Trading Symbol: UEX-TSX
VANCOUVER, March 24 /CNW/ - UEX Corporation ("UEX") reports that through its current review of analytical data from drill holes at the Shea Creek Project ("Shea Creek"), geochemical composites have been generated for mineralized drill hole intercepts which were previously released as downhole probe equivalent grades (eU(3)O(8)). Shea Creek, which is located in the western Athabasca Basin of northern Saskatchewan, hosts the Kianna, Anne, and Colette Deposits and is one of the ten 49%-owned Western Athabasca Uranium Projects joint-ventured with AREVA Resources Canada Inc. ("AREVA"), the operator.
Principal composites reported here are mainly geochemical, and are based on analysis of split half cores typically collected at approximately 0.5-metre sample intervals. The analysis was performed by the Saskatchewan Research Council Geoanalytical Laboratories ("SRC") using ICP-MS and ICP-OES analysis for uranium. Since geochemical results form the basis to estimate probe equivalent uranium grades, the geochemical data will form the basis of future National Instrument 43-101 ("N.I. 43-101") compliant resource estimates for the Shea Creek deposits.
UEX also announces that it is filing shortly on SEDAR, a N.I. 43-101 compliant Technical Report on the Shea Creek Project (the "Shea Creek Report") which also incorporates significant results from previous exploration. The reader is referred to this report for further information and a more complete documentation of composited analytical results from previous drilling.
Table 1 illustrates the effects of the use of geochemical data in place of the previously released probe estimated results from mineralized intervals which have returned a grade (%U(3)O(8)) - thickness (length in metres) product ("GT") of greater than 50 in intercepts which have greater than 80% core recovery. Note that the GT of individual geochemical composites varies from lower to locally higher than the previously released probe results, with an average decrease in GT from probe to geochemical results in this subset by about 8%. True thickness of unconformity-hosted mineralization is close to the reported lengths listed below, while true widths of basement intercepts are not yet determined.
Note in Table 1 that downhole depth intervals of mineralization will differ slightly due to the differences in calibration of the position of probe location in the drill hole, compositing techniques, and differences in defining boundaries of mineralization in the sampled material of the two techniques. The probe data are from news releases between 2004 and 2007. Probe data from drill holes which were completed prior to UEX's involvement in the property (up to SHE-100-01) were reported in UEX's news release of March 18, 2004. All of these previous probe results were estimated using one coefficient coming from a Cluff Lake deposit.
<<
Table 1:
Comparison of Geochemical and Previously Released Probe Estimated
Composites (significant mineralized intercepts on the Shea Creek Project
which have a GT (U(3)O(8) grade-thickness product) of greater than
50 that have greater than 80% core recovery or assays available.)
-------------------------------------------------------------------------
Drill hole, with
location and
type of From To Length
mineralization Data source (m) (m) (m) U(3)O(8)% GT
-------------------------------------------------------------------------
SHE-087 Geochemical data 705.50 711.50 6.00 11.607 69.64
Anne,
unconformity Previous probe data 708.10 712.00 3.90 e15.180 59.20
-------------------------------------------------------------------------
SHE-095-03 Geochemical data 717.70 732.60 14.90 4.411 65.73
Anne,
unconformity +
basement Previous probe data 716.40 726.90 10.50 e6.100 64.05
-------------------------------------------------------------------------
SHE-096-03 Geochemical data 706.00 725.00 19.00 5.419 102.97
Anne,
unconformity +
basement Previous probe data 708.90 725.20 16.30 e8.470 138.06
-------------------------------------------------------------------------
SHE-099 Geochemical data 704.00 712.40 8.40 10.027 84.22
Anne,
unconformity Previous probe data 701.80 710.50 8.70 e9.050 78.74
-------------------------------------------------------------------------
SHE-099-02 Geochemical data 694.10 712.00 17.90 5.649 101.12
Anne,
unconformity +
basement Previous probe data 693.60 709.30 15.70 e7.770 121.99
-------------------------------------------------------------------------
SHE-100-01 Geochemical data 710.70 735.80 25.10 3.315 83.21
Anne,
unconformity +
basement Previous probe data 715.05 721.25 6.20 e10.950 67.89
-------------------------------------------------------------------------
SHE-114-11 Geochemical data 818.50 863.50 45.00 4.093 184.19
Kianna,
basement Previous probe data 816.10 853.80 37.70 e5.400 203.58
-------------------------------------------------------------------------
SHE-115-03 Geochemical data 735.60 747.80 12.20 9.335 113.89
Kianna,
unconformity Previous probe data 735.00 746.90 11.90 e12.570 149.58
-------------------------------------------------------------------------
SHE-115-05 Geochemical data 730.50 737.70 7.20 7.827 56.35
Kianna,
unconformity Previous probe data 731.50 736.40 4.90 e12.740 62.43
-------------------------------------------------------------------------
SHE-115-10 Geochemical data 825.50 840.50 15.00 8.581 128.72
Kianna,
basement Previous probe data 829.90 840.00 10.10 e13.870 140.09
-------------------------------------------------------------------------
SHE-115-11 Geochemical data 854.50 871.00 16.50 5.358 88.40
Kianna,
basement Previous probe data 854.20 869.30 15.10 e6.720 101.47
-------------------------------------------------------------------------
SHE-122-01 Geochemical data 710.50 746.50 36.00 4.206 151.40
Anne,
unconformity +
basement Previous probe data 713.80 747.50 33.70 e4.730 159.40
-------------------------------------------------------------------------
SHE-122-05 Geochemical data 727.00 747.50 20.50 3.642 74.65
Anne,
unconformity +
basement Previous probe data 727.00 742.50 15.50 e4.580 70.99
-------------------------------------------------------------------------
>>
Perched mineralization in the Kianna Deposit area locally has intervals of poor drill recovery where less than 80% of core is recovered. This small, shallow dipping pod (50 by 30 metres in plan view) contains very high grades, but due to the core loss issues many intervals are reported here and in the Shea Creek Report utilizing new calibrated probe results to geochemical results (see below).
Comparison of the previous and currently estimated probe equivalent grades based on the new calibrations are included as Table 2. The new probe calibration is at approximately 87% of the older coefficient, so the grade decrease of the new calibration is approximately 13% in comparison to the previously reported probe results. A Kianna perched mineralization intercept in drill hole SHE-115-18 of 8.42% eU(3)O(8) over 12.6 metres, which also meets the GT threshold of greater than 50 but has less than 80% core recovery, was reported in January 2009 utilizing the new Kianna calibration, so is considered a currently valid estimate of grade.
Probe equivalent data in Table 2 are based on a conversion factor now normalized to Kianna drill hole data from 2004 to 2007, and replaces the older data which utilized the Cluff Lake deposit conversion. Since these intervals have less than 80% core recovery, they are reported here as probe equivalent grades. Note that the intervals vary slightly since a lower cutoff grade (0.05% eU(3)O(8)) was used during compositing than in the previous news releases (0.1% eU(3)O(8)).
<<
Table 2:
Comparison of Current Calibrated Probe and Geochemical Results to
Previously Released 2004 to 2007 Probe Results from the Kianna Perched
Zone of Mineralization which have a GT of greater than 50.
