT10PLTllPLT12PLT13PLT14PLT15PLT16PLT17PLT18
PLD1PLD2PLD3PLD4PLD5PLD6
PLB1PLB2PLB3PLB4PLB5PLB6PLB7PLB8PLB9PLB10PLB11PLB12PLB13PLB14
MPT1;BIO1MPT2MPT3MPT4MPT5MPT6MPT7MPT8MPT9MPT10MPT11MPT12
X fml-46.411
-36.131-34.214-31.411-28.201-23.671-20.083-17.207-14.022-9.649-7.743-9.525
-12.421-15.714-10.863-4.965-1.3540.470
-2.290
-19.127-19.594-17.244-14.781-16.472-15.228
-36.006-34.755-30.781-23.942-18.106-14.117-11.815-6.886-4.165-4.598-7.528
-11.846-7.789-1.355
1.747-0.911-4.124-5.619-5.784-5.749-2.592-1.177-0.2141.6514.5432.359
Y Fml36.355
-29.665-36.311-38.100-36.886-35.389-31.423-27.882-24.296-24.578-21.801-19.041-16.010-13.785-12.724-13.954-14.234-12.751-11.812
-16.020-19.739-22.714-20.587-18.692-16.913
-33.232-37.631-40.417-37.927-33.739-32.909-27.698-26.746-23.338-19.334-16.440-14.695-15.587-18.000
-7.255-7.899-6.546-3.6410.4622.6012.8792.8794.2533.131
-0.088-4.332
Z Cml Comment-1.689
-1.670 Parking lot top-1.869-2.036-1.906-2.431-2.655-2.746-2.665-3.763-3.952-3.412-3.575-2.403-3.508-4.122-4.297-3.889-4.121
-2.447 Parking lot depression-2.459-2.789-3.545-3.414-3.358
-2.338 Parking lot base-2.316-2.760-3.614-4.331-4.793-5.167-5.903-6.291-6.159-5.567-4.677-5.377-6.665
-1.187 Main pile top, bio marker-1.348-0.533-0.2690.019
-0.1030.070
-0.386-0.315-0.466-0.560-1.390
AD1 -31.557 -12.764 -1.423 Adit
-30-
Sunday #2 Surveying Data
ID X fml Y fml Z [ml CommentAD2AD3AD4
ADW1ADW2ADW3
JPT1JPT2JPT3JPT4JPT5JPT6JPT7JPT8JPT9JPT10JPT11JPT12JPT13JPT14
JPB1JPB2JPB3JPB4JPB5JPB5JPB6
WELL1WELL3WELL4WELLSWELL6WELL7
ORN1ORN2ORN3
ORS1ORS2ORS3ORS4
MDZ1MDZ2MDZ3MDZ4MDZ5MDZ6MDZ7MDZ8MDZ9MDZ10
-29.985-31.285-32.795
-31.397-31.304-30.987
-18.085-18.414-19.741-22.603-23.998-22.647-24.746-23.433-25.536-23.595-26.888-31.082-32.677-33.109
-37.114-35.948-32.209-30.075-25.696-18.641-17.573
-29.11116.12963.66878.791
106.496196.758
-36.255-29.718-26.298
-22.073-23.753-27.457-35.115
-21.589-11.634-7.5402.9067.919
14.27317.26819.79923.81825.900
-11.824-8.291-8.942
-9.826-10.173-10.962
-5.980-0.3033.6743.3951.423
-1.051-2.5040.0570.8484.7824.2263.9975.8722.707
4.5117.0798.4766.8176.3876.6650.344
10.17450.01993.78855.23457.378
-12.339
26.53035.86851.821
56.96645.54934.09922.531
34.79937.57829.33037.87936.12139.45339.32937.07837.58832.962
-1.485-1.663-1.432
-1.450-1.587-1.501
-2.848-3.107-3.029-2.631-2.357-2.518-2.530-2.919-2.657-3.195-2.652-1.378-1.680-1.505
-2.076-2.339-3.080-3.359-3.720-4.295-3.811
-3.251-12.063-17.097-20.526-22.914-49.665
-3.384-4.501-5.455
-6.122-5.494-4.652-3.446
-5.743-6.769-6.943-8.511-8.896
-10.357-11.065-11.498-12.701-12.889
Adit well
Junk pile top
Junk pile botttom
well
Old road north
Old road south
Main dead zone
-31-
Sunday #2 Surveying Data
ID X Fml Y Fml Z fml CommentMDZ11MDZ12MDZ13MDZ14MDZ15MDZ16MDZ17MDZ18MDZ19MDZ20MDZ21MDZ22MDZ23MDZ24MDZ25MDZ26MDZ27MDZ28MDZ29MDZ30MDZ3.1MDZ32MDZ33MDZ34MDZ35MDZ36MDZ37
ISL1ISL2ISL3ISL4ISL5ISL6ISL7ISL8ISL9ISL10ISL11ISL12ISL13ISL14ISL15
MDZW1MDZW2MDZW3MDZW4MDZW5MDZW6MDZW7MDZW8MDZW9MDZW10MDZW11MDZW12MDZW13
33.63344.23050.29654.33473.384 84.19098.93399.936
110.609125.228136.863151.250159.247166.933171.765248.887240.173228.999219.907215.905205.489194.608186.665175.966171.694169.427170.499
161.354151.668145.353145.087129.282116.08592.83893.53083.45080.84494.053
106.151132.947145.339162.419
166.804156.610144.409132.984111.901100.525111.169111.051103.66787.14566.96152.43738.617
32.49939.36638.78439.94936.89842.94736.43632.41630.18325.57519.47721.02618.77110.75217.29911.68315.71914.7968.738
18.00615.74315.49413.29014.68817.35813.0919.009
6.69811.73411.55616.69317.15021.99620.30313.78011.5306.3964.2777.2979.3373.596
-0.620
-11.493-7.501
-11.302-5.928-0.397-5.881-7.557
-11.178-9.625
-15.158-20.001-21.046-23.399
-14.786-17.140-18.115-18.893-21.181-22.143-23.576-24.614-27.229-30.201-32.936-34.851-37.153-39.943-41.405-66.076-62.649-58.734-55.827-54.966-51.908-49.130-46.790-43.467-41.745-41.212-41.915
-39.014 Island in dead zone-35.747-34.415-34.131-31.509-28.601-23.643-24.113-22.066-21.594-24.290-26.479-31.824-34.456-39.996
-41.553 Main dead zone west-38.403-35.498-32.771-27.809-24.688-27.219-27.078-25.225-21.755-17.087-14.868-12.568
-32-
Sunday #2 Surveying Data
IDMDZW14MDZW15MDZW16MDZW17MDZW18MDZW19MDZW20MDZW2 1MDZW22MDZW23MDZW24MDZW25MDZW26MDZW27MDZW2 8MDZW29MDZW3 0MDZW31MDZW29MDZW3 0MDZW31
BIO1BIO2BIO3BIO4BIOSBIO6BIO7BIOSBIO9BIO10BIO11BIO12BI013BIO14BI015BIO16BIO17BIO18BIO19
EPlEP2EP3EP4EPSEP6EP7EPSEP9EP10EP11
PIT1PIT2PIT3
X fml21.5923.318
-14.323-30.116176.418183.130191.724197.976201.396217.396218.447228.416232.389246.192258.973295.946282.188265.499295.946282.188265.499
1.74760.36653.66439.97780.78984.67796.749
102.479127.670157.58998.172-1.868
230.035287.351290.854293.284293.761294.091289.884
-49.345-55.296-58.089-53.080-48.739-53.092-52.858-46.500-37.411-38.887-45.086
-9.947-6.133-6.554
Y fml-37.180-42.398-40.169-41.384-15.899-12.370-21.808-19.678-23.019-18.766-12.008-9.952-3.762-6.426-3.43211.3309.1598.389
11.3309.1598.389
-7.255-15.329-3.246-5.632-0.065
-37.1049.2362.8742.663-4.60252.27511.9444.630
17.44720.51420.50819.27315.52113.896
106.626105.035110.185113.694111.267109.167117.090119.154114.274107.804106.890
79.43577.83274.829
Z Cml Comment-9.618-7.672-4.983-2.935
-43.703-45.916-48.455-50.128-51.147-55.969-56.628-60.186-60.618-64.862-69.007-85.937-79.642-72.558-85.937-79.642-72.558
-1.187 Biological site markers-16.549 GPS point-16.078-13.715-21.572-20.094-24.905-25.811-31.136-38.847-22.685-5.669
-58.885-82.191-83.990-85.065-85.160-85.170-83.218
-5.219 East pile-4.480-4.746-4.860-4.955-7.248-6.129-7.292-7.737-7.286-6.285
-9.247 Pit-9.255-9.313
-33-
Sunday #2 Surveying Data
ID X fml Y Fml Z fml CommentPIT4PITSPIT6PITB1
-8.948-8.374-7.5144.770
76.38377.65876.85573.619
-9.954-10.114-10.129-11.253
PITC1 51.269 55.333 -19.658 Center of pit C
Well 5 tailingsW5T1W5T2W5T3W5T4W5T5W5T6W5T7W5T8
PITD1PITD2PITD3PITD4PITD5PITD6PITD7PITD8PITD9PITD10
PITE1PITE2PITE3PITE4PITE5PITE6PITE7PITE8PITE9PITE10
PITF1PITF2PITF3PITF4PITF5
MPB1MPB2MPB3MPB4MPB5MPB6MPB7MPB8MPB9MPB10MPB111MPB12
79.83182.90880.44676.40773.74476.28477.98677.851
88.824101.590107.179103.23391.443
102.72498.82198.00395.19593.208
34.68236.56935.10831.36333.72438.00836.01833.82534.13830.822
1.3820.9030.713
-1.5742.680
-8.496-10.606-11.122-12.150-4.0403.2209.073
11.78916.97418.87517.56914.368
56.06759.28162.66262.16458.87956.14357.99559.574
63.79462.97570.42374.42171.92570.01166.40869.08167.98965.235
-39.016-36.720-33.849-34.419-32.232-34.220-39.652-36.642-35.670-37.815
-35.532-33.686-31.429-33.509-33.617
-8.245-2.1625.862
14.28114.94715.20712.7039.7575.3011.347
-5.433-11.686
-20.957-21.219-20.944-20.552-20.363-20.496-19.917-19.974
-21.842-22.671-22.852-22.596-21.749-25.601-25.775-25.452-25.345-24.765
-10.815-10.647-10.744-10.653-11.160-11.530-11.026-12.096-12.047-10.453
-7.319-7.974-7.099-6.773-7.357
-3.988-4.519-5.319-5.932-6.700-7.564-8.215-8.664-9.222-9.541-9.416-9.128
Pit D
Pit E
Pit F
Main pile base
-34-
Sunday #2 Surveying Data
ID X Fml Y fml Z fml CommentMPB13MPB14
LRDN1LRDN2LRDN3LRDN4LRDN5LRDN6LRDN7LRDN8LRDN9LRDN10LRDN11
LRDS1LRDS2LRDS3LRDS4LRDS5LRDS6LRDS7LRDS8LRDS9LRDS10LRDS11
92
196193184179175164162158157157156
159160160161164167176182186195200
.282
.681
.017
.887
.675
.881
.058
.946
.138
.670
.927
.747
.698
.525
.381
.996
.387
.423
.278
.105
.207
.936
.265
.425
-16-17
-56-53-44-37-23-0
1637466277
78634937191
-18-35-43-50-58
.275
.414
.407
.246
.367
.022
.120
.812
.327
.350
.736
.318
.871
.462
.510
.847
.726
.531
.777
.789
.464
.047
.846
.839
-8-7
-48-48-46-45-44-41-39-37-35-34-32
-32-34-35-37-39-41-43-45-46-47-49
.494
.446
.466 Lower road north
.076
.595
.526
.327
.336
.185
.163
.690
.265
.244
.251 Lower road south side
.223
.881
.352
.006
.248
.787
.748
.826
.993
.084
-35-
VENIR PILE SITE
ID X Fml Y_Lml ZJml CommentEDM1 -14.782 47.449 1.834 EDM1 site, ML200EDM2:LB20 15.424 -33.350 -1.402 EDM2 siteEDM3:MLBO -15.146 -10.419 -0.860 EDM3 site, GPS point
BMARK 2.442 13.556 0.243 Bench mark
LB1:0LB1.-30LB2:0LB2 :30LB3 :0LB3:30LB4:0LB4:20
MLBO : EDM3MLB20
VES03VES05VES06VES07VES08VES09VES10VES11
CHEM1CHEM2CHEM3CHEM4CHEM5CHEM6CHEM7CHEM8CHEM9CHEM10CHEM11CHEM12CHEM13CHEM14CHEM15CHEM16CHEM17CHEM18
INRDINRDINRDINRDINRDINRD
WESTRDWESTRDRD SIGNWESTRD
-4.0961.039
15.4243.139
36.87225.12444.88725.489
-15.146-0.846
-1.748-2.48711.6934.221
-10.07228.953
-25.47313.067
45.91634.67932.36024.23218.22124.69636.67916.35617.1218.5096.7708.3493.407
-0.6414.764
-1.086-5.355
-10.515
-60.146-45.850-29.681-31.853-46.170-63.155
-63.619-50.094-47.750-36.121
-31.434-1.946
-33.350-6.093
-28.255-12.255-13.204-12.232
-10.4193.197
12.635-26.797-24.302-6.125-6.049
-17.9274.649
-60.829
-14.793-6.800-3.956-8.818-4.235
-13.048-28.325-22.123-37.686-17.464-11.121-1.3617.016
-8.478-22.646-16.974-35.560-6.636
75.84269.84960.41954.18046.15143.883
37.61338.87936.29739.802
-1.062 Geophysical lines-0.154-1.402-0.036 GPS point '-1.672-0.733-1.437-0.721
-0.860 EDM3 site, GPS point-0.440 Point on mini-lobe 2
0.039 Schlumberger sounding sites-0.834-0.789-0.074-0.189-0.784-2.620
-16.512
-1.357 Geochemical cell points-0.584-3.327-2.904-2.029-0.728-1.656-0.802-2.793-0.4730.131
-1.0570.023
-0.180-0.538-0.427-1.254-0.180
4.264 Inner curve of road3.8553.0172.6732.0741.600
1.507 West edge of road1.6461.338 Venir Pile sign on road1.847
-36-
Venir Pile Surveying Data
ID
RDWELL
EASTRDEASTRDEASTRDEASTRD
BASEBASEBASEBASEBASEBASEBASEBASEBASE
NBLDGNBLDGNBLDGNBLDG
SBLDGSBLDGSBLDGSBLDGSBLDGSBLDGSBLDG
TOPITOP2TOP3TOP4TOPSTOP6TOP?TOPSTOP9TOP10TOP11TOP12TOP 13TOP14TOP15TOP16TOP17TOP18
RDMTOPRDMTOPRDMTOPRDMTOPRDMTOPRDMTOPRDMTOP
X fml
-25.276
-17.517-29.598-41.691-52.413
-23.915-23.405-18.346-15.031
1.181-12.32834.23051.19054.529
-13.293-11.551-6.334-6.795
-2.972-2.7524.4258.946
15.4249.5545.310
-3.957-17.393-15.944-3.028-0.377-4.668-3.542-1.837-6.120-4.5600.5884.2355.7421.1437.439
16.17317.8389.242
12.72116.30514.19110.26112.09817.28819.500
Y fml
50.357
60.43866.71972.73278.115
-17.294-7.252-3.620-1.745
-55.352-52.745-57.557-53.382-44.399
16.55120.53218.22514.731
26.38131.09832.76932.722
-33.35026.36525.905
0.821-11.840-12.881
0.176-1.987
-18.069-18.895-19.429-35.449-35.446-15.549-24.334-23.372-9.277
-18.143-38.170-37.475-16.324
-8.158-14.063-3.750-9.196
-12.917-16.873-16.700
Z fml Comment
2.362 Well near road
2.431 East edge of road3.1743.8024.217
-6.360 Base of pile-4.697-3.919-3.457
-14.825-13.540-18.905-19.483-16.907
-0.545 North building-0.0800.2740.275
0.080 South building0.124
-0.127-0.433-2.032-0.699-0.122
0.067 Edge of top of pile-1.301-1.630-0.010-0.078-0.674-0.790-0.506-1.383-1.296-0.470-0.824-0.665-0.284-0.534-2.753-2.731-0.529
-0.169 Random topographic points-0.506-0.420-0.799-1.228-1.368-2.172
-37-
Venir Pile Surveying Data
ID X [ml Z fml CommentRDMTOPRDMTOPRDMTOP
EASTOP1EASTOP2EASTOP3EASTOP4EASTOP5EASTOP6EASTOP7EASTOP8EASTOP9EASTOP10EASTOPll
212319
2132333546453932373630
.372
.880
.297
.959
.209
.753
.654
.193
.568
.312
.236
.286
.075
.740
-19-22-24
-13-7-6-6
-14-15-13-20-28-28-21
.898
.594
.735
.353
.710
.802
.317
.412
.165
.846
.616
.292
.572
.400
-1-2-1
-0-1-0-0-1-1-1-1-1-1-0
.801
.766
.615
.626 Top of pile, south side
.099
.607
.606
.388
.387
.897
.075
.749
.682
.972
BIG X 37.007 -14.897 -1.419 Aerial photo marker & well
DRAINAGEDRAINAGEDRAINAGEDRAINAGEDRAINAGEDRAINAGEDRAINAGEDRAINAGEDRAINAGEDRAINAGEDRAINAGEDRAINAGEDRAINAGE
LRW1LRW2LRW3LRW4LRW5LRW6LRW7
25202731-5-8
1148549
604932163
-8-18
.077
.613
.118
.237,342.397.322.969.557.517.754.335.294
.264
.350
.455
.713
.902
.949
.107
-26-29-33-42-7
-14-20-28-16-25-37-46-55
-61-61-62-61-59-58-53
.501
.672
.140
.342
.284
.226
.556
.054
.631
.158
.155
.389
.727
.515
.017
.124
.054
.431
.338
.840
-4-4-7
-11-1-2-1-2-1-1-7
-10-15
-21-20-18-16-15-14-13
.306
.241
.526
.160
.433
.826
.251
.765
.015
.662
.268
.473
.655
.043
.378
.598
.894
.299
.178
.443
Drainages between lobes
Lower road west
-38-