Hydrogeological Assessment

Transcription

EBA Engineering Consultants Ltd.
Creating and Delivering Better Solutions
SPY HILL PROVINCIAL AGGREGATE
OPERATION
HYDROGEOLOGICAL ASSESSMENT
33-025-2 W5M
Project No. 0305-5300688
OCTOBER 2003
Riverbend Atrium One, #270, 200 Rivercrest Drive SE, Calgary, Alberta T2C 2X5
Tel: (403) 203-3355 - Fax: (403) 203-3301 Internet:calgary@eba.ca - Web Site: www.eba.ca
Creating and Delivering Better Solutions
SPY HILL PROVINCIAL AGGREGATE OPERATION
HYDROGEOLOGICAL ASSESSMENT
33-025-2 W5M
Submitted to:
ALBERTA TRANSPORTATION
c/o BROWN AND ASSOCIATES PLANNING GROUP
Calgary, Alberta
Prepared by:
EBA ENGINEERING CONSULTANTS LTD.
Calgary, Alberta
Project No. 0305-5300688
OCTOBER 2003
Riverbend Atrium One, #270, 200 Rivercrest Drive SE, Calgary, Alberta T2C 2X5
Tel: (403) 203-3355 - Fax: (403) 203-3301 Internet:calgary@eba.ca - Web Site: www.eba.ca
0305-5300688
-i-
October 2003
EXECUTIVE SUMMARY
EBA Engineering Consultants Ltd. (EBA) was retained by Alberta Transportation, care of
Brown and Associates Planning Group, to conduct a hydrogeological assessment of the proposed
Spy Hill Lands gravel mining operation located at 33-025-2 W5M and the northern half of
Section 28. The objective of the hydrogeological assessment is to determine whether the Spy
Hill Lands Development Project will present any risk to the existing water wells in the vicinity of
the mining operation, and to determine if the mining will affect the surface water bodies west of
the site.
The scope of work included:
•
reviewing available published geologic and hydrogeologic reports, to gain an
understanding of the geologic and hydrogeological conditions in the general vicinity of
site;
•
collecting information from published hydrogeologic reports pertaining to surface water,
water chemistry, water availability and local aquifers, as available;
•
reviewing the Alberta Environment - Groundwater Information Centre (AE-GIC) water
well database for information pertaining to nearby water well users within a 3 km radius;
•
conducting a site visit to the gravel pits east of the proposed site location to “ground
truth” geological and hydrogeological information; and
•
preparation of a water balance for the site under the present conditions (undeveloped),
and to identify potential changes to groundwater recharge under operating conditions.
Two distinct water-bearing units (i.e., aquifers) have been identified using information in the
water well database, and various literary sources. They consist of a Tertiary Gravel unit and the
bedrock Paskapoo Formation. The proposed Spy Hill aggregate operation will extract gravels
from the Tertiary Gravel unit. The gravels at the site appear to be unsaturated; within the
watershed, the gravel makes up an intermittent and largely unused aquifer. The extraction of the
gravel for the proposed Spy Hill Land Development should have a minimal impact on portions
of the gravel unit that do contain water. Extraction of the gravel is anticipated to minimally
increase recharge to the underlying Paskapoo Aquifer.
H:\0305\Projects\5300688\R01.doc
0305-5300688
- ii -
October 2003
The surface water is at a higher elevation than the water table in the underlying gravel; surface
water bodies to the west (ponded on low permeability surface soils) should not be affected by the
development. To the northeast, discharge to West Nose Creek should not be reduced. In
addition, there should be no impact on the upper (gravel) aquifer. Recharge to any saturated
portions of the gravel (and hence potential discharge to West Nose Creek) should not be affected.
Recharge to the deeper bedrock (Paskapoo) aquifer should increase; there should be no negative
impact on that aquifer. There is no apparent potential for an impact on domestic groundwater
supplies resulting from the gravel extraction.
0305-5300688
- iii -
October 2003
TABLE OF CONTENTS
1.0
INTRODUCTION ............................................................................................................1
2.0
SITE DESCRIPTION AND OPERATIONS....................................................................2
3.0
GEOLOGIC AND HYDROGEOLOGIC SETTING .......................................................2
3.1
3.2
Geology.................................................................................................................2
Hydrogeology .......................................................................................................3
3.2.1 Tertiary Aquifers
3.2.2 Paskapoo Aquifer
3.3
3.4
3
4
Water Quality........................................................................................................4
Flow Regime.........................................................................................................4
4.0
REGIONAL WATER USAGE.........................................................................................5
5.0
WATER BALANCE ........................................................................................................6
5.1
5.2
5.3
5.4
Basin Yield ...........................................................................................................6
Recharge and Discharge Areas .............................................................................7
Impacts of gravel extraction..................................................................................8
Water Quality........................................................................................................9
6.0
CONCLUSION.................................................................................................................9
7.0
LIMITATIONS OF LIABILITY....................................................................................10
8.0
CLOSURE ......................................................................................................................10
0305-5300688
- iv -
LIST OF TABLES
Table 1 – Alberta Environment – Summary of Regional Water Wells
Table 2 – Water Balance
LIST OF FIGURES
Figure 1 – Site Location Plan
Figure 2 – Site Plan
Figure 3 – Gravel Pit Test Hole Locations
Figure 4 – Watershed Boundary and Recharge/Discharge Zones
Figure 5 – Groundwaters Users With Well Completed In The Aquifer
Figure 6 – Water Balance
LIST OF APPENDICES
Appendix A – Environmental Report – General Conditions
October 2003
0305-5300688
1.0
-1-
October 2003
INTRODUCTION
EBA Engineering Consultants Ltd. (EBA) was retained by Brown and Associates
Planning Group to conduct a hydrogeological assessment of the proposed Spy Hill Lands
gravel mining operation, located at 33-025-02 W5M and the northern half of
Section 28-025-02 W5M. The objective of the hydrogeological assessment is to
determine whether the Spy Hill Lands Development Project will present a risk to the
existing water wells in the vicinity of the mining operation, and to determine if the
mining will affect the surface water bodies west of the site.
The scope of work included:
•
reviewing available published geologic and hydrogeologic reports, to gain an
understanding of the geologic and hydrogeological conditions in the general
vicinity of site;
•
collecting information from published hydrogeologic reports pertaining to surface
water, water chemistry, water availability and local aquifers, as available;
•
reviewing the Alberta Environment - Groundwater Information Centre (AE-GIC)
water well database for information pertaining to nearby water well users, within
a 3 km radius, whose water supply may be potentially affected;
•
conducting a site visit to the gravel pits east of the proposed site location to
“ground truth” geological and hydrogeological information; and
•
preparation of a water balance for the site under the present conditions
(undeveloped), and under operating conditions to identify potential changes to
groundwater recharge.
The results of this work are described in Sections 3.0 to 5.0. Section 3.0 describes the
geological and hydrogeological setting of the proposed aggregate operation. Section 4.0
and Section 5.0 describe groundwater users within the watershed boundary and the
long-term water supply potential for the area, respectively.
This report was prepared based on data collected by EBA and by information reported by
third parties. It was prepared under EBA’s Environmental Report – General Conditions
for conducting Environmental work as presented in Appendix A.
0305-5300688
2.0
-2-
October 2003
SITE DESCRIPTION AND OPERATIONS
The Spy Hill Lands Development Project is located within the City of Calgary, adjacent
to the northwest boundaries of the City (Figure 1). Full urban servicing and urban
development has not yet occurred in this area. The area contains several aggregate
operations, and institutional land use.
The proposed mining area includes the majority of Section 33 and the north half of
Section 28 of 025-02 W5M (Figure 2). Based on data taken from on-site drill testing and
preliminary assumptions about setback areas, the proposed mining area encompasses a
gross area of six quarter sections. These quarter sections contain approximately
130 million tonnes of gravel.
It is understood that the extraction of the gravel will take place in six phases. Initially,
the overburden will be removed and stockpiled, however, as the project progresses the
overburden materials will be placed directly into previously mined areas prior to the
cessation of a phase. The average depth of overburden within the proposed mining area is
13.2 m. The average depth of gravel is approximately 19.3 m. Extraction operations at
the site are estimated to remove gravel to an average depth of 32 m. Upon completion of
each phase, the overburden will be replaced (Brown and Associates Planning Group and
Russ Gerrish Consulting, February 2003.).
3.0
GEOLOGIC AND HYDROGEOLOGIC SETTING
The geologic and hydrogeologic setting of the area has been evaluated to establish
potential aquifers beneath the site and the probable yield of these aquifers. Sections 3.1
to 3.4 discuss the geology, hydrogeology, groundwater quality and flow regime,
respectively.
3.1
Geology
The sediments overlying the gravel deposits that are to be mined are classified as
Quaternary deposits of glacial and glaciolacustrine origin. Moran (1986) describes the
material as pebble loam till, silts and sands. The thickness of the till ranges from
2 m to 30 m. At the proposed mining site the overlying till is approximately 13.2 m
thick.
The gravel underlying the Quaternary deposits (the material proposed for extraction) is
fluvial and lacustrine in origin, from the Tertiary era. The Tertiary gravel caps the
uplands at the site. The gravel consists of well-rounded pebbles and cobbles of quartzite,
and limestone (Moran, 1986). The gravel is approximately 10 m to 30 m thick and the
base of the gravel deposit is generally 1,220 m (4,000 ft) in elevation. The gravel
deposits cover approximately 48 km2 of the Spy Hill area and are orientated northwest to
southeast. The gravel deposits are shown in geological maps as not being continuous
0305-5300688
-3-
October 2003
throughout the Spy Hill Area. Figure 3 shows a plan view of the approximate extent of
the gravel deposits at the site, although any lateral breaks in the deposits are small.
The Tertiary sediments are underlain by bedrock of the Paskapoo Formation. Hamilton
et al. (1998) describes this formation as a grey to greenish grey, thick-bedded, calcareous,
cherty sandstone; grey and green siltstone and mudstone; and minor conglomerates, thin
limestone, coal and tuff beds of non–marine origin. This formation is believed to have
been deposited on the floodplain east of the foothills. The sandstone beds of the
Paskapoo Formation are of variable thickness, lens shaped, and are interbedded with
dark, dense shale layers. Thin bentonitic shales and bentonite layers are also present and
are the product of former volcanic activity. The thickness of the Paskapoo Formation is
unknown at the site because historical drilling records did not extend into the bedrock.
This formation may extend to a thickness of 600 m in the Calgary region (Osborn and
Rajewicz, 1998).
The proposed mining site is located east of the eastern limit of structural deformation in
the Rocky Mountain Foothills and thus the strata beneath the site are expected to be
relatively flat lying. The lithology noted in water well logs, as found on the Alberta
Environment water well database, indicate that stratigraphy is generally consistent
throughout the proposed mining area.