-------------------------------------------------------------------------
Drill hole, with
location and
type of From To Length
mineralization Data source (m) (m) (m) U(3)O(8)% GT
-------------------------------------------------------------------------
SHE-114-11 New calibrated
probe 679.30 694.60 15.30 e4.580 70.08
Kianna perched Previous probe
data 678.50 692.20 13.70 e5.830 79.87
-------------------------------------------------------------------------
SHE-114-09 New calibrated
probe 677.00 699.20 22.20 e4.637 102.94
Kianna perched Previous probe
data 677.00 697.00 20.00 e5.880 117.60
-------------------------------------------------------------------------
SHE-114-05 New calibrated
probe 678.70 688.90 10.20 e20.721 211.35
Kianna perched Previous probe
data 677.80 686.60 8.80 e27.400 241.12
-------------------------------------------------------------------------
SHE-114-07 Geochemical data 673.60 683.10 9.50 7.367 69.99
Kianna perched Previous probe
data 665.60 679.70 14.10 e7.730 108.99
-------------------------------------------------------------------------
>>
Note that the intercept in hole SHE-114-07 utilizes geochemical data, but poor recovery occurs on its margins explaining the difference in sampled length. This intercept will be reviewed and sampling conducted of low recovery intervals, if necessary.
Background: Probe Data Acquisition
As a standard practice in uranium exploration in the Athabasca Basin, diamond drill holes are radiometrically logged immediately after completion of drilling utilizing a down-hole radiometric probe. Mineralized intervals are logged down-hole by AREVA using either an ST-22 2T or an STD-27 low flux probe, as well as with an STD27-HF (high flux) probe when very high grade mineralization is encountered. The probe intervals are collected at 0.1-metre intervals and stored in the drill hole database as raw counts per second. Down-hole radiometric probe data are often used in mining and advanced exploration settings to estimate uranium grade when sufficient comparative geochemical and probe data are available to calibrate the probe data specifically to individual deposits or mineralized areas.
The conversion formula from probe data to equivalent uranium grades (denoted as "eU" or "eU(3)O(8)") on an exploration or mining project is periodically modified for different mineralized areas as new geochemical data are received. Probe data reported in UEX disclosures prior to 2008 utilized a modified conversion coefficient which had been developed by AREVA in its operations at the Dominique-Peter Deposit at the nearby Cluff Lake mining operations in the 1980s. Cluff Lake is located 13 kilometres north of the Shea Creek Project and, prior to generation of sufficient geochemical data at Shea Creek, was considered to be a reasonable analogue for estimation of probe equivalent grades at Shea Creek. Due to mineralogical, grain size, and morphological differences of mineralized material between deposits and areas, formulas from different deposits generally need to be customized to the local mineralized material to produce estimates that are as accurate as possible.
UEX has recently determined and AREVA has confirmed that, in 2008, AREVA calculated specific probe conversion coefficients for the Kianna and Anne Deposits based on geochemical data received up to that time, which replaced the earlier Cluff Lake coefficient. The new coefficients and their basis are documented in the Shea Creek Report to be filed shortly on SEDAR. AREVA has also recently informed UEX that the results reported by AREVA to UEX and disclosed in UEX's news releases from June 2008 onward incorporate AREVA's new probe conversion coefficients, and therefore currently still form a statistically valid estimate of uranium concentrations, although they too are superceded by geochemical results reported here.
Since the geochemical data are based upon a direct analysis of mineralized material, they form a more accurate representation of the uranium grade than the probe estimated grades. Even where well-calibrated probe conversions are available since 2008, geochemical results will show local differences between probe estimated and geochemical results, due to local variations in mineralization style, and that the fact that when the probe is run down the drill hole, the mineralized material in the core has already been extracted from the drill hole, so the probe is sampling the wallrocks to the drill hole. Consequently, the geochemical composite intervals reported here and in the Shea Creek Report, supercede all previously composited probe estimated intervals reported by AREVA to UEX and disclosed by UEX in 2004 to 2009 news releases.
Shea Creek Geochemical Composites and Revised Probe Estimated Grades
Geochemical and, where recoveries are low, new probe equivalent composited intervals for all drill holes completed on the Shea Creek property since 1992 that have a GT of greater than 5 and minimum grade of 0.20% U(3)O(8) are reported in Table 4. A more complete tabulation of results at a cutoff grade of 0.05% and GT of greater than 0.1 is provided as Appendix 2 in the Shea Creek Report, and the reader is referred to that for further information.
Since the orientations of drill holes in the deposits vary, and the morphology of mineralized zones has variable orientation, the relationship of geochemical sample length and probe composited lengths in drill holes to the true thickness of mineralization is also variable. For mineralization developed at the unconformity in the Anne, Kianna and Colette Deposits, the steep orientation of most drill holes crosses the flat-lying mineralization in intercepts which are at or close to true thickness. For basement hosted mineralization, in many areas thickness has not yet been determined since the morphology and orientation of mineralization is still interpretive so thickness is apparent, although in some areas in the southern Anne Deposit where basement mineralization is parallel to the metamorphic stratigraphy and a higher confidence level of its morphology has been determined, intercepts are close to true thickness. Perched mineralization at Kianna has been intersected by multiple closely spaced drill holes which indicate it has a lens-shaped shallow southwesterly dip, resulting in drill hole intercepts which are also generally close to true thickness.
Composites reported in Table 4 under the column "U(3)O(8)" are composited from geochemical analyses by the SRC and analyzed by ICP. The SRC has an ISO/IEC 17025:2005 accredited quality management system (Scope of Accreditation No. 537) from the Standards Council of Canada, and is accredited by the Canadian Association for Laboratory Accreditation Inc. Data reported initially from the lab as U ppm which were determined using the ICP-MS technique are converted to U(3)O(8) with the formula ((U ppm)*1.179/10,000).
Down-hole radiometric probe equivalent grades reported as eU(3)O(8) are substituted in Table 4 under the column "eU(3)O(8)" where 20% or more of a composited interval is not recovered during drilling (core loss), is unsampled, or where no geochemical sampling at all has occurred across a mineralized interval. These were estimated from the new probe coefficients that are based on the 2008 probe equivalent coefficients which have been calculated specifically for the Kianna and Anne Deposits.
Several levels of geochemical and probe data verification are currently utilized at Shea Creek by AREVA including (i) internal SRC laboratory quality assurance and quality control ("QA/QC"), (ii) comparison of the results of the different geochemical analytical techniques for uranium which are routinely received (uranium partial and total by ICP-MS, U(3)O(8) assay by ICP-OES), (iii) comparison to probe results, and (iv) external laboratory check analysis of selected samples. As part of AREVA's quality improvement programs, a more rigorous geochemical QA/QC program was implemented in 2006 which continues to be followed.
Effects on Other UEX Projects
UEX reports only geochemical results from its other projects in the Athabasca Basin, including the Hidden Bay Project, which is 100% owned and operated by UEX. The probe calibration issues reported here are consequently not present in any other UEX disclosure that does not pertain to Shea Creek.
Gold Mineralization
Gold was mined as a by-product from the D orebody at Cluff Lake. At Shea Creek, locally high gold grades are also present. Significant composited gold intercepts with a grade of greater than 3.0 g/T Au and grade-thickness product of greater than 5.0 are illustrated in Table 3; the morphology and true thickness of areas which are high in gold content are as yet undetermined. Analyses are by fire assay by the SRC laboratories. The high gold grades frequently, but not always, occur in areas of higher grade uranium mineralization, and can be present both in unconformity and basement mineralization in all three deposits at Shea Creek. Native gold grains both encapsulated in pitchblende, sometimes in association with Bi-tellurides, and free in the surrounding clay alteration have been identified in samples from basement and sandstone hosted mineralization.
Significant gold-bearing intercepts include 20.79 g/T Au over 2.40 metres in drill hole SHE-087, 14.02 g/T Au over 3.30 metres in hole SHE-115-03, 13.75 g/T Au over 2.50 metres in hole SHE-079, 9.70 g/T Au over 3.50 metres in hole SHE-102, and 5.95 g/T Au over 5.70 metres in hole SHE-115-04. Future work to establish patterns of gold distribution is planned, especially to identify if any consistent local gold-enriched domains can be identified which might enhance the potential value of parts of the Shea Creek Deposits.
<<
Table 3:
Summary of Significant Gold Intercepts with a Grade of greater
than 3 g/Tonne Au and a Grade-Thickness (Au g/Tonne x metres) of
greater than 5 from Drill Holes at Shea Creek
(Gold analyses are by fire assay at the SRC Laboratories.
The true thickness and morphology of areas of higher grade gold
mineralization are as yet undetermined.)
-------------------------------------------------------------------------
Hole From To Length Au Area Mineralization
(m) (m) (m) ppm style
(g/
Tonne)
-------------------------------------------------------------------------
SHE-016 717.70 721.00 3.30 5.80 Anne Unconformity
-------------------------------------------------------------------------
SHE-018 719.60 720.10 0.50 10.74 Kianna South Unconformity
-------------------------------------------------------------------------
SHE-023 736.90 738.10 1.20 7.50 Colette Unconformity
-------------------------------------------------------------------------
SHE-052 710.10 713.50 3.40 5.37 Colette Unconformity
-------------------------------------------------------------------------
SHE-078 702.00 708.00 6.00 3.85 Colette Unconformity
-------------------------------------------------------------------------
SHE-079 714.50 717.00 2.50 13.75 Anne Unconformity
-------------------------------------------------------------------------
SHE-079 729.50 731.00 1.50 5.88 Anne Basement
-------------------------------------------------------------------------
SHE-087 708.60 711.00 2.40 20.79 Anne Unconformity
-------------------------------------------------------------------------
SHE-091 707.00 710.00 3.00 3.44 Colette Unconformity
-------------------------------------------------------------------------
SHE-094-01 742.10 744.30 2.20 7.49 Anne Basement
-------------------------------------------------------------------------
SHE-094-05 716.40 718.70 2.30 3.53 Anne Unconformity
-------------------------------------------------------------------------
SHE-095-03 719.80 720.20 0.40 19.50 Anne Unconformity
-------------------------------------------------------------------------
SHE-096-03 710.20 716.00 5.80 4.14 Anne Unconformity
-------------------------------------------------------------------------
SHE-099 707.20 708.90 1.70 7.55 Anne Unconformity
-------------------------------------------------------------------------
SHE-100-01 717.00 719.50 2.50 6.20 Anne Unconformity
-------------------------------------------------------------------------
SHE-101-04 736.20 737.70 1.50 4.61 Anne Unconformity
-------------------------------------------------------------------------
SHE-102 716.80 720.30 3.50 9.70 Kianna Unconformity
-------------------------------------------------------------------------
SHE-102-02 715.20 715.80 0.60 23.00 Kianna Unconformity
-------------------------------------------------------------------------
SHE-109-01 723.80 725.30 1.50 6.20 Anne Unconformity
-------------------------------------------------------------------------
SHE-111-08 732.50 733.50 1.00 27.26 Colette South Unconformity
-------------------------------------------------------------------------
SHE-114-11 837.00 839.90 2.90 6.03 Kianna Basement
-------------------------------------------------------------------------
SHE-115 715.50 716.50 1.00 5.63 Kianna Unconformity
-------------------------------------------------------------------------
SHE-115-03* 743.00 746.30 3.30 14.02 Kianna Unconformity
-------------------------------------------------------------------------
SHE-115-05(xx) 732.00 737.70 5.70 5.95 Kianna Unconformity
-------------------------------------------------------------------------
SHE-115-05 794.50 795.00 0.50 19.04 Kianna Basement
-------------------------------------------------------------------------
SHE-115-06 743.50 745.00 1.50 4.21 Kianna Unconformity
-------------------------------------------------------------------------
SHE-115-10 833.50 840.00 6.50 3.20 Kianna Basement
-------------------------------------------------------------------------
SHE-118 706.00 711.40 5.40 5.43 Kianna Unconformity
-------------------------------------------------------------------------
SHE-118-01 873.50 874.00 0.50 18.26 Kianna Basement
-------------------------------------------------------------------------
* includes 0.3 m unsampled, composited at 0 grade
(xx) includes 0.1 m unsampled, composited at 0 grade
>>
Qualified Persons
Technical information in this news release has been reviewed and approved by R. Sierd Eriks, P. Geo., UEX's Vice President of Exploration, David Rhys, P. Geo., consultant to UEX, and Erwin Koning, P. Geo., AREVA's District Geologist, West Athabasca Region, who are Qualified Persons as defined by N.I. 43-101.
About the Shea Creek Deposits
The Kianna, Anne and Colette Deposits within Shea Creek are distributed along a strike length of over three kilometres of the north-northwest trending Saskatoon Lake graphitic conductor. The Saskatoon Lake conductor is coincident with a southwest-dipping, reverse fault that displaces the flat lying unconformity with the overlying Athabasca Group sandstone by several tens of metres. Depth to unconformity typically ranges from 700 to 740 metres.
Mineralized areas along the Saskatoon Lake conductor at Shea Creek occur often in areas where northeast and east-northeast trending discordant faults offset the northwest trending conductive graphitic unit. Three styles and settings of mineralization are present:
<<
- Basement-hosted mineralization ("B") found in zones up to 200 metres
below the unconformity. Drilling at Kianna has outlined a zone of this
type with a strike length of 200 metres and a down-dip extension of
160 metres.
- Perched ("P") sandstone-hosted pervasive and fracture controlled
pitchblende bearing mineralization found in discrete zones tens of
metres above the unconformity. At Kianna the largest of these pods has
a defined strike length of 80 metres and a width of 60 metres.
Fracture/fault-controlled perched mineralization is also developed
within the Anne area; however intersections cannot be correlated
between drill holes with the current density of drill information.
- Unconformity-type ("UC") disseminated, nodular and massive
mineralization in a flat lying zone in close proximity to the
unconformity. This is the most widespread style of mineralization at
Shea Creek. At Kianna, a high grade principal zone of this style has
a defined strike length of 200 metres and a plan width of 200 metres.
Much of the mineralization at Anne and Colette are of this style also.
Higher grade portions of the unconformity mineralization at the Anne
Deposit have been traced over a strike length of 250 metres, and a
plan view width of 100 metres. Drilling suggests that lower grade
mineralization at the unconformity may be continuously traceable from
the Anne to the Kianna deposits, containing several higher grade
lenses in between which are currently being defined by drilling.
>>
The reader is referred to the Shea Creek Report, to be filed shortly, for detailed information about the property geology and mineralization styles.
About AREVA Resources Canada Inc.
AREVA, a uranium exploration, mining and milling company, is a subsidiary of AREVA Group, a worldwide expert in the energy field with manufacturing facilities in 43 countries and a sales network in more than 100 countries. AREVA Group, through its Canadian subsidiary, has significant interests in several uranium deposits in the Athabasca Basin, including the producing McClean Lake Deposits operated by AREVA, the producing McArthur River Deposit operated by Cameco Corporation, the Midwest Deposit, the Millennium Deposit, and the Cigar Lake Deposit.
About UEX
UEX is a Canadian uranium exploration and development company actively involved in 19 uranium projects, including seven that are 100% owned and operated by UEX, one joint venture with AREVA that is operated by UEX, ten joint-ventured with AREVA and one under option from Japan-Canada Uranium Company, Limited, which are operated by AREVA. The 19 projects, totaling 356,088 hectares (879,913 acres), are located in the eastern, western and northern perimeters of the Athabasca Basin, the world's richest uranium belt, which accounts for approximately 23% of the global primary uranium production. UEX is currently developing several uranium deposits in the Athabasca Basin which include the Kianna, Anne and Colette Deposits at its Shea Creek Project, a joint venture with AREVA in the western Athabasca Basin, and the West Bear, Raven and Horseshoe Deposits located at its 100% owned Hidden Bay Project in the eastern Athabasca Basin. UEX's exploration and development budgets for the winter of 2009 are estimated at approximately $16.5 million, of which UEX will be responsible for approximately $10.9 million.
<<
ON BEHALF OF THE BOARD OF DIRECTORS OF UEX CORPORATION
Stephen H. Sorensen
President & C.E.O.
>>
Forward-Looking Statements
This news release contains "forward-looking statements" that are based on UEX's current expectations, estimates, forecasts and projections. These forward-looking statements include statements regarding UEX's outlook for our future operations, plans and timing for the commencement or advancement of exploration activities on our properties, and other expectations, intention and plans that are not historical fact. The words "estimates", "projects", "expects", "intends", "believes", "plans", or their negatives or other comparable words and phrases are intended to identify forward-looking statements. Such forward-looking statements are based on certain factors and assumptions and are subject to risks, uncertainties and other factors that could cause actual results to differ materially from future results expressed or implied by such forward-looking statements. Important factors that could cause actual results to differ materially from UEX's expectations include uncertainties relating to interpretation of drill results and geology, continuity and grade of deposits, fluctuations in uranium prices and currency exchange rates, and other risks and uncertainties disclosed in UEX's Annual Information Form and other filings with the securities commission on SEDAR. Many of these factors are beyond the control of UEX. Consequently, all forward-looking statements made in this news release are qualified by this cautionary statement and there can be no assurance that actual results or developments anticipated by UEX will be realized. For the reasons set forth above, investors should not place undue reliance on such forward-looking statements. Except as required by applicable law, UEX disclaims any intention or obligation to update or revise forward-looking information, whether as a result of new information, future events or otherwise.
<<
Table 4
1992 to 2008 Composited Drilling Results from the Shea Creek property
with a grade-thickness product of greater than 5, and a minimum
grade of 0.200% U(3)O(8) or eU(3)O(8).
See text for further details. Drill holes not reported do not meet
the minimum compositing thresholds.
-------------------------------------------------------------------------
Drill From To Length U(3)O(8) eU(3)O(8) GT Type Area
hole (m) (m) (m) % %
-------------------------------------------------------------------------
SHE-016 714.70 723.80 9.10 4.324 39.34 Unconformity Anne
-------------------------------------------------------------------------
including 717.70 719.10 1.40 24.115 33.76 Unconformity Anne
-------------------------------------------------------------------------
including 754.60 755.00 0.40 15.091 6.04 Basement Anne
-------------------------------------------------------------------------
SHE-023 735.10 742.70 7.60 0.726 5.52 Unconformity Collette
-------------------------------------------------------------------------
SHE-038A 707.40 710.00 2.60 8.664 22.53 Unconformity Kianna
South
-------------------------------------------------------------------------
SHE-043 712.80 717.30 4.50 2.107 9.48 Unconformity Anne
-------------------------------------------------------------------------
including 715.50 717.30 1.80 5.070 9.13 Unconformity Anne
-------------------------------------------------------------------------
SHE-045 725.50 737.70 12.20 1.432 17.47 Unconformity Collette
-------------------------------------------------------------------------
including 729.90 735.50 5.60 2.916 16.33 Unconformity Collette
-------------------------------------------------------------------------
including 733.30 734.40 1.10 6.229 6.85 Unconformity Collette
-------------------------------------------------------------------------
SHE-052 698.00 714.80 16.80 2.342 39.35 Unconformity Collette
-------------------------------------------------------------------------
including 706.30 714.10 7.80 4.294 33.49 Unconformity Collette
-------------------------------------------------------------------------
including 710.80 713.50 2.70 7.547 20.38 Unconformity Collette
-------------------------------------------------------------------------
SHE-053 715.40 719.20 3.80 1.327 5.04 Unconformity Kianna
-------------------------------------------------------------------------
SHE-058B 753.60 756.20 2.60 2.213 5.75 Basement 58B
-------------------------------------------------------------------------
SHE-059 709.40 716.00 6.60 4.099 27.05 Unconformity Collette
-------------------------------------------------------------------------
including 709.80 713.70 3.90 6.493 25.32 Unconformity Collette
-------------------------------------------------------------------------
SHE-060 715.20 721.30 6.10 1.133 6.91 Unconformity Collette
-------------------------------------------------------------------------
SHE-063B 720.90 725.60 4.70 1.639 7.70 Unconformity Kianna
-------------------------------------------------------------------------
including 722.90 723.50 0.60 10.906 6.54 Unconformity Kianna
-------------------------------------------------------------------------
SHE-065 729.80 741.70 11.90 1.732 20.62 Unconformity Collette
-------------------------------------------------------------------------
including 735.20 739.80 4.60 3.476 15.99 Unconformity Collette
-------------------------------------------------------------------------
SHE-078 701.50 712.50 11.00 1.122 12.34 Unconformity Collette
-------------------------------------------------------------------------
SHE-079 714.50 717.50 3.00 5.446 16.34 Unconformity Anne
-------------------------------------------------------------------------
including 715.50 717.00 1.50 9.577 14.37 Unconformity Anne
-------------------------------------------------------------------------
SHE-082 724.50 735.00 10.50 0.726 7.62 Unconformity Anne
-------------------------------------------------------------------------
SHE-087 705.50 711.50 6.00 11.607 69.64 Unconformity Anne
-------------------------------------------------------------------------
including 708.60 711.50 2.90 23.964 69.50 Unconformity Anne
-------------------------------------------------------------------------
including 708.60 710.50 1.90 34.694 65.92 Unconformity Anne
-------------------------------------------------------------------------
SHE-088 752.00 761.00 9.00 3.244 29.20 Basement Anne
-------------------------------------------------------------------------
including 758.50 760.50 2.00 10.159 20.32 Basement Anne
-------------------------------------------------------------------------
SHE-091 703.50 712.40 8.90 1.517 13.50 Unconformity Collette
-------------------------------------------------------------------------
SHE-094 707.00 724.70 17.70 0.418 7.39 Unconformity Anne
-------------------------------------------------------------------------
SHE-094 735.90 743.20 7.30 0.730 5.33 Basement Anne
-------------------------------------------------------------------------
SHE-094
-01 707.90 717.30 9.40 1.283 12.06 Unconformity Anne
-------------------------------------------------------------------------
SHE-094
-01 741.70 745.60 3.90 4.553 17.76 Basement Anne
-------------------------------------------------------------------------
including 742.10 744.30 2.20 7.925 17.44 Basement Anne
-------------------------------------------------------------------------
SHE-094
-03 710.90 721.90 11.00 1.588 17.46 Unconformity Anne
-------------------------------------------------------------------------
including 714.40 717.00 2.60 4.608 11.98 Unconformity Anne
-------------------------------------------------------------------------
SHE-094
-04 718.00 727.40 9.40 0.621 5.84 Unconformity Anne
-------------------------------------------------------------------------
SHE-094
-05 710.80 724.10 13.30 1.878 24.97 Unconformity Anne
-------------------------------------------------------------------------
including 715.70 721.60 5.90 3.841 22.66 Unconformity Anne
-------------------------------------------------------------------------
including 715.70 717.00 1.30 7.931 10.31 Unconformity Anne
-------------------------------------------------------------------------
including 720.40 721.60 1.20 6.892 8.27 Unconformity Anne
-------------------------------------------------------------------------
SHE-094
-06 721.30 724.10 2.80 5.740 16.07 Basement Anne
-------------------------------------------------------------------------
including 721.70 722.60 0.90 14.089 12.68 Basement Anne
-------------------------------------------------------------------------
SHE-095 753.50 760.00 6.50 0.834 5.42 Basement Anne
-------------------------------------------------------------------------
SHE-095
-01 719.70 728.60 8.90 1.796 15.98 Unconformity Anne
-------------------------------------------------------------------------
including 719.70 721.70 2.00 6.367 12.73 Unconformity Anne
-------------------------------------------------------------------------
SHE-095
-01 740.10 750.80 10.70 1.033 11.05 Basement Anne
-------------------------------------------------------------------------
including 747.30 747.80 0.50 13.205 6.60 Basement Anne
-------------------------------------------------------------------------
SHE-095
-01 755.80 760.20 4.40 1.854 8.16 Basement Anne
-------------------------------------------------------------------------
including 755.80 757.70 1.90 3.362 6.39 Basement Anne
-------------------------------------------------------------------------
SHE-095
-01 764.90 769.80 4.90 1.143 5.60 Basement Anne
-------------------------------------------------------------------------
SHE-095
-01 774.50 776.60 2.10 2.907 6.11 Basement Anne
-------------------------------------------------------------------------
SHE-095
-03 717.70 732.60 14.90 4.411 65.73 Unconformity Anne
-------------------------------------------------------------------------
including 719.40 722.30 2.90 20.898 60.60 Unconformity Anne
-------------------------------------------------------------------------
SHE-095
-03 761.50 781.30 19.80 1.044 20.66 Basement Anne
-------------------------------------------------------------------------
including 766.50 768.20 1.70 5.511 9.37 Basement Anne
-------------------------------------------------------------------------
SHE-096
-01 719.80 738.90 19.10 0.293 5.60 Unconformity Anne
-------------------------------------------------------------------------
SHE-096
-03 706.00 725.00 19.00 5.419 102.97 Unconformity Anne
-------------------------------------------------------------------------
including 712.60 716.00 3.40 29.200 99.28 Unconformity Anne
-------------------------------------------------------------------------
SHE-096
-03 730.50 748.50 18.00 0.760 13.67 Basement Anne
-------------------------------------------------------------------------
SHE-096
-03 756.00 776.80 20.80 0.920 19.13 Basement Anne
-------------------------------------------------------------------------
SHE-096
-03 782.80 785.10 2.30 3.236 7.44 Basement Anne
-------------------------------------------------------------------------
including 783.30 784.10 0.80 7.905 6.32 Basement Anne
-------------------------------------------------------------------------
SHE-096
-04 753.80 756.30 2.50 3.826 9.56 Basement Anne
-------------------------------------------------------------------------
including 754.30 755.00 0.70 13.132 9.19 Basement Anne
-------------------------------------------------------------------------
SHE-098 705.10 712.60 7.50 2.235 16.76 Unconformity Anne
-------------------------------------------------------------------------
including 706.20 707.60 1.40 7.477 10.47 Unconformity Anne
-------------------------------------------------------------------------
SHE-099 704.00 712.40 8.40 10.027 84.22 Unconformity Anne
-------------------------------------------------------------------------
including 706.60 708.90 2.30 34.149 78.54 Unconformity Anne
-------------------------------------------------------------------------
including 707.70 708.90 1.20 60.601 72.72 Unconformity Anne
-------------------------------------------------------------------------
SHE-099
-01 705.90 728.60 22.70 0.959 21.77 Unconformity Anne
-------------------------------------------------------------------------
including 712.20 715.60 3.40 4.368 14.85 Unconformity Anne
-------------------------------------------------------------------------
SHE-099
-02 694.10 712.00 17.90 5.649 101.12 Unconformity Anne
-------------------------------------------------------------------------
including 699.00 705.50 6.50 14.547 94.56 Unconformity Anne
-------------------------------------------------------------------------
SHE-099
-03 709.00 722.60 13.60 2.612 35.53 Unconformity Anne
-------------------------------------------------------------------------
including 710.70 712.60 1.90 16.661 31.66 Unconformity Anne
-------------------------------------------------------------------------
SHE-099
-05 715.60 726.20 10.60 0.494 5.24 Unconformity Anne
-------------------------------------------------------------------------
SHE-100
-01 710.70 735.80 25.10 3.315 83.21 Unconformity Anne
-------------------------------------------------------------------------
including 715.90 719.90 4.00 16.866 67.46 Unconformity Anne
-------------------------------------------------------------------------
SHE-100
-01 753.50 761.00 7.50 3.639 27.29 Basement Anne
-------------------------------------------------------------------------
including 758.70 759.30 0.60 16.954 10.17 Basement Anne
-------------------------------------------------------------------------
SHE-101
-02 738.00 746.60 8.60 3.746 32.22 Unconformity Anne
-------------------------------------------------------------------------
including 738.00 742.90 4.90 6.413 31.43 Unconformity Anne
-------------------------------------------------------------------------
including 738.00 739.50 1.50 15.630 23.44 Unconformity Anne
-------------------------------------------------------------------------
SHE-101
-04 735.30 739.00 3.70 4.420 16.35 Unconformity Anne
-------------------------------------------------------------------------
including 735.70 736.20 0.50 18.157 9.08 Unconformity Anne
-------------------------------------------------------------------------
SHE-102 716.80 730.20 13.40 0.656 8.79 Unconformity Kianna
South
-------------------------------------------------------------------------
SHE-102 Kianna
-01 710.60 722.50 11.90 0.901 10.72 Unconformity South
-------------------------------------------------------------------------
SHE-102 Kianna
-02 711.50 716.80 5.30 3.662 19.41 Unconformity South
-------------------------------------------------------------------------
including 714.60 716.30 1.70 11.065 18.81 Unconformity Kianna
South
-------------------------------------------------------------------------
SHE-102 Kianna
-07 712.50 716.20 3.70 3.024 11.19 Unconformity South
-------------------------------------------------------------------------
SHE-102 Kianna
-10 717.00 728.00 11.00 1.418 15.60 Unconformity South
-------------------------------------------------------------------------
including 725.10 726.40 1.30 7.309 9.50 Unconformity Kianna
South
-------------------------------------------------------------------------
SHE-103 751.60 779.80 28.20 0.242 6.81 Unconformity 58B
-------------------------------------------------------------------------
SHE-105
-4 716.50 721.80 5.30 1.541 8.17 Basement Anne
-------------------------------------------------------------------------
SHE-109
-01 715.30 737.50 22.20 0.682 15.13 Unconformity Anne
-------------------------------------------------------------------------
including 722.80 724.80 2.00 5.789 11.58 Unconformity Anne
-------------------------------------------------------------------------
SHE-109
-02 723.50 739.00 15.50 0.699 10.83 Basement Anne
-------------------------------------------------------------------------
including 737.50 739.00 1.50 3.985 5.98 Basement Anne
-------------------------------------------------------------------------
SHE-111 Collette
-01 727.40 735.90 8.50 0.884 7.51 Unconformity South
-------------------------------------------------------------------------
SHE-111 Collette
-02 750.80 762.40 11.60 0.907 10.52 Basement South
-------------------------------------------------------------------------
SHE-111 Collette
-05 753.70 769.90 16.20 0.582 9.43 Basement South
-------------------------------------------------------------------------
SHE-111 Collette
-06 749.00 757.00 8.00 3.227 25.82 Basement South
-------------------------------------------------------------------------
including 752.50 753.00 0.50 12.380 6.19 Basement Collette
South
-------------------------------------------------------------------------
including 754.50 755.00 0.50 23.934 11.97 Basement Collette
South
-------------------------------------------------------------------------
SHE-111 Collette
-08 730.50 735.00 4.50 1.210 5.44 Perched South
-------------------------------------------------------------------------
SHE-111 Collette
-11 692.00 698.00 6.00 1.429 8.57 Perched South
-------------------------------------------------------------------------
SHE-111 Collette
-12 762.00 773.50 11.50 0.879 10.11 Basement South
-------------------------------------------------------------------------
SHE-114 684.50 686.50 2.00 2.871 5.74 Perched Kianna
-------------------------------------------------------------------------
including 684.50 685.50 1.00 5.223 5.22 Perched Kianna
-------------------------------------------------------------------------
SHE-114
-01 683.50 692.50 9.00 0.556 5.00 Perched Kianna
-------------------------------------------------------------------------
SHE-114
-01 807.00 810.50 3.50 1.576 5.52 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-04 725.50 733.00 7.50 1.025 7.69 Unconformity Kianna
-------------------------------------------------------------------------
including 726.00 728.50 2.50 2.596 6.49 Unconformity Kianna
-------------------------------------------------------------------------
SHE-114
-04 797.30 813.20 15.90 0.465 7.40 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-05 678.70 688.90 10.20 20.721 211.35 Perched Kianna
-------------------------------------------------------------------------
including 680.10 687.70 7.60 27.729 210.74 Perched Kianna
-------------------------------------------------------------------------
SHE-114
-05 809.60 825.30 15.70 0.816 12.80 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-07 673.60 683.10 9.50 7.367 69.99 Perched Kianna
-------------------------------------------------------------------------
including 673.60 680.10 6.50 10.700 69.55 Perched Kianna
-------------------------------------------------------------------------
including 676.10 678.10 2.00 21.163 42.33 Perched Kianna
-------------------------------------------------------------------------
SHE-114
-08 838.70 850.50 11.80 3.578 42.22 Basement Kianna
-------------------------------------------------------------------------
including 838.70 840.20 1.50 21.143 31.72 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-08 855.90 862.40 6.50 5.776 37.55 Basement Kianna
-------------------------------------------------------------------------
including 859.40 860.90 1.50 16.793 25.19 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-09 677.00 699.20 22.20 4.637 102.94 Perched Kianna
-------------------------------------------------------------------------
including 684.10 687.30 3.20 8.001 25.60 Perched Kianna
-------------------------------------------------------------------------
including 689.90 698.70 8.80 7.851 69.09 Perched Kianna
-------------------------------------------------------------------------
SHE-114
-09 710.50 722.60 12.10 1.018 12.32 Unconformity Kianna
-------------------------------------------------------------------------
SHE-114
-09 805.80 815.00 9.20 0.674 6.21 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-09 826.00 834.50 8.50 1.100 9.35 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-09 825.50 837.20 11.70 0.575 6.73 Basement Kianna
-------------------------------------------------------------------------
including 833.50 834.00 0.50 16.270 8.14 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-09 841.20 870.40 29.20 0.225 6.58 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-10A 721.00 732.40 11.40 0.552 6.29 Unconformity Kianna
-------------------------------------------------------------------------
SHE-114
-11 679.30 694.60 15.30 4.580 70.08 Perched Kianna
-------------------------------------------------------------------------
including 686.10 692.50 6.40 9.967 63.79 Perched Kianna
-------------------------------------------------------------------------
SHE-114
-11 818.50 863.50 45.00 4.093 184.19 Basement Kianna
-------------------------------------------------------------------------
including 818.50 819.00 0.50 11.083 5.54 Basement Kianna
-------------------------------------------------------------------------
including 829.50 833.00 3.50 10.300 36.05 Basement Kianna
-------------------------------------------------------------------------
including 837.00 843.00 6.00 18.073 108.44 Basement Kianna
-------------------------------------------------------------------------
including 846.00 847.00 1.00 15.109 15.11 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-12 682.10 688.60 6.50 1.370 8.90 Perched Kianna
-------------------------------------------------------------------------
SHE-114
-12 712.90 718.70 5.80 1.191 6.91 Unconformity Kianna
-------------------------------------------------------------------------
SHE-114
-12 830.20 842.30 12.10 0.733 8.87 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-13 809.50 811.00 1.50 7.719 11.58 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-13 817.00 823.00 6.00 0.951 5.71 Basement Kianna
-------------------------------------------------------------------------
SHE-114
-17 883.00 890.80 7.80 4.382 34.18 Basement Kianna
-------------------------------------------------------------------------
including 883.00 884.50 1.50 20.023 30.04 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-01 911.50 915.00 3.50 6.268 21.94 Basement Kianna
-------------------------------------------------------------------------
including 912.00 912.50 0.50 40.086 20.04 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-02 734.10 751.50 17.40 0.514 8.95 Unconformity Kianna
-------------------------------------------------------------------------
SHE-115
-02 851.50 856.00 4.50 1.892 8.51 Basement Kianna
-------------------------------------------------------------------------
including 851.50 852.00 0.50 14.800 7.40 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-03 735.60 747.80 12.20 9.335 113.89 Unconformity Kianna
-------------------------------------------------------------------------
including 739.60 740.50 0.90 20.285 18.26 Unconformity Kianna
-------------------------------------------------------------------------
including 742.00 746.30 4.30 21.154 90.96 Unconformity Kianna
-------------------------------------------------------------------------
SHE-115
-04 749.00 768.00 19.00 2.547 48.39 Unconformity Kianna
-------------------------------------------------------------------------
including 752.00 759.00 7.00 5.847 40.93 Unconformity Kianna
-------------------------------------------------------------------------
including 752.50 754.50 2.00 11.080 22.16 Unconformity Kianna
-------------------------------------------------------------------------
SHE-115
-05 730.50 737.70 7.20 7.827 56.35 Unconformity Kianna
-------------------------------------------------------------------------
including 732.50 735.20 2.70 20.360 54.97 Unconformity Kianna
-------------------------------------------------------------------------
SHE-115
-05 792.00 796.50 4.50 3.643 16.39 Basement Kianna
-------------------------------------------------------------------------
including 794.50 795.00 0.50 30.418 15.21 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-06 704.50 714.50 10.00 1.815 18.15 Perched Kianna
-------------------------------------------------------------------------
including 707.50 711.50 4.00 3.490 13.96 Perched Kianna
-------------------------------------------------------------------------
SHE-115
-06 735.00 745.60 10.60 2.227 23.60 Unconformity Kianna
-------------------------------------------------------------------------
including 737.50 739.00 1.50 5.738 8.61 Unconformity Kianna
-------------------------------------------------------------------------
including 743.50 745.00 1.50 7.263 10.89 Unconformity Kianna
-------------------------------------------------------------------------
SHE-115
-06 822.50 838.50 16.00 0.811 12.98 Basement Kianna
-------------------------------------------------------------------------
including 825.50 827.50 2.00 5.600 11.20 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-06 864.00 878.50 14.50 0.382 5.53 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-07 814.20 823.50 9.30 0.560 5.21 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-07 832.90 835.20 2.30 3.694 8.50 Basement Kianna
-------------------------------------------------------------------------
including 834.40 834.90 0.50 16.034 8.02 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-08 663.70 670.40 6.70 6.165 41.31 Perched Kianna
-------------------------------------------------------------------------
including 664.20 666.20 2.00 20.134 40.27 Perched Kianna
-------------------------------------------------------------------------
SHE-115
-08 718.70 729.70 11.00 0.790 8.69 Unconformity Kianna
-------------------------------------------------------------------------
SHE-115
-08 724.50 730.10 5.60 1.535 8.60 Unconformity Kianna
-------------------------------------------------------------------------
including 725.00 726.50 1.50 4.850 7.27 Unconformity Kianna
-------------------------------------------------------------------------
SHE-115
-08 847.60 862.60 15.00 1.059 15.88 Basement Kianna
-------------------------------------------------------------------------
including 857.10 859.10 2.00 3.911 7.82 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-08 898.50 906.00 7.50 2.206 16.54 Basement Kianna
-------------------------------------------------------------------------
including 899.00 901.00 2.00 7.911 15.82 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-09 822.50 844.50 22.00 1.840 40.48 Basement Kianna
-------------------------------------------------------------------------
including 828.50 830.00 1.50 15.193 22.79 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-10 718.00 724.00 6.00 0.907 5.44 Unconformity Kianna
-------------------------------------------------------------------------
SHE-115
-10 825.50 840.50 15.00 8.581 128.72 Basement Kianna
-------------------------------------------------------------------------
including 830.00 840.00 10.00 12.768 127.68 Basement Kianna
-------------------------------------------------------------------------
including 830.00 831.00 1.00 25.938 25.94 Basement Kianna
-------------------------------------------------------------------------
including 837.50 840.00 2.50 24.346 60.87 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-10 856.50 876.00 19.50 0.477 9.30 Basement Kianna
-------------------------------------------------------------------------
including 863.00 864.00 1.00 5.500 5.50 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-11 854.50 871.00 16.50 5.358 88.40 Basement Kianna
-------------------------------------------------------------------------
including 854.50 857.50 3.00 8.613 25.84 Basement Kianna
-------------------------------------------------------------------------
including 863.00 867.50 4.50 13.179 59.30 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-13 857.00 864.00 7.00 0.726 5.09 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-14 864.00 866.00 2.00 4.818 9.64 Basement Kianna
-------------------------------------------------------------------------
including 864.50 865.00 0.50 12.969 6.48 Basement Kianna
-------------------------------------------------------------------------
SHE-115-
15A 832.00 842.00 10.00 3.731 37.31 Basement Kianna
-------------------------------------------------------------------------
including 832.00 833.50 1.50 22.322 33.48 Basement Kianna
-------------------------------------------------------------------------
SHE-115
-18 686.90 699.50 12.60 8.420 106.09 Perched Kianna
-------------------------------------------------------------------------
SHE-115
-18 895.00 906.00 11.00 0.837 9.21 Basement Kianna
-------------------------------------------------------------------------
including 901.50 903.00 1.50 3.337 5.00 Basement Kianna
-------------------------------------------------------------------------
SHE-118 703.50 711.40 7.90 6.297 49.75 Unconformity Kianna
-------------------------------------------------------------------------
including 706.50 711.40 4.90 9.394 46.03 Unconformity Kianna
-------------------------------------------------------------------------
including 709.50 710.50 1.00 18.098 18.10 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-01 714.70 731.60 16.90 1.271 21.48 Unconformity Kianna
-------------------------------------------------------------------------
including 720.50 724.50 4.00 4.763 19.05 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-01 853.40 879.90 26.50 0.354 9.37 Basement Kianna
-------------------------------------------------------------------------
SHE-118
-03 734.00 740.50 6.50 1.020 6.63 Unconformity Kianna
-------------------------------------------------------------------------
including 735.50 737.70 2.20 2.377 5.23 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-04 715.55 732.85 17.30 0.981 16.97 Unconformity Kianna
-------------------------------------------------------------------------
including 725.75 731.95 6.20 1.841 11.42 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-05 704.30 717.50 13.20 1.577 20.82 Unconformity Kianna
-------------------------------------------------------------------------
including 708.50 712.00 3.50 5.510 19.29 Unconformity Kianna
-------------------------------------------------------------------------
including 710.50 712.00 1.50 10.149 15.22 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-05A 706.00 721.00 15.00 1.475 22.12 Unconformity Kianna
-------------------------------------------------------------------------
including 708.00 711.50 3.50 5.791 20.27 Unconformity Kianna
-------------------------------------------------------------------------
including 710.50 711.50 1.00 12.556 12.56 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-06A 701.00 707.00 6.00 2.609 15.65 Unconformity Kianna
-------------------------------------------------------------------------
including 704.50 706.30 1.80 8.180 14.72 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-06B 702.50 708.50 6.00 4.028 24.17 Unconformity Kianna
-------------------------------------------------------------------------
including 706.00 708.00 2.00 11.831 23.66 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-07 704.50 710.50 6.00 0.909 5.46 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-08 705.50 715.50 10.00 2.030 20.30 Unconformity Kianna
-------------------------------------------------------------------------
including 711.50 713.80 2.30 8.468 19.48 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-08 797.50 807.00 9.50 2.188 20.79 Basement Kianna
-------------------------------------------------------------------------
including 801.50 804.00 2.50 7.951 19.88 Basement Kianna
-------------------------------------------------------------------------
SHE-118
-08 817.00 820.00 3.00 2.343 7.03 Basement Kianna
-------------------------------------------------------------------------
including 818.00 819.00 1.00 6.278 6.28 Basement Kianna
-------------------------------------------------------------------------
SHE-118
-09 706.00 717.50 11.50 2.275 26.16 Unconformity Kianna
-------------------------------------------------------------------------
including 711.50 715.80 4.30 5.011 21.55 Unconformity Kianna
-------------------------------------------------------------------------
including 711.50 713.00 1.50 8.037 12.06 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-09 764.00 769.00 5.00 1.802 9.01 Basement Kianna
-------------------------------------------------------------------------
SHE-118
-11 737.30 740.50 3.20 5.863 18.76 Unconformity Kianna
-------------------------------------------------------------------------
including 738.90 739.50 0.60 24.300 14.58 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-13 734.30 741.10 6.80 1.542 10.48 Unconformity Kianna
-------------------------------------------------------------------------
including 737.70 739.60 1.90 4.690 8.91 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-13A 737.00 743.70 6.70 1.229 8.23 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-14 728.00 741.00 13.00 1.254 16.30 Unconformity Kianna
-------------------------------------------------------------------------
including 729.00 730.00 1.00 5.777 5.78 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-15 738.00 755.50 17.50 1.114 19.50 Unconformity Kianna
-------------------------------------------------------------------------
including 741.00 743.50 2.50 5.124 12.81 Unconformity Kianna
-------------------------------------------------------------------------
SHE-118
-15 765.50 766.50 1.00 19.244 19.24 Basement Kianna
-------------------------------------------------------------------------
SHE-118
-16 729.40 743.20 13.80 0.500 6.90 Unconformity Kianna
-------------------------------------------------------------------------
SHE-122
-01 710.50 746.50 36.00 4.206 151.40 Unconformity Anne
-------------------------------------------------------------------------
including 713.50 720.00 6.50 13.703 89.07 Unconformity Anne
-------------------------------------------------------------------------
and 715.00 718.50 3.50 23.171 81.10 Basement Anne
-------------------------------------------------------------------------
including 725.50 729.00 3.50 4.025 14.09 Basement Anne
-------------------------------------------------------------------------
and 726.50 727.50 1.00 9.160 9.16 Basement Anne
-------------------------------------------------------------------------
including 731.00 739.50 8.50 3.512 29.85 Basement Anne
-------------------------------------------------------------------------
SHE-122
-01 772.50 783.00 10.50 1.096 11.51 Basement Anne
-------------------------------------------------------------------------
including 780.10 783.00 2.90 4.025 11.67 Basement Anne
-------------------------------------------------------------------------
SHE-122
-02 733.80 744.40 10.60 0.643 6.82 Basement Anne
-------------------------------------------------------------------------
including 773.50 774.00 0.50 15.800 7.90 Basement Anne
-------------------------------------------------------------------------
SHE-122
-04 716.50 724.50 8.00 2.631 21.05 Unconformity Anne
-------------------------------------------------------------------------
including 717.50 719.00 1.50 13.000 19.50 Unconformity Anne
-------------------------------------------------------------------------
SHE-122
-04 756.50 760.50 4.00 3.569 14.28 Basement Anne
-------------------------------------------------------------------------
including 759.00 760.50 1.50 6.661 9.99 Basement Anne
-------------------------------------------------------------------------
SHE-122
-05 727.00 747.50 20.50 3.642 74.65 Unconformity Anne
-------------------------------------------------------------------------
including 727.50 733.50 6.00 11.407 68.44 Unconformity Anne
-------------------------------------------------------------------------
and 728.50 732.50 4.00 15.635 62.54 Unconformity Anne
-------------------------------------------------------------------------
SHE-122
-06 713.00 737.00 24.00 0.334 8.02 Unconformity Anne
-------------------------------------------------------------------------
SHE-123 Kianna
-02 800.50 804.00 3.50 4.841 16.95 Basement South
-------------------------------------------------------------------------
including 800.50 802.50 2.00 7.850 15.70 Basement Kianna
South
-------------------------------------------------------------------------
SHE-123 744.40 751.50 7.10 0.886 6.29 Unconformity Kianna
-03 South
-------------------------------------------------------------------------
SHE-123 733.00 736.60 3.60 11.114 40.01 Unconformity Kianna
-06 South
-------------------------------------------------------------------------
including 734.50 735.60 1.10 32.262 35.49 Unconformity Kianna
South
-------------------------------------------------------------------------
SHE-123 729.50 732.80 3.30 5.198 17.15 Unconformity Kianna
-07 South
-------------------------------------------------------------------------
including 731.00 732.30 1.30 11.491 14.94 Unconformity Kianna
South
-------------------------------------------------------------------------
SHE-123 732.50 737.40 4.90 8.411 41.22 Unconformity Kianna
-08 South
-------------------------------------------------------------------------
including 732.50 734.50 2.00 19.757 39.51 Unconformity Kianna
South
-------------------------------------------------------------------------
SHE-123 733.00 735.80 2.80 2.506 7.02 Unconformity Kianna
-09 South
-------------------------------------------------------------------------
including 734.00 735.00 1.00 5.730 5.73 Unconformity Kianna
South
-------------------------------------------------------------------------
SHE-123 809.50 817.00 7.50 1.668 12.51 Basement Kianna
-09 South
-------------------------------------------------------------------------
including 810.00 810.50 0.50 18.392 9.20 Basement Kianna
South
-------------------------------------------------------------------------
SHE-123 812.10 819.50 7.40 1.220 9.03 Basement Kianna
-09 South
-------------------------------------------------------------------------
SHE-123 809.50 811.50 2.00 4.231 8.46 Basement Kianna
-12 South
-------------------------------------------------------------------------
SHE-125
-03 709.00 727.40 18.40 0.347 6.38 Unconformity Anne
-------------------------------------------------------------------------
SHE-126 749.90 763.70 13.80 0.402 5.55 Basement Collette
South
-------------------------------------------------------------------------
SHE-126 Collette
-01A 756.00 766.20 10.20 0.700 7.14 Basement South
-------------------------------------------------------------------------
>>
%SEDAR: 00017609E
For further information: UEX CORPORATION, SUITE 1007 - 808 NELSON STREET, VANCOUVER, B.C., CANADA, V6Z 2H2, PH: (604) 669-2349, FAX (604) 669-1240, Website: www.uex-corporation.com, email: uex@intergate.ca
© CNW Group