3.2
Hydrogeology
The primary aquifers in the site area include the gravels and the sandstone layers of the
Paskapoo Formation. For the purpose of this report, it is assumed that the thickness of
the water bearing units represents the thickness of the aquifers.
3.2.1
Tertiary Gravel
Because the gravels have a limited thickness and lateral extent, the Tertiary gravel is
expected to have a low groundwater yield. However, Ozoray and Barnes (1977) estimate
that the gravel aquifer could form an aquifer that would yield an expected groundwater
potential between 33 m3/day and 65 m3/day (5 to 10 Igpm). The maximum groundwater
yield is representative of well-sorted sand and gravel deposits.
Wells completed within the silty sands and gravels record groundwater yields between
33 m3/day to 98 m3/day (5 to 15 Igpm) based on preliminary pump tests conducted after
the wells were installed.
There have been no groundwater wells completed in the Tertiary gravel at the site.
During a preliminary geotechnical investigation, 156 boreholes were advanced to define
the depth and thickness of the gravel deposits and the depth to the water table. The
maximum depth of the boreholes completed during this investigation was 21.3 m. Based
on information provided by the client, three of the 156 boreholes intersected the water
0305-5300688
-4-
October 2003
table. The gravel deposits at the site appear to be unsaturated, and therefore are not
considered to be an adequate aquifer for groundwater consumption.
3.2.2. Paskapoo Aquifer
The Paskapoo Aquifer in the Calgary area is described as a confined aquifer and is
considered to be the interbedded sandstone layers of the Paskapoo Formation. Water
wells completed in the Paskapoo Aquifer are expected to yield approximately
33 m3/day to 164 m3/day (5 to 25 Igpm) (Ozoray and Barnes, 1977). However,
Meyboom (1961) anticipates that a water well that is developed in one or more of the
sandstone aquifers could produce 6.5 m3/day to 26 m3/day (1 to 4 Igpm).
The primary lithologies of the water production interval for wells within a 1 km radius of
the proposed mining site are predominantly shale and sandstone intervals of the Paskapoo
Formation. The Paskapoo Aquifer has a water potential between 6.5 m3/day and
131 m3/day (1 to 20 Igpm) based on preliminary pump tests conducted after the wells
were installed (Ozoray and Barnes, 1977).
3.3
Water Quality
Groundwater analyses from wells installed into the surficial deposits indicate the
groundwater is generally chemically hard and high in dissolved iron. As water infiltrates
into the ground it dissolves soluble materials. The most soluble minerals are dissolved
first and as time progresses the less soluble materials come into solution (Ozoray and
Barnes, 1978). Groundwater from the surficial aquifers can have a chemical hardness of
greater than 200 mg/L and a total dissolved solids (TDS) concentration greater than
500 mg/L. Water from wells completed in the gravels does not have a dominant cation,
but the water is mainly bicarbonate sulphate type (Agriculture and Agri-Foods Canada,
2002).
The Paskapoo Formation is dominated by a sodium-bicarbonate or sodium-sulphate type
waters. The TDS concentrations in the Paskapoo Formation range from less than
500 mg/L to more than 3,000 mg/L. As depth increases, the TDS concentration increases
(Agriculture and Agri-Foods Canada, 2002).
3.4
Flow Regime
The watershed area used for this study is shown on Figure 4. The southwest boundary is
a surface water drainage divide that runs roughly northwest to southeast along the
height-of-land (Ozoray and Barnes, 1978), the northern boundary is the Bigspring Creek,
and the northeast boundary is West Nose Creek. The watershed area is divided into
recharge and discharge areas, based on the assumptions that recharge coincides with
topographic high areas, and discharge coincides with topographically low areas
0305-5300688
-5-
October 2003
(Domenico and Schwartz, 1990). The boundary between the recharge and discharge area
is at approximately the 1,257 m topographic contour.
Above 1,257 m elevation in the southwest portion of the watershed, in the recharge area,
surface water bodies comprise lakes, ponds, dugouts, sloughs and intermittent lakes
ranging in area from 100 m2 to 25,000 m2. These surface water reside on the glacial and
glaciolacustrine till layer. Below 1,257 m, in the discharge area, there are several
northeastern-trending creeks that drain into West Nose Creek. The recharge area in the
watershed area makes up 53,463,554 m2.
The surface water to the west appears to be the result of precipitation ponding on low
permeability surface soils. The surface water is at a significantly higher elevation than
the water table in the underlying gravel (where a portion of the gravel is actually
saturated). There is therefore little or no relationship between the surface water and the
gravel unit (with the exception of some recharge to the gravel). Removal of the gravel
would therefore not impact the surface water to the west.
On May 28, 2003, EBA conducted a site visit to the proposed Spy Hill Development
location and to the gravel pits at a comparable elevation east of the proposed location.
EBA observed pooled water at the bottom of the gravel pits, which the client attributed to
remnant snow melt. EBA did not observe any groundwater seepage on the exposed walls
of the gravel pits. This suggests that the groundwater surface does not intersect the pit
bottom at this elevation. This is consistent with the previous geotechnical assessment of
the site. The proposed development would be of a comparable depth. Dewatering of the
pit should not be required, meaning that the local water table will not be drawn down.
4.0
REGIONAL WATER USAGE
The Alberta Environment – Groundwater Information Centre (AE-GIC) was reviewed for
records of water wells located within the watershed. There are approximately 722 water
wells in the area for domestic use in the watershed. The AE-GIC water well database
indicates that there is one domestic well installed at the proposed Spy Hill Land
Development site at SW 33-025-02 W5M. It is assumed that the well is no longer in use
as the current landowner has no knowledge of the water well.
Water wells within the watershed boundary are summarised on Table 1. The following
table summarises the classification of the wells in the database.
0305-5300688
-6-
October 2003
Table A
Water Wells Within the Watershed
Domestic
Industrial
Stock
Unknown
Multiple
Classifications
Total
648
5
19
25
25
722
12
0
0
1
0
13
636
5
19
24
25
Within the watershed.
Wells completed in the
Gravels.
Wells completed in the
Paskapoo Aquifer.
709
Table B summarises the number of wells completed in gravel; Figure 5 shows (by
section) the location of these wells.
Table B
Water Wells Completed in the Gravel Aquifer
Radius
Multiple
Domestic Industrial Investigative Municipal Stock Unknown Classifications Total
Within the
watershed
12
0
0
0
0
1
0
13
Three of the thirteen water wells completed in a gravel aquifer are not considered to be
completed in the Tertiary gravel unit, based on their elevation and well completion
depths. Therefore, there are 10 known wells completed in the Tertiary gravels in the
watershed.
The water well data supports the regional hydrogeological information (Section 3.2). The
gravel deposits do not form a significant local or regional aquifer.
5.0
WATER BALANCE
5.1
Basin Yield
Percolation recharges the soil, ultimately resulting in groundwater replenishment.
Recharge to the Paskapoo Aquifer is considered in the water balance, as recharge to this
aquifer is anticipated to change throughout the duration of the proposed aggregate
operation. This prediction is based on the assumption that the Paskapoo Aquifer is
recharged by precipitation (through vertical migration from the gravel deposits) and
possibly by Nose Creek. Recharge to the gravel is not considered, as the gravel is either
unsaturated (as appears to be the case in the site area), or does not form a significant
aquifer.
0305-5300688
-7-
October 2003
To assess the current recharge and long term effects of aggregate extraction on the
Paskapoo Aquifer a water balance was used. A water balance is a mathematical
technique for keeping track of the water input to storage, water outputs to the atmosphere
and for characterising the active features at the ground surface that influence the
percolation of water into the soil (e.g., surface runoff, evapotranspiration and infiltration).
The water balance described in this section has been compiled using the method
described by McBean et al. (1995).
For the calculation of the water balance it is assumed that:
1) The Paskapoo aquifer extends throughout the watershed area. This was
confirmed by looking at various water well reports to confirm the extent of the
gravel aquifer.
2) Recharge from the various rivers and creeks within the watershed boundary was
not considered.
3) All recharge percolates downwards and into the Paskapoo Aquifer.
4) Mining will remove all of the Tertiary gravel (to the bedrock).
Precipitation and daily mean temperatures for weather station at the University of
Calgary was used to estimate the water balance for the site. The mean precipitation and
daily mean temperatures were recorded from 1964 to 1990.
Figure 6 shows the water balance (calculated percolation and actual evapotranspiration)
estimated for the watershed. The process used to generate this figure is summarised on
Table 2.
The annual recharge per unit area (AR1) is calculated by summing the difference
between actual evapotranspiration (AET) from percolation (PERC) for those months with
a net surplus of water (PERC>AET) and subtracting AET for months of water deficit
(AET<0). The total annual recharge is estimated at approximately 95.87 mm per unit
area.
5.2
Recharge and Discharge Areas
The recharge and discharge areas are shown on Figure 4. It is assumed that recharge
coincides with topographic high areas and discharge coincides with topographically low
areas. The entire area of the aggregate operations could be assumed to be a recharge
area, as the work to date has shown the gravel to be unsaturated. Nonetheless, as a
conservative estimate, the area of the site where the original ground is below 1,257 m
(4,124 ft) (the site discharge area as shown on Figure 4) was not included in the
calculated recharge area for each phase of the aggregate operation. The recharge area for
0305-5300688
-8-
October 2003
each phase of the aggregate operation and the total recharge area for the watershed basin
are tabulated below.
Development and Watershed Recharge and Discharge
Aquifer
Phase 1
Phase 2
Phase 3
Phase 4
Phase 5
Phase 6
Overall Watershed
Total Area of
Recharge (m2)
652,570
301,467
267,478
139,237
277,477
856,568
53,463,554
Volume of
Recharge (m3)
62,503
28,874
25,619
13,336
26,576
82,042
238,950
Total Area
652,570
317,613
282,690
350,358
688,174
1,113,268
130,729,307
The recharge area of the Paskapoo aquifer within the watershed is estimated to be
approximately 53,463,554 m2. The volume of recharge prior to gravel extraction within
the watershed was calculated by calculating the area of recharge within the watershed
area and multiplying the area by the annual recharge value. The volume of recharge to
the Paskapoo Aquifer prior to gravel excavation is approximately 238,950 m3/year.
5.3
Impacts of Gravel Extraction
Assuming that (as planned) each phase of the development will be reclaimed (overburden
replaced) upon completion of a phase, or while work proceeds, no more than the
approximate total area of a single phase will be unreclaimed at any time. As the gravel is
extracted and the vegetation at the site is removed, precipitation will fall to the floor of
the gravel pit and percolate downward into the Paskapoo Aquifer. As a result of a
reduction of vegetation at the site, evapotranspiration will decrease therefore increasing
the amount of recharge to the Paskapoo Aquifer. The maximum increase in recharge
would occur if 100% of Phase 6 were open and unreclaimed at some point in time.
After reclamation, the existing surface (glacial and glaciolacustrine) material will be
replaced and the area re-vegetated. At that point the recharge rate to the Paskapoo
Aquifer should be similar to the present pre-disturbance condition. Recharge will tend to
be directly into the Paskapoo Aquifer (as the intervening gravel unit will no longer be
present), resulting in a long-term increase in recharge to that aquifer. The increase in
recharge is difficult to quantify and should be slight.
Based on the available data it is anticipated that extraction of the aggregates will not
negatively affect groundwater supplies. The gravel deposits at the site are unsaturated,
and the underlying bedrock (Paskapoo) aquifer should receive slightly increased
recharge.
0305-5300688
5.4
-9-
October 2003
Water Quality
The groundwater quality within the gravel will not be affected by the removal of the
aggregates because the gravel in the site area appears to be unsaturated. Operational
activities such as use of chemical agents for dust control, spills, fuel or chemical storage,
have a potential to affect the underlying Paskapoo Aquifer. The Paskapoo is a large
regional aquifer, and should not be significantly affected by development of the
aggregate operation. The aquifer is an important resource, however, and to limit the
possibility of adverse impacts to the water quality the following is recommended:
6.0
•
quantities of calcium chloride or other chemical agents for dust control should be
minimised, to the extent practical;
•
chemicals or fuel stored onsite should be placed in appropriate above ground
storage containers (with secondary containment); and
•
a spill response plan should be prepared.
CONCLUSION
The proposed mining area includes the majority of Section 33 and the north half of
Section 28 of 025-02 W5M (Figure 2). It is understood that the extraction of the gravel
will take place in six phases. The depth to the top of the gravel is approximately
13.2 m. Extraction operations at the site are estimated to remove gravel to an average
depth of approximately 32 m. The base of the pit should not intercept the water table.
Two distinct water-bearing units (i.e., aquifers) have been identified using information in
the water well database, and various literary sources. The Tertiary gravels at the site
appear to be unsaturated; within the watershed, the gravel makes up an intermittent and
largely unused aquifer. The extraction of the gravel for the proposed Spy Hill Land
Development should have a minimal impact on portions of the gravel unit that do contain
water. Extraction of the gravel is anticipated to minimally increase recharge to the
underlying Paskapoo Aquifer.
The surface water is at a higher elevation than the water table in the underlying gravel;
surface water bodies to the west (ponded on low permeability surface soils) should not be
affected by the development. To the northeast, discharge to West Nose Creek should not
be reduced. In addition, there should be no impact on the upper (gravel) aquifer.
Recharge to any saturated portions of the gravel (and hence potential discharge to West
Nose Creek) should not be affected. Recharge to the deeper bedrock (Paskapoo) aquifer
should increase; there should be no negative impact on that aquifer. There is no apparent
potential for an impact on domestic groundwater supplies resulting from the gravel
extraction.
0305-5300688
- 11 -
October 2003
REFERENCES
Agriculture and Agri-Food Canada, 2002. M.D. of Rocky View No. 44 Part of the South
Saskatchewan River Basin TP021 to TP029, R25 to R29, W4M & TP023 to TP029, R01
to R06, W5M Regional Groundwater Assessment.
Alberta Government, 2002 Alberta Regulation 205/98 Water Act Water (Ministerial) Regulation
Queen’s Printer
Brown and Associates Planning Group and Russ Gerrish Consulting 2003 Spy Hill Lands
Development Project Phase 1 Report.
Domenico P.A. and Schwartz F.W., 1990. Physical and Chemical Hydrogeology.
John Wiley and Sons Inc.
Environment Canada, Canadian Meteorological Center, Climate & Water Information. 19611990 Canadian Climate Normals.
(http://www.cmc.ec.gc.ca/climate /normals/E_AL_NDX.HTM)
Hamilton W.N., M.C. Price, and W. Langenberg (compilers), 1999. Geological Map of Alberta,
Alberta Geological Survey, Alberta Energy and Utilities Board, Map No. 236 Scale
1:1,000,000.
McBean, E.A., F.A. Rovers, and G.J. Farquhar, 1995. Solid Waste Landfill Engineering and
Design. Prentice Hall PTR, Englewoods Cliffs, New Jersey.
Meyboom, 1961 Groundwater Resources of the City of Calgary and Vicinity Alberta Research
Council
Moran, S.R., 1986 Surficial Geology of the Calgary Urban Area, Bulletin No. 53. Terrain
Sciences Department, Alberta Research Council.
Osborn G., and R. Rajewicz, 1998 Urban Geology of Canadian Cities – Urban Geology of
Calgary. Geological Association of Canada Special Paper 42
Ozoray F.G. and Barnes 1977 Hydrogeology of the Calgary-Golden Area, Alberta Research
Council.
Personal communication with Russ Gerrish, May 27, 2003.
Thornthwaite C.W. and Mather J.R. 1957. Instructions and tables for computing potential
evapotranspiration and the water balance. Drexel Institute of technology laboratory of
Climatology. Publications in Climatology Volume X # 3
TABLES
Table 1 – Alberta Environment – Summary of Regional Water Wells
Table 2 – Water Balance
TABLE 1
ALBERTA ENVIRONMENT - SUMMARY OF REGIONAL WATER WELLS
SPY HILL LANDS DEVELOPMENT PROJECT
WELL ID
LSD
SEC
TWP
RGE
M
408657
408658
408659
408660
408661
408662
469220
408663
408664
408669
408670
408671
408672
408673
408674
408675
408676
408677
408678
352792
355936
408679
408680
408681
408682
410419
408683
408684
408685
408686
436544
490036
387781
387784
387787
388001
388002
350565
388005
388013
390480
363866
389478
389480
389481
389483
390951
466111
467178
408972
402730
402732
364665
376621
408706
388074
467175
388065
388069
388071
388078
388474
367432
407777
376840
386088
388297
388468
388469
388471
388473
391013
391014
350366
350567
350568
353416
388244
388245
388248
388251
388254
388261
388265
388272
388275
388277
388281
388285
388292
388293
388296
391011
407773
407774
407775
407776
467802
467803
469222
366186
369593
388079
388082
388084
388085
388202
388211
388212
388214
388217
388218
388222
388226
388229
388231
416357
388235
388592
350178
350570
351559
351891
352242
353371
388478
388576
388578
388582
388584
388585
407779
407780
468500
358785
358786
359642
388543
388549
388553
388562
391016
416362
416363
416364
350569
388475
388481
356375
388487
388488
388498
388506
388516
388534
388540
416361
388641
367433
349572
388743
388744
388746
388747
388748
388749
SE
NE
NE
NE
NE
NE
15
SE
NE
SW
SW
SW
NW
SE
SW
9
NE
NE
NE
EH
SH
SE
SE
SW
NW
SE
SE
4
SE
SE
SE
SE
SE
SW
NW
NW
NW
WH
SE
SW
NW
SW
SE
SW
13
NE
SW
SW
SW
0
NE
4
SW
SW
NE
NE
NW
SE
SE
SE
SW
0
4
16
NE
NE
NE
NE
NE
NE
NE
NE
NE
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SW
0
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
SE
SE
SE
SW
SW
SW
SW
SW
SW
SW
SW
SW
0
3
NE
NE
NE
NE
NE
NE
NE
2
2
2
2
2
2
2
3
3
15
15
15
15
16
16
19
19
19
19
20
20
20
20
20
20
20
21
21
21
21
21
21
29
29
30
30
30
31
31
31
31
6
6
6
6
6
6
6
6
13
22
23
23
24
24
26
26
26
26
26
27
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
31
32
32
32
32
32
32
32
32
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
H:\0305\Projects\5300688\R01 T01.xls
WELL OWNER
P&B FEEDERS
LEES, DOUG
MCLAREN, RICHARD
KILOTAITIS, J.
SUNDERLAND, B.
BREAKENRIDGE, RICHARD L.
GRANT, CHERYL
STOWLL, K.G.
DELTEX WINDPUMPS CORP
PRAIRIE LANDS DEV LTD
FLACKY, J.
SOUTHERN, MIKE
MCMAHON, J.
POLE, JOHN
HEAL, C.C.
WOOLIAMS, CYRIL
WOOLIAMS, R.
WOOLIAMS BROS AND SONS
GOERTZ, AL
IRVING, HARRY #1493
IRVING, JIM #1547
HANSON, G.L. #BARN WELL
HANSON, G.L. #HOUSE WELL
CRESTVIEW REAL EST
WOOLIAMS, C.
SOLWAY, M.
BUSHFIELD, ARCHIE
BUSHFIELD, ARCHIE
BUSHFIELD, ARCHIE #WELL 2
BUSHFIELD, ARCHIE
BUSHFIELD, ARCHIE
JACQUES WHITFORD CONSULTANTS
HANSON, RON L.
BUILDER, W.
ROLSTON, R.F.
MCDOUGALL, VIRGINIA
DHILLAN, J.S./PANNU, S.S
FAORO, V
MCLEOD, CLINT
GENOVY, JOE
JUNGE, HEINZ
JONES, LES
EVANS CATTLE CO LTD
JONES, LESLIE
WILLIAMS, H.M.E.
SYMONS VALLEY REC
JONES, LESTER
SYMONS VALLEY BBQ RANCH
WEISS, OTTO
HEAD, MORRIS
REILLY, C.
FIRST CITY DEV CORP LTD
MILLER, BILL
JANZEN
CALGARY, CITY OF#1
CHARRETTE, GREG
CALGARY, CITY OF#2
CALGARY, CITY OF#3
FIGEON, ERNIE
CALGARY CORRECTIONAL CENTRE
MCMECHAN, D.C.
SEIDEL, K.
HAYES, GARTH
LEMMER, MIKE
LEMMER, MIKE
EASTWOOD,R./BULMER CHARLES
LEMMER, CHRIS
WILSON, ROY
FRASER, GORDON
THORESON
JAHN, MARGOT
KLETKI, A.
WHITAKER, VAN
DIEGEL, GIL #1382
DIEGAL,GILBERT #1387
HICKS, W.R
PETERS, PETE
FELTHAM HLDG
DUBORG, KLAUS/UY, VICTOR
JOUDRIE, H.E.
JOUDRIE, H.E.
D&S INVESTMENTS
JOUDRIE, HE
FELTMAN, DOUG
HARRIS, DAVE
HICKS, BOB
FELTMAN, DOUG
EADIE, JOHN
EADIE, JOHN
GRAY, L.
WASSON, JOHN W.
HICKS, W.R.
FELTHEM, DOUG
FELTHEM, DOUG
MCMACHANS, DAVE
FELTHEM, DOUG
HARRIS, DAVE
HARRIS, DAVE
HARRIS, DAVE
BOWLEY, GEORGE P.
THORESON, BUD
BARONE, GUIDO
HOWES, JAMES
SCRIBENS, P.
CASSELBERGS INN
BARONE, GUIDO
LUDWIG, RUTH
LARSEN, HANS
LARSEN, H.
LOWTHER, ERIC/COLLEEN
GARNETT, GREG
GARNETT, GREG
MACFARLANE, D.
THURN, RALPH
THURN, RALPH
GAILEY, RICHARD
WOO, THOMAS
VLA
MURPHY, GRANT
MCCLEOD, DON
MCDONALD, GARY#HOLE 1
MCDONALD, GARY
MUZYKA, JOHN W
MCDONALD, GARY
D&S INVESTMENTS LTD #1
DANIELS, DENNIS
MUZYKA, J.
MUZYKA, J.
MCLEOD, DON
MUZYKA, JOHN
KESLANKO, DON
RESELI, FRANK
JENSEN, SVEND
MORROW, BILL#WELL 2
MORROW, BILL#WELL 3
MORROW, BILL#WELL 1
WILSON, BILL
DANILOWICH, DAN
KIMBER, LES
WATT, JOHN/JACQUELINE
HARDING, DAVE
PETERSON, D.J.
SCHUH, DAVID
BLAIR, D.G.
VOELK, ADOLPH
VOELK, ADOLPH
D&S INVESTMENTS LTD
TEGHTMEYER, JOY
THOMAS, J./AB TRANSPORTATION
D&S INVESTMENTS LTD
EPEC CONSULTING #OBS 2
D&S INVESTMENTS LTD #OBS3
D&S INVESTMENTS LTD #OBS2
EPEC CONSULTING #PROD 2
EPEC CONSULTING #OBS 1
D&S INVESTMENTS LTD
STRATHAN, JACK
BOISVERT, J.S.
THOMPSON,GORDON
PETERSEN, E.C.
NU-WEST
NU-WEST HOMES
NU-WEST HOMES
NU-WEST HOMES
NU-WEST HOMES
DRILLER COMPANY
WESTERN WW
DELS DRLG
ALBERTA SOUTHERN EXPLORATION DRILLING LTD.
UNKNOWN DRILLER
M&M DRILLING CO. LTD.
DEN ALTA DRILLING CO. LTD.
TWO WAY DRLG
PARSONS, DELBERT
UNKNOWN DRILLER
UNKNOWN DRILLER
ANDERBURG & SONS
ANDERSON C G
UNKNOWN DRILLER
DIVERSIFIED DRILLING & EXPLORATION CO.
BIG IRON DRILLING LTD.
AARON/INTERPROVINCIAL WATERWELL DRILLING
UNKNOWN DRILLER
UNKNOWN DRILLER
SCOTT, H.A. DRILLING
ANDERSON C G
GOODISON WATER WELL DRILLING
UNKNOWN DRILLER
ANDERSON C G
UNKNOWN DRILLER
UNKNOWN DRILLER
PEE WEE DRILLING LTD.
UNKNOWN DRILLER
DELS DRLG
NORTHERN WATER SUPPLY CO.
NORTHERN WATER SUPP
UNKNOWN DRILLER
DOLOMITE DRILLING
PARSONS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
PARSONS DRILLING
SDS DRILLING LTD./DIVISION OF SDS INDUSTRIES LTD.
UNKNOWN DRILLER
JAMES, WILLARD
KAP'S DRILLING LTD.
JAMES, WILLARD
JAMES, WILLARD
SKY LINE DRLG LTD
UNKNOWN DRILLER
UNKNOWN DRILLER
INTERPROVINCIAL DRLG
KRIEGER DRILLING LTD.
DELS DRLG
DELS DRLG
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
DELS DRLG
ALKEN BASIN DRILLING LTD.
UNKNOWN DRILLER
STAR DRLG CO
DELS DRLG
DELS DRLG
NORTHERN WATER SUPP
DELS DRLG
UNKNOWN DRILLER
MANORA DRILLING SERVICE
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
ROCKYVIEW DRILLING
UNKNOWN DRILLER
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
MOOSE DRILLING LTD.
MOOSE DRILLING LTD.
UNKNOWN DRILLER
UNKNOWN DRILLER
ELGIN EXPLORATION COMPANY LIMITED
NELSON, C.H. DRILLING LTD.
DELS DRLG
FLINN DRILLING LTD.
FLINN DRILLING LTD.
DELS DRLG
PARSONS DRILLING
DOUBLE S DRILLING
DOERING DRILLING LTD.
UNKNOWN DRILLER
NORTHERN WATER SUPP
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
TWO WAY DRLG
UNKNOWN DRILLER
GEOSERVE DRLG
1 of 5
DATE COMPLETED
DEPTH
PROPOSED USE
CHM
DEPTH TO GRAVEL
8/1/58
10/1/84
6/4/86
4/26/86
3/21/87
6/18/88
10/18/97
105
155
258
165
177
183
262
320
97
90
150
137
200
70
200
200
90
153
360
40
33
90
180
285
100
55
60
100
70
80
115
115
225
59
93
140
0
80
230
100
103
165
90
75
0
115
145
70
118
400
178
250
390
35
0
103
180
258
208
203
0
300
500
210
320
75
301
298
45
200
0
263
264
430
390
460
290
305
315
340
410
497
345
397
281
300
395
188
360
360
290
395
300
350
290
260
300
320
300
380
235
400
350
368
188
398
225
84
335
198
165
380
320
243
300
300
200
0
173
420
320
440
480
300
460
340
220
250
278
307
200
280
330
360
52
198
33
220
193
195
0
190
240
160
350
320
300
325
0
200
111
132
132
115
117
115
180
70
240
200
320
217
275
172
200
212
Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Industrial
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Stock
Domestic
Stock
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Unknown
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Stock
Unknown
Stock
Domestic
Unknown
Domestic
Unknown
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Industrial
Domestic
Domestic
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
0
0
0
0
0
1
0
1
0
0
0
0
1
1
0
0
1
0
0
0
0
1
1
0
1
0
1
1
2
1
0
0
1
0
0
0
1
0
0
0
1
1
2
1
1
0
1
0
0
1
0
0
0
0
1
0
0
0
0
0
1
1
0
0
0
0
1
0
1
1
1
1
1
0
0
0
2
0
1
0
0
0
0
0
0
1
1
0
1
0
0
1
1
0
0
0
0
0
0
0
1
0
1
0
1
1
0
1
0
0
1
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
1
1
0
0
1
0
1
1
1
1
1
1
1
1
0
1
1
0
1
0
2
1
1
0
0
0
3
0
1
0
0
0
1
1
0
0
0
0
N/A
N/A
N/A
N/A
N/A
N/A
26
No Lithological Description
0
10
30
N/A
0
N/A
20
N/A
0
0
N/A
N/A
14
N/A
0-Tentative (clay and rocks)
N/A
1 - 21 and 30-58
N/A
N/A
N/A
15
29
0-48 and 73-80
N/A
0-Tentative (clay and rocks)
N/A
0-50 and 61-65
0
47
0
N/A
1
N/A
0
2
N/A
62
62
35
64
4-9 and 42-138
63
N/A
23-32, 89-101, 122-127
N/A
78
76
88
29
0
0
50
25
64
0
0-31, 47-147
90
90
0
80
80
76
74
70
67
0
N/A
53-69, 78-147
67
80
0
70
20
1
0
0
60
N/A
N/A
20
60
61
1
40
87
84
88
78
0
42
80
80
35
1
11
24
30
47
0-15, 26-108
46
0
42
55
0
36
95
95
95
0
87
0
40
N/A
N/A
43
32
38
0
69
0
3/25/86
7/26/73
5/1/71
6/19/76
10/11/58
6/1/74
1/11/85
8/30/85
10/16/90
2/22/91
11/14/75
3/1/73
7/15/74
10/1/72
11/30/95
5/13/98
8/1/69
6/26/69
6/30/69
4/25/90
5/26/89
6/10/88
4/28/75
12/31/91
8/1/71
9/10/85
6/26/78
2/4/96
5/7/97
10/21/64
12/7/74
4/30/92
4/30/81
9/5/68
9/8/95
10/2/68
10/17/68
5/11/80
10/30/92
7/22/81
12/21/93
12/29/93
2/21/83
4/1/74
3/1/74
10/1/73
3/22/90
4/17/90
4/24/90
4/1/74
8/20/76
12/5/78
3/6/80
2/27/80
7/2/80
3/12/80
11/22/78
10/22/87
7/30/87
6/27/88
5/2/88
9/13/89
7/26/74
8/30/73
10/22/75
1/1/74
9/9/97
9/11/97
12/12/97
2/11/93
4/1/73
2/8/77
10/13/84
6/9/87
1/15/87
1/14/87
9/10/87
5/29/89
6/8/89
7/20/72
3/27/90
4/4/90
5/26/90
7/6/90
9/18/90
9/8/90
5/30/80
5/1/74
6/1/72
7/1/72
1/1/73
5/2/89
6/15/72
5/22/73
9/19/97
6/18/91
7/3/91
6/15/91
3/2/78
5/11/72
9/6/79
8/7/72
4/24/73
12/20/72
11/20/80
4/25/90
3/1/74
7/17/80
7/26/80
8/12/80
8/14/80
8/14/80
8/8/80
8/11/80
11/4/72
9/2/75
11/3/92
3/13/87
8/1/72
7/20/72
6/19/72
10/1/72
4/1/73
SCREENED
WITHIN
GRAVEL
N/A
N/A
N/A
N/A
N/A
N/A
N
N/A
N
N
UNKNOWN
N/A
N/A
N/A
UNKNOWN
N/A
N/A
N
N/A
UNKNOWN
UNKNOWN
N/A
N/A
N/A
N/A
Y
N/A
N/A
N/A
N/A
N
N/A
N/A
N/A
N
N/A
N/A
N/A
N/A
N
N
N
N/A
N/A
N/A
N
N/A
YES (50-70)
N
N/A
UNKNOWN
N
N/A
N/A
N/A
N
N/A
UNKNOWN
N
N/A
N/A
N/A
N
N
N
UNKNOWN
N
N
N/A
N/A
N/A
N/A
N
N/A
N
N
N/A
N/A
N
N
UNKNOWN
UNKNOWN
N
UNKNOWN
N
N/A
UNKNOWN
YES (143-187)
N
UNKNOWN
N
N/A
N/A
N
N
N
N
N
N
N
N/A
N/A
N/A
UNKNOWN
N/A
N/A
N
N/A
N
N
N/A
N
N
N
UNKNOWN
UNKNOWN
N
N/A
N/A
N/A
N/A
UNKNOWN
UNKNOWN
N
N
N
N
N
N
N
N
N
N
N
Y
N
Y
N
N
N
N/A
YES (72-86)
N
N
N
N
N
N
N/A
N/A
N
N
UNKNOWN
UNKNOWN
N
N
N
N/A
N/A
N
N/A
N
UNKNOWN
N
N
N
TABLE 1
WELL ID
LSD
SEC
TWP
RGE
M
388750
388752
388754
388755
388759
388761
388763
388764
388765
388767
391024
391026
349165
349667
352123
352738
355937
372402
388728
388730
388732
388733
388736
350179
350180
354519
354520
356376
361460
362061
388643
388645
388646
388704
391020
391021
388705
388706
415994
349193
349194
349195
349196
349197
349276
356081
358746
359643
366428
388707
388708
388709
388710
388712
388714
388716
388720
388725
415997
415998
388770
388772
384995
388787
388782
388785
388786
388773
388774
388775
388788
349177
349780
389870
389869
350739
356388
357653
360076
360655
385002
389872
389873
389874
389875
389877
389879
389880
389885
390966
390967
405065
363678
389886
389887
390970
389949
358493
358494
376576
389921
389922
389906
389907
389908
389909
389910
389911
389912
389913
389914
389915
389916
389917
389918
389919
389920
357370
357371
389888
389889
389890
389891
389892
390972
395757
389905
349016
349017
349590
349706
349707
349708
349710
350457
350459
350460
351492
354217
354218
356389
361467
376582
389893
389894
389895
389896
389897
389898
389899
389900
389901
389902
389903
389904
395762
395784
418532
389972
389978
349740
363679
389973
376627
389975
389977
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SH
SH
SH
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
NW
6
NE
NW
NW
NW
SW
SW
SW
SW
NW
NW
NW
SE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
SE
SW
SW
SW
0
3
3
NE
NE
NE
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
SE
SE
SE
SE
SE
SE
SE
SE
SE
SH
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
0
14
NE
NW
SE
SW
SW
SW
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
33
34
35
35
35
35
35
35
35
35
36
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
7
8
8
8
8
8
8
8
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
H:\0305\Projects\5300688\R01 T01.xls
WELL OWNER
NU-WEST HOMES LTD
NU-WEST HOMES
BOYD, N.D.
PETRYSHEN, DIANE/JOHN
BRAR, B.
BRAR, B. #2
DU WORS, ROBERT J.
MILLER, EVELYN
BHATT, VIPIN
BHATT, VIPIN
NU WEST HOMES
PETRYSHEN, DIANE/JOHN #2
ALEXANDER, PERCY #1474 2
ALEXANDER, PERCY #2484
CLAYDEN, NANCY
ALEXANDER, PERCY
DALTORIO, ELISEO #1474
D'ALTORIO, ELISEO
FORBES, LAURIE
NOVAK, MIKE
REZANSOFF, A.
MANNING, JOHN
CLAYDEN, DWAYNE
BUCHWITZ, ALFRED #1322
BUCHWITZ, ALFRED #1320
JOHNSTON, YVONNE
JOHNSTON, YVONNE
MORROW, ROBERT
SIRUCEK, RUSSEL
MUNROE, D
LEROUX, J.
PEDERSON, LORNE A.
STOCKWOOD, HERB
STOCKWOOD, H.
METZ, K.
BUCHWITZ, ALFRED
RICHARDS, BRUCE
METZ, CARL M.
DE GRAFF, W.
FELTHAM HLDG LTD #1033
FELTHAM HLDG LTD #994
FELTHAM HLDG#1032
FELTHAM HLDG#1026
FELTHAM HLDG#995
STOCKWOOD, DONALD
SMITH, BOB
SWIHART, GARRET
SWIHART, GARRET
LYONS, MICHAEL/MICHELLE
GATHERCOLE, DON
MORFORD, B.S.
HALTMAN, MIKE
SMITH, BOB
HULTMAN, MIKE
HALTMAN, MIKE
GATHERCOLE, DON
HEINZIG, DENNIS
HEINZIG, DENNIS #2
LARSEN, HANS
LUHOFF, JOHN
JAMES WILLARD
WILTSHIRE FARMS
VOLKER STEVIN CONTRACTING LTD
MERRELLS, BARRY J.
FAIRWEATHER, GEO
CAMPBELL, IAN F. #1
FAIRWEATHER, GEO
CAHOON, T
CAHOON, TOM
CAHOON, TOM
TOMILSON, RALPH
DIEGLE, GIL #1989
DIEGEL, GILBERT
BLACK, DAVID
FAIRWEATHER, J.M.
MOSCHENROSS, CARL
UPSHAW, BLAINE
UPSHAW, BLAINE
RICHTER, CHRIS
RICHTER, CHRIS
RICHTER, H. CHRIS
MOSCHENROSS, C.J.
CRANE, J.D.T.
MOLBAK, NEIL
MOLBAK, NEIL
MYERS DEV LTD
WAGER, KIETH
STYLES PROPERTIES
STYLES PROPERTIES
SCHULD, B.
SAVOIA, MARIO
GIEKIE, STEWART
LOUDEN, LONA
ROLAND, ERIC
VAN ES, R.
GOOD WATER UTILITIES CO
BAMLETT, J.
LAING, R.#WELL 1
LAING, R.#WELL 2
D&S INVESTMENTS#HARVEY PLACE
ALTA ENV
ALTA ENV
TERRELL, R.K.
CULVER
SAAR, GIL
BOLES, R.J.
SPRINGER, ALBERT
WICKES, R.
COSTELLO, BOB
GILBERT, BERT
ALBERS, BEN
ALBERS, RODGER
LEECH, ROB
LEECH, ROB
KOLODZIEJZYK, RUDY #1
KOLODZIEJZYK, RUDY #2
SIMONS, BARRY
SIMONS, BARRY
WARIACHE, B.
WARIACHE, BALBIE
STYLES PROPERTIES LTD
STYLES PROPERTIES
SCHUBERT, E.L.
WARIACHE, BALBIA
SCHMIDT, ARNIE/BETH
BERNAHEVITCH, J.
MURRY, WAYNE
MURRY, WAYNE
SCHLEFENDORF, HARRY
BIGGAR,EDIE/BIGFEILD INVEST
LAING, R
LANG, R.
LANG, R.
HARRISON, A
HOLZEL, SEBASTIAN/ERIKA
HOLZEL, SEBASTIAN/ERIKA
KNOLL, KIM
WALKER, BRUCE
LAING, ROLAND
BIRD, CHARLES D.
BARROW, JOHN
BAMLETT CONSTR
BAMLETT CONSTR
STEEL, JOE
LIETZ, WALTER
SCHLEBENDORF, HENRY
STYLES PROPERTIES
LIETZ, WALTER
LIETZ, WALTER
BIGGAR, E. HUDSON #2
STEELE, J.
SCHLEFENDORF, HARRY
MEDLAND, GORDON H.
STYLES PROPERTIES
BERNAKEVITCH, JOE
KENTING/DOME
CHURCH, STAN
ROSENKE, JODY/DAVID
FISHER, ARTHUR R.
WENNGATZ CONSTR
ALLEN, J.
ALLEN, J.
DRILLER COMPANY
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
DELS DRLG
STAR DRLG CO
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
AERO DRILLING & CONSULTING LTD.
STAR DRLG CO
UNKNOWN DRILLER
MANORA DRILLING SERVICE
STAR DRLG CO
UNKNOWN DRILLER
STAR DRLG CO
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
WARD E DRLG CO LTD
FARROW STEWART
UNKNOWN DRILLER
FARROW STEWART
DELS DRLG
DELS DRLG
FARROW STEWART
FORRESTER ROY
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
STAR DRLG CO
UNKNOWN DRILLER
FARROW STEWART
UNKNOWN DRILLER
FARARI HOLDINGS
UNKNOWN DRILLER
UNKNOWN DRILLER
STAR DRLG CO
NORTHERN WATER SUPP
DELS DRLG
TAKS & SONS DRILLING LTD.
DELS DRLG
DELS DRLG
TWO WAY DRLG
UNKNOWN DRILLER
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
FARROW STEWART
RURAL WATER WELL SERVICES (1983) LTD.
UNKNOWN DRILLER
UNKNOWN DRILLER
PARSONS DRLG
DELS DRLG
DELS DRLG
DELS DRLG
DELS DRLG
DELS DRLG
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
DELS DRLG
STAR DRLG CO
STAR DRLG CO
2 of 5
DATE COMPLETED
DEPTH
PROPOSED USE
CHM
DEPTH TO GRAVEL
11/30/73
8/1/73
171
248
290
240
420
165
0
120
275
380
161
380
230
208
290
240
230
220
213
270
180
195
240
340
360
360
240
220
300
400
98
245
495
280
286
280
215
260
280
260
300
285
300
300
300
220
320
400
0
300
200
200
180
317
337
280
450
460
330
330
126
140
195
154
230
130
128
280
310
263
265
175
200
75
16
300
175
400
480
160
180
168
215
386
225
180
259
180
165
160
160
200
0
305
315
350
228
180
500
166
260
300
250
300
203
176
250
218
315
165
440
180
322
280
240
260
255
320
340
264
262
277
217
0
280
210
268
300
300
225
200
190
250
250
250
405
315
160
320
260
0
295
249
175
268
212
203
200
196
160
215
295
170
200
280
225
225
450
500
300
210
0
180
201
119
160
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Unknown
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Industrial
Stock
Domestic
Domestic
Domestic
Domestic
Domestic
0
0
1
0
0
0
1
1
1
1
1
0
0
0
1
0
0
0
0
1
1
0
0
0
0
0
0
1
1
0
0
1
0
0
0
1
0
1
0
0
0
0
0
0
0
1
1
0
1
1
1
1
1
0
0
1
0
0
1
1
1
2
0
0
1
1
0
0
0
0
0
0
0
1
1
0
1
0
1
0
0
1
3
0
1
1
0
0
0
1
0
0
1
0
1
2
0
0
0
3
2
0
1
0
0
0
1
1
0
0
0
1
1
0
0
1
1
0
0
0
0
0
0
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
0
0
0
0
0
0
0
1
0
0
0
0
0
1
0
1
0
0
1
0
0
0
0
128
36
44
47
35
45
51
0
40
1
1
N/A
30
30
47
63
35
50
67
35
28
55
71
53
45
2
68
0
N/A
42
0
0
0
0
0
10
70
81
71
79
0
78
45
2
60
0
60
7
N/A
N/A
8
N/A
41
11
17
0
N/A
N/A
N/A
N/A
N/A
N/A
0
N/A
N/A
N/A
38
37
N/A
N/A
20
35
47
34
41
27
30
26
0
49
36
10
36
0
42
38
40
76
53
41
24
9
15
55
16
0
42
0
32
60
55
48
37
0
0
N/A
45
60
62
30
30
70
No Lithological description
35
76
57
74
51
39
63
22
1
45
35
N/A
31
48
84
N/A
0
20
N/A
0
0
3/1/78
11/18/80
12/1/80
7/23/88
5/30/89
4/1/73
3/1/78
3/7/91
7/26/94
9/11/90
10/15/90
3/11/91
6/10/93
3/27/75
6/1/70
5/12/88
10/5/89
2/25/90
3/5/90
11/22/90
11/21/90
1/8/92
9/1/71
10/4/88
10/7/88
9/1/71
4/1/72
4/15/72
2/8/89
12/21/89
2/13/89
1/19/89
1/2/89
5/12/88
5/26/89
6/20/91
7/4/91
4/1/72
8/31/84
11/18/85
12/11/85
10/9/87
10/6/87
10/6/87
8/30/71
8/1/72
7/1/73
10/26/93
2/1/72
4/25/74
4/18/74
2/1/73
2/1/73
12/6/73
7/11/73
10/26/92
9/16/87
5/3/90
5/16/91
8/3/91
7/31/91
5/30/94
4/1/73
4/1/73
9/1/70
7/14/71
7/8/77
1/27/73
12/2/76
7/16/77
8/1/73
7/4/91
7/23/91
7/31/75
3/20/86
3/19/86
7/25/72
1/1/70
9/1/72
7/1/72
5/17/71
1/1/70
6/19/87
10/19/87
6/2/89
6/22/89
8/22/89
8/22/89
5/10/91
5/13/91
2/8/87
6/20/87
7/16/87
7/30/87
7/3/87
4/13/89
4/6/89
11/13/85
7/18/85
4/3/86
4/14/86
7/12/85
2/22/90
3/6/90
3/18/90
4/30/90
12/5/90
11/19/90
7/31/75
12/1/73
11/1/73
4/1/74
5/1/74
3/1/74
10/1/73
2/16/83
12/8/86
7/19/88
7/19/88
11/24/88
1/12/89
11/13/85
6/3/77
3/1/86
1/8/86
3/30/87
4/1/84
6/1/70
9/3/76
SCREENED
WITHIN
GRAVEL
N
N
N/A
UNKNOWN
UNKNOWN
N
N/A
N/A
N
N
N
UNKNOWN
YES (82-132)
N
N/A
N
N
N
N
N
N/A
N
N
N
N
N
N
N/A
N/A
N
UNKNOWN
N/A
N
UNKNOWN
N
N/A
N/A
N/A
N
N
N
N
N
N
N
N
N
N
N/A
N/A
N/A
N/A
N
UNKNOWN
N
N
N
N
N
N
N
N/A
N/A
N/A
N
N/A
N/A
N
UNKNOWN
N
N
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N
N/A
N/A
N/A
N/A
N/A
N/A
UNKNOWN
N
N/A
N/A
N/A
N/A
N
N/A
N/A
Y
N
N
N
N
N
N
N
N
N
UNKNOWN
N/A
N
UNKNOWN
N
N
N
N
N
N
N
N
N
N
N
N
N
N/A
N
N/A
N
N
UNKNOWN
N
N
N
N
N/A
N
UNKNOWN
UNKNOWN
N
N
N
N/A
N/A
N
N
N
N
N
N
N
N
Y
N
N
N
N
N
N/A
N
N/A
N
N
N/A
N
N
N
N
TABLE 1
WELL ID
LSD
SEC
TWP
RGE
M
364092
364093
351515
351516
389982
389989
389991
389984
389986
389984
389986
389989
363680
389993
389995
349750
351407
351517
351518
351519
356082
357372
358141
358142
358143
361262
361468
361469
361791
362752
362753
362754
363240
364132
366430
367652
367653
369154
389996
389998
390001
390002
390003
390004
390005
390006
390009
390011
390012
390014
390016
390017
390019
390022
390023
390024
390025
390026
390027
390028
390029
390030
390031
390032
390033
390034
390035
390036
390037
390038
390039
390040
390041
390042
390043
390044
390045
390046
390047
390048
390049
390050
390051
390075
390076
390077
390079
390080
390081
390082
390083
390085
390086
390976
390977
390979
390980
390981
404717
406612
406613
497714
497715
497716
374078
390109
390111
390112
390113
390115
390116
390117
390118
390123
467184
376623
390124
390125
390127
390128
340317
349068
349254
349631
349891
352126
352787
354362
357227
361472
374133
390243
390257
390260
390262
390266
390270
390272
390273
390274
390275
390276
390278
390281
391063
391064
391065
391066
391067
349892
349893
349917
350187
350188
350740
350741
358787
361200
361473
363280
363405
390284
390289
390291
390292
390293
4
4
SE
SE
SE
NW
NW
SE
SW
SE
SW
NW
SE
SH
NE
SE
NW
SE
SE
SE
SE
NE
NW
NW
NW
NE
NE
NE
NE
NW
NW
NW
NW
NE
SE
NW
NW
NW
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
1
SW
SW
SW
SW
SW
SW
SW
SW
SW
WH
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NH
NE
NE
NE
NE
NE
NE
NE
NE
NE
0
NW
NW
NE
NE
NE
SW
6
SW
NE
NE
NE
SW
SW
SW
SW
SW
SW
SW
16
SW
NE
SH
NW
SW
1
13
10
NE
SW
SE
SW
NW
SE
SW
SE
SE
SE
SW
SE
SE
SE
SE
SW
NW
NW
NW
NW
NW
NW
NW
0
NE
NE
NW
NW
NW
NE
NE
NE
SE
SE
SE
SE
NE
SE
SE
SE
SE
SE
NE
NE
NE
NE
9
9
9
9
9
10
10
10
10
10
10
10
11
11
11
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
15
15
15
15
15
16
17
17
18
18
18
19
19
20
20
20
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
H:\0305\Projects\5300688\R01 T01.xls
WELL OWNER
MILLER, VIC
MILLER, VIC
SCHULTZ, LEN
SCHULTZ, LEN
DUL, JOHN
DOUBLE A DRLG
EVANS, H.
BLACK, DAVE
CRANE, J.D.T.
BLACK, DAVE
CRANE, J.D.T.
DOUBLE A DRLG
BRENNAN, JAMES D.
FAIR, DOROTHY M.
RANCHLAND HOLIDAY PROPERTIES
DALE,GRACE
SNIDER, KEN
BRYSON, STUART #TH 1
BRYSON, STUART
BRYSON, STUART #TH 2
BISSELL, D.
HAASE, G.R.
FARR, KAN/LINDA
FAAR, KEN/LINDA
FARR, KEN/LINDA
SNIDER, H
CRUICKSHANKS, WILLIAM
CERATO, LUCY
PEICINER, FRANK
DOEL, RICHARD
DOEL, RICHARD
DOEL, RICHARD
STRACHEY, MICHAEL
KONDRAT, STEVE A
WILDMAN, TERRY
VAN DYK, ARIE
VANDYK, ARIE
LOEWEN, CONNIE
SIML, N.
MCCURDY, JOHN
MCCURDY, J.
O'ROURKE
SIMI, NILO
NOVA BUILDERS LTD
SMITH, M./NOVA BUILDERS
FARR, DOROTHY
FARR, DOROTHY
FARR, DOROTHY M.
FARR, DOROTHY M.
FARR, DOROTHY, M.
FARR, DOROTHY M.
VINCENT, GORD
BISSELL, D.
MCCURDY, JOHN #2
MCCURDY, JOHN #1
THOMPSON, HAROLD
THOMPSON
VINCENT, G.
BRYSON, STUART
KARCHER, G.
FARR, DOLLY
WILDMAN, T.A.
DALE
DALE #2
DALE #3
DALE #4
DALE #5
DALE #6
DALE
FARR, DOROTHY
BECKNER, CLIFF
DANIALS, D.W.
FARR, GORDON L.
DANIALS, DEXTER
SIMON VALLEY DEV CO
TERRY, LARRY/HARDWELL, HILTON
DOEL, RICHARD
FARR, KEN
SMITH, MARY M.
MINHINNETTE, TOM
MINHINNETT, TOM
MINHINNETT, TOM
FARR, DOROTHY
GREEN, R.
FARR, DOROTHY
FARR, DOROTHY M.
FARR, DOROTHY M.
HAASE, J.
BELL, WALTER
SNIDER, H.
SNIDER, H.
STEWART
MOSSFELDT, K.
MINHINNETT,
MINHINNETT, TOM
PIKE, J.
FARR, DOROTHY M.
SNIDER, H.
CARRIGY, BRENDON
BRAUN, JOHN
BRAUN, JOHN
SMITH, MARY #1
SMITH, MARY #3
SMITH, MARY #2
JOHNSTON, BRIAN
JOHNSTON, BRIAN
JOHNSTON, R.L.
JOHNSTON
JOHNSTON, R.L.
CHURCH, STAN
BERNAKVITCH, JOE
HOLE, JIM
MARSTON, ROBERT
JONES, DOUG
MARSTON, ROBERT H.
HOLE, JIM/JONES CIRCLE K RANCH
TAYLOR, JUDY
BAULAND INC
ORGAN, DAVE #1442
LANDOVER HLDG LTD
SUTHERLAND,IDA
CROWLEY, MARVIN #2943
BIGGAR, EDIE
ORGAN, DAVE #1442
PAGE, JIM
BIGGAR HEIGHTS CO-OP ASSOC #1
BIGGAR E. HUDSON\REDMAN, M.
SUTHERLAND, W.
BIGGER HEIGHTS
BIGGAR, EDDIE
BIGGAR, E.HUDSON
BIGGAR, EDIE
ORMSON, EARL
HARLESS, R.
EWING, G.
WESTERN BREEDERS LTD
DOW, CLIFF
GIBBINGS, S.
GIBBINGS, S.
GOODEY, BILL
HARLESS, RICHARD
KNOX, LORRAINE
GRAY, J.
ARMSON, EARL
GOUDREAU, GARY
GOODROW, GRETA
FARR, BERNICE #2947
FARR, BERNICE #2946
FARR, BERNICE #2947
WILKENS, MATT
WILKENS, MATT
WILKENS, MATT#HOLE 3
WILKENS, MATT#HOLE 4
SUMMERS, TERRY #1644
DICKSON, BRIAN
GUENZEL, SANDRA
DICKSON, BRIAN
DICKSON, BRIAN
WILLIAMS, M.A./HARDY ASSOC.
BORGLAND, H.
FARR, BERNICE
MOLLE, WILLIAM H.
REEVE, BOB
DRILLER COMPANY
SIEBEL GEO
UNKNOWN DRILLER
PARSONS DRILLING
FLINN DRILLING LTD.
PARSONS DRILLING
FLINN DRILLING LTD.
SIEBEL GEO
UNKNOWN DRILLER
PEE WEE DRLG
GOODISON WATER WELL DRILLING
DOLOMITE DRILLING
DOLOMITE DRILLING
DOLOMITE DRILLING
DOLOMITE DRILLING
DOLOMITE DRILLING
PARSONS, DELBERT
UNKNOWN DRILLER
UNKNOWN DRILLER
ROCKYVIEW DRILLING
UNKNOWN DRILLER
UNKNOWN DRILLER
HERTZ DRILLING COMPANY LTD.
FOOTHILLS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
PARSONS DRILLING
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
SCOTT, H.A. DRILLING
UNKNOWN DRILLER
PARSONS DRILLING
PARSONS DRILLING
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
PARSONS, DELBERT
STAVELY WATER WELLS
FARROW STEWART
PARSONS DRILLING
UNKNOWN DRILLER
PARSONS DRILLING
UNKNOWN DRILLER
NORTHERN WATER SUPP
PARSONS DRILLING
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
STAR DRLG CO
STAR DRLG CO
DELS DRLG
DELS DRLG
DELS DRLG
WARNKE DRILLING LTD.
STAR DRLG CO
UNKNOWN DRILLER
DELS DRLG
UNKNOWN DRILLER
DELS DRLG
UNKNOWN DRILLER
SIMENSEN DRLG
DELS DRLG
NORTHERN WATER SUPP
NORTHERN WATER SUPP
3 of 5
DATE COMPLETED
DEPTH
PROPOSED USE
CHM
DEPTH TO GRAVEL
4/8/92
4/8/92
12/15/89
12/18/89
7/10/87
200
115
200
150
155
115
0
71
215
71
215
115
0
85
65
100
260
160
97
160
75
150
130
260
230
74
92
0
179
195
105
130
180
215
235
250
195
213
120
50
140
120
165
145
45
100
60
45
50
170
125
85
155
160
300
215
0
131
160
92
120
160
235
120
140
140
140
120
140
90
125
250
132
300
150
81
125
195
175
230
155
155
135
66
60
40
35
74
115
77
96
80
200
114
125
60
60
93
120
420
300
220
56
50
136
112
100
175
100
135
260
60
120
215
290
105
90
0
0
0
180
320
155
150
395
300
320
240
260
220
135
180
440
360
220
450
400
270
270
306
385
360
140
400
140
140
360
358
400
140
255
260
300
360
400
400
200
300
0
400
320
177
265
241
177
81
Stock
Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Stock
Stock
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Industrial
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Stock
Domestic
Domestic & Stock
Domestic
Stock
Stock
Domestic
Unknown
Domestic & Stock
Domestic & Stock
Domestic
Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Irrigation
Domestic
Domestic
Domestic
Unknown
Domestic
Unknown
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
0
1
0
0
1
0
1
0
0
0
0
0
1
0
0
0
1
0
1
0
2
1
1
0
0
0
1
1
0
1
1
1
2
1
1
0
0
0
0
2
1
1
1
0
0
0
0
0
0
0
0
1
0
1
0
1
1
2
0
1
0
1
0
0
0
0
0
0
1
0
2
1
1
1
0
0
2
3
0
0
0
0
0
0
0
0
0
2
0
2
0
1
1
1
1
1
0
0
0
2
2
0
0
0
1
0
0
1
0
0
0
1
0
0
0
0
1
1
1
1
0
0
0
0
0
0
0
1
3
1
0
3
0
0
0
0
1
0
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
1
0
0
N/A
N/A
N/A
N/A
N/A
10
40
N/A
N/A
N/A
10
N/A
0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
20
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
32
N/A
N/A
N/A
N/A
40
0
1
N/A
N/A
N/A
N/A
23
41
11
N/A
24
N/A
38
46
25
23
73
N/A
10
5
50
0
15
0
0
0
23
43
15
47
35
36
25
40
28
28
20
12
N/A
0
N/A
N/A
22
38
26
26
22
3
N/A
23
22
2/27/67
4/15/71
2/27/67
4/15/71
4/1/71
6/28/77
6/3/85
2/3/90
1/19/90
1/18/90
1/20/90
5/7/84
5/6/91
5/31/91
6/14/91
7/4/91
4/20/89
8/23/90
11/29/91
11/26/91
11/25/91
10/1/92
6/19/92
6/14/92
4/10/93
4/1/71
4/1/71
2/1/71
2/1/71
2/1/71
2/1/71
4/1/71
4/1/71
5/7/84
1/1/85
1/1/85
3/5/87
5/16/89
6/9/89
4/1/71
4/22/77
5/9/77
4/1/71
4/1/71
6/13/73
10/1/71
6/1/71
10/26/81
6/20/84
6/27/88
6/28/88
6/28/88
4/1/71
7/1/75
2/1/71
11/1/85
5/4/89
4/17/89
10/1/71
2/1/71
4/29/89
1/5/95
3/15/95
2/17/95
4/21/01
4/25/01
4/24/01
10/28/93
7/12/74
2/23/67
11/25/80
8/24/88
2/15/86
5/1/72
7/31/76
3/16/78
4/23/97
4/28/81
7/5/02
8/16/90
9/21/88
5/15/85
6/6/96
9/13/90
8/16/90
5/9/89
3/27/85
11/22/88
5/1/72
3/26/85
4/4/89
4/14/89
9/6/89
5/25/76
3/1/73
6/24/75
10/7/75
6/1/73
5/1/73
6/18/77
3/1/73
6/1/73
8/10/76
5/10/83
6/5/96
6/4/96
7/4/96
3/19/90
3/20/90
5/7/90
5/8/90
7/18/91
11/19/91
2/20/92
2/26/92
6/27/83
9/1/73
3/28/77
8/24/79
9/22/78
SCREENED
WITHIN
GRAVEL
N
N
N
N
N
N
N/A
Y
N
N/A
N/A
UNKNOWN
N/A
N/A
N
N
N
N
N
N
N
N
N
N
N
N
N/A
N/A
N/A
N
N
N
N/A
N/A
N
N
N/A
N
N
N/A
N/A
N/A
N/A
N
N
N
N
N
N
N
N
N/A
N
N
N
N
N/A
N
N/A
N
N/A
N
N/A
N/A
N/A
N/A
N/A
N/A
N/A
UNKNOWN
UNKNOWN
N/A
N/A
N
N
N
N/A
N
N
N
N
N
N
N
UNKNOWN
UNKNOWN
UNKNOWN
N/A
N
N
N
N/A
N/A
N/A
N
N/A
N
N
N
N
N
N
N
N
N
N
N
N/A
N
N
N
N/A
N/A
N
N
N
N/A
N/A
N/A
N/A
N
N/A
N
N/A
N
N
N/A
N
N
N
N
N
N
N
N
N
N/A
N
N
N
N
N
N
N
N/A
N
N/A
N
N/A
N
N
N/A
N
N
N
N
N
N
N/A
N
N
N
N
N
N
N
TABLE 1
WELL ID
LSD
SEC
TWP
RGE
M
390294
399548
401223
402329
416404
416405
416406
416407
416408
416409
436552
436572
436576
436582
391030
391322
391323
391324
391325
391326
391327
416426
416427
349561
351258
351281
364094
364095
370095
370096
391043
391045
391328
391329
391330
391428
391430
391431
391432
391433
391434
416429
416430
416431
466120
491239
491240
495539
495540
349726
349869
349870
349871
350742
351813
363241
376329
376330
376332
376333
391041
391436
391437
391438
391439
391440
391441
391442
391443
391444
391445
391446
391447
391448
391449
391450
391451
391452
391453
391454
391455
391456
391457
391458
406860
416433
416434
467188
494899
350189
350190
350191
350192
350193
352005
352205
354363
356394
357373
361031
363946
363947
364134
366384
391037
391038
391039
391040
391460
391461
391462
391463
391464
391465
391466
391467
391468
391469
391470
391471
391472
391473
391474
391475
391476
391477
391478
391479
391480
391481
391482
391483
391484
391485
391486
391487
391488
391489
391490
391491
391492
391493
391494
391495
391496
391497
391498
391499
391503
391504
416435
416436
416437
416439
490787
349054
349055
349280
349281
351126
391505
391506
391508
468501
340319
349722
NE
16
NE
NE
SE
SE
SE
SE
NE
NE
NE
NE
NE
NE
9
NW
NW
14
NE
NE
NE
12
15
SE
SE
SE
2
2
SE
SE
SE
SE
SE
SE
SE
SW
NE
NE
NE
NE
NE
SE
SE
SE
7
SE
SE
SE
SE
SW
SW
SW
SW
SE
SE
SW
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
1
SE
SW
SW
SW
SW
SW
SW
SW
SW
SW
0
16
SW
SW
SW
NE
SE
SE
SW
SW
SW
SE
SW
NW
NW
SW
SW
SW
SW
NE
6
SW
SW
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SW
SW
SW
SW
SW
SW
SW
SW
SW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NE
NE
NE
NE
NE
0
SE
SW
SW
NE
NW
NE
NE
NW
NW
NE
SW
6
NW
NE
NW
9
2
2
2
2
2
2
2
2
2
2
2
2
2
2
10
10
10
10
10
10
10
10
10
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
14
14
14
14
14
14
14
14
14
15
15
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
H:\0305\Projects\5300688\R01 T01.xls
WELL OWNER
NAGEL, BRUCE
FAIR, BERNICE
GREEN, WINSTON/ELAINE
GREEN, WINSTON
SMITH, DARREL G.
WILKINS, JOHN
VERRALL, PETER
WILKENS HLDG LTD
KIMBER, R.L.
RUGGLES, KEN
FARR, BERNICE
FARR, BERNICE
REID, DOUGLAS
REID, DOUGLAS
PRODANCHUK, MARILYN/DON
RUGGLES, PAUL
HUDSON, B.L.
SLIND, LEE
ZENGER, H.A.
MARICA, CAROL
HOREL, KIRSTEN
LAMB, BOB
PITTS, BOB
RATSLAFF, HAL
MACFARLANE, D. #1296
MACFARLANE, D.#1298
MAGUIRE, ROY
CHAMBERS, CLIVE S.
PACKER, TERRY
PACKER, TERRY
MAGUIRE, ROY
MACFARLANE, D.
CHALUS CONSTR LTD
RATZLAFF, HAL
MAGUIRE, R.
THOMPSON, ALLISON
D&S INVESTMENTS LTD
HORSESHOE BEND/SHAWA S.M.
HOAR, CHARLIE
WATER UTILITY CO/JANUSZKOWSKI
HORSESHOE BEND WATER UTILITY
VIEBRUKR, PETER
JARSEN, E.
REED, GLEN
CHERWAYKO, BILL
LARSEN, ERNSI
REED, JOAN
LARSEN, ERNIE
LARSEN, ERNIE
MCGREGOR, DALE
ADAMS,ERNIE
ADAMS,ERNIE #2902
ADAMS,ERNIE
SINCLAIR, DAVID
SINCLAIR, DAVID
COOKE, BRIAN
ALTA ENV #TH 1
ALTA ENV #WELL 2
ALTA ENV #TH 1
ALTA ENV #TH 2
YAKIMISHYN, M.
D&S INVESTMENTS LTD
D&S INVESTMENTS LTD
BUNNYHOLLOW SUBDIV/LEHMAN
DICKEY, E.
BUNNYHOLLOW DEV
HOWARTH, B. #3
BALDWIN, DALE
MACMILLAN, J.
MOFFAT, ROSEMARY/GORDON
WHITE, GENE
WHITE, GENE #2
BUNNEY, GEORGE
D&S INVESTMENTS LTD
BRAUL, PETER
SCHINTZ, NICK
HEWITT, ERIC
WIENS, GARRY
FRIESSEN, ARNOLD
GREEN, R.
GREEN, RICHARD
COOKE, BRIAN
SPINDLER, REX
MACMILLAN, JOAN
LOCKE STOCK & BARREL LTD
BRAUN, JOHN
FOWLER, BRUCE
KNIGHT, TERRY
GLEN HAVEN STABLES
WADHWA, I.S.#TEST HOLE 2
WADHWA, I.S.
CALDWELL, TOM
CALDWELL, TOM
CALDWELL, TOM
DELLAROSE, L.
WAGNER, S
NELSON, VALERIE
GARDINER, ANISA/RON
WAGNER, S
WAGNER, SIEGFRIED/LYDIA
CALDWELL, TOM
CALDWELL, TOM
NEUFELD, HUGH
RICHARDS, GERRY
CALDWELL
SANDS, K.H.
BUDGER, S.
BUDGEN
HARRINGTON, C.A.
SUTHERLAND, LARRY
SUTHERLAND, LARRY
BUNKER, JOHN
OBERHOFER, MATT
SUTHERLAND, LARRY
OBERHOFFER, M.U.
DEELAROSA, LOU #1
DELLAROSA, LOU
GUSTAFSON, R.W.
NELSON, A.M.
PRICE, B.
PRICE, B.
LIERADO, M.
WEGNER, SIG #2
BITONTI
WEGNER, SIG #1
WEGNER, SIG #5
FEDAR CONSTR
FEDOR CONSTR
FEDOR CONSTR
NIBLET, DAVE
D&S INVESTMENTS LTD
FEDOR CONSTR
DONNELLY, J.K.
COOK, E.D.
HINER, T.L.
SCHUBERT, JOAN
JANZEN, F.
FEDOR, EUGENE #1
FEDOR, EUGENE #2
FEDOR, EUGENE #3
PEARSON, GLENN G.
MIROSEVIC, DAL
FEDOR, G.
FEDORE, G.
D&S INVESTMENTS LTD
D&S INVESTMENTS LTD
D&S INVESTMENTS LTD
BUNNY HOLLOW DEV
CHERRY VALLEY WATER UTILITY CO
LERAND, DR M.
WATSON, KEN
PEARSON, VICTOR
WESTERN CONSTR
D&S INVESTMENTS
LOCKE, CHARLIE
CHIPMAN, BILL
CHIPMAN, BILL #1585
CHALLICK, MARGRET
CHALLICK, MARGRET
CHALACK, MARG
MORRIS, SID
SUN OIL/300 DRLG
CHALACK, M.
MCKINLEY MASTERS HOMES
GOURLAY, BRYAN
QUIRING, RON #2600
DRILLER COMPANY
DELS DRLG
UNKNOWN DRILLER
DELS DRLG
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
STAR DRLG CO
NORTHERN WATER SUPP
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
BIG QUILL DRILLING LTD.
UNKNOWN DRILLER
NORTHERN WATER SUPP
UNKNOWN DRILLER
UNKNOWN DRILLER
KENS AIRTECH SERVICE
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
NORTHERN WATER SUPP
FARROW STEWART
DELS DRLG
FARROW STEWART
FARROW STEWART
UNKNOWN DRILLER
UNKNOWN DRILLER
INCH BILL
DOLOMITE DRILLING
UNKNOWN DRILLER
UNKNOWN DRILLER
DOLOMITE DRILLING
DOLOMITE DRILLING
UNKNOWN DRILLER
UNKNOWN DRILLER
FLINN DRILLING LTD.
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
DELS DRLG
DELS DRLG
FLINN DRILLING LTD.
UNKNOWN DRILLER
UNKNOWN DRILLER
FLINN DRILLING LTD.
FLINN DRILLING LTD.
AQUARIUS EXPLORATION LTD.
UNKNOWN DRILLER
STAR DRLG CO
STAR DRLG CO
STAR DRLG CO
DELS DRLG
NORTHERN WATER SUPP
UNKNOWN DRILLER
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
INCH BILL
UNKNOWN DRILLER
SKY LINE DRLG LTD
4 of 5
DATE COMPLETED
DEPTH
PROPOSED USE
CHM
DEPTH TO GRAVEL
12/4/79
11/21/94
2/23/95
3/28/95
1/1/71
5/4/72
2/17/72
11/1/77
3/1/72
3/21/72
11/16/95
11/29/95
10/3/94
11/17/95
277
420
400
280
270
160
260
160
140
110
300
290
170
175
160
201
210
204
230
150
0
290
160
230
225
255
200
200
215
255
182
180
222
196
265
0
194
170
266
0
180
260
242
130
260
260
295
500
260
420
400
330
300
440
380
310
320
37
140
400
100
415
277
220
140
350
140
180
280
156
345
300
4180
233
280
278
330
130
275
241
257
260
60
277
190
300
250
300
136
385
540
280
220
280
320
235
0
0
430
220
380
460
0
420
0
255
165
165
180
350
300
271
540
335
200
252
192
180
140
280
260
280
320
250
920
400
290
295
275
311
278
274
310
290
295
0
300
360
500
400
0
275
200
220
325
325
345
400
380
280
200
170
230
220
150
440
380
295
400
145
200
400
255
300
115
210
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Unknown
Domestic
Unknown
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Stock
Stock
Domestic
Industrial
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Industrial
Domestic & Stock
Domestic
Domestic
Domestic
0
0
0
0
0
0
1
0
1
0
0
0
0
0
1
0
0
0
1
1
1
0
1
0
1
1
0
0
0
0
1
2
0
2
0
1
0
2
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
0
0
0
0
5
0
0
1
2
0
1
1
1
1
0
0
1
1
0
0
0
0
1
2
1
1
0
1
0
0
1
0
0
0
0
0
0
0
1
1
1
1
0
0
0
0
1
0
1
1
1
1
1
0
0
0
0
0
1
0
1
3
1
0
0
0
0
1
0
0
2
0
0
1
0
0
1
0
1
1
1
0
0
0
1
1
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
1
1
0
0
0
0
0
24
20
21
12
35
36
N/A
25
32
20
0
0
0
0
N/A
N/A
24
N/A
12
N/A
N/A
11
3
16
N/A
0
3
0
N/A
N/A
1
N/A
N/A
0
0
2
17
3
17
5
0
45
38
30
25
55
0
77
28
100
88
29
32
110
42
55
47
0
26
N/A
45
33
0
45
N/A
60
40
45
38
44
0
N/A
0
23
20
25
15
0
0
27
29
39
0
40
30
28
44
31
25
16
41
38
0
20
25
20
0
16
0
21
18
0
18
16
25
26
10
N/A
0
0
25
20
26
40
22
29
72
N/A
1
53
49
1
0
50
42
0
34
4/17/78
5/3/86
10/7/77
10/18/77
6/28/72
4/15/87
1/22/90
2/2/90
2/26/92
2/27/92
8/24/93
8/23/93
1/13/89
12/1/76
4/1/74
9/30/78
7/31/89
10/18/78
9/1/84
2/27/74
7/8/74
12/13/77
7/18/96
2/10/99
2/11/99
3/28/00
3/30/00
1/13/95
3/18/96
3/25/96
3/20/96
5/2/90
4/27/90
3/9/85
2/15/85
2/14/85
3/11/85
5/28/75
6/14/75
4/12/79
6/5/89
6/9/89
5/1/72
11/15/75
9/9/72
10/29/73
3/2/79
10/2/73
9/16/72
6/3/75
8/28/78
3/6/75
5/11/95
11/1/73
11/28/72
3/25/97
6/23/99
1/22/90
1/25/90
3/13/90
3/15/90
3/16/90
8/23/90
9/4/90
4/24/91
8/19/91
3/4/92
3/7/92
9/14/92
4/1/72
12/1/70
2/13/76
10/1/72
6/1/71
4/1/72
11/1/72
5/1/72
6/10/89
6/13/89
8/1/72
9/1/72
7/31/75
9/1/81
9/1/89
9/1/81
2/18/77
9/21/76
10/4/76
11/26/74
11/16/74
11/12/75
4/1/81
1/18/88
1/19/88
1/22/88
9/3/88
9/9/88
9/15/78
7/31/78
3/23/79
4/3/79
2/10/71
7/21/72
8/7/71
2/7/79
10/7/98
5/1/91
4/26/91
2/15/88
3/1/88
6/11/90
6/16/80
3/11/88
8/29/97
5/2/02
12/28/94
SCREENED
WITHIN
GRAVEL
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N/A
N
N
N
N/A
N/A
N/A
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N/A
N
N/A
N
N/A
N/A
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N/A
N
Y
Y
N
N/A
N
N
N/A
N/A
N
N/A
N/A
N/A
N/A
N
N
N/A
N
N
N
N/A
N
N
N
N
N/A
Y
N/A
N
N
N
N
N/A
N
N
N
N
N
N
N
N/A
N/A
N
N
N
N
N/A
N
N/A
N
N
N/A
N/A
N
N
N
N
N
N
N
N
N/A
N/A
N
N
N
N
N/A
N
N
N
N
N
N
N
N
N/A
N
N/A
N/A
N/A
N
N
N
N/A
N/A
N
N
N
N
N
N
N/A
N/A
N
N
N
N
N
N
N
N
N
N
N/A
N
N
N
N
N
TABLE 1
WELL ID
LSD
SEC
TWP
RGE
M
349923
351127
351128
351129
351493
353419
353977
356395
361475
369199
389419
391509
391510
391511
391512
391513
391514
391515
391516
391517
391518
391519
391520
391521
391522
391523
391524
391525
391526
391527
391528
416441
416442
416443
416444
416453
391529
391530
391531
391532
391533
391534
391535
391536
391537
391538
391539
394069
394073
416446
391561
391562
391563
391565
391566
391566
391567
391569
SE
NE
NE
NE
NE
NW
NW
NE
SW
NW
SW
SW
SW
SW
SW
SW
SW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NE
NE
NE
NE
0
SW
6
SW
SW
NW
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
1
SE
SE
SE
SE
SW
SE
NE
NW
NW
SE
NW
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
16
16
16
16
16
16
16
16
16
16
16
16
16
16
21
21
22
22
23
23
24
24
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
H:\0305\Projects\5300688\R01 T01.xls
WELL OWNER
HEWITT, SUSAN #3008
SCHMALTZ, DAN #1359
SCHMALTZ, DAN
SCHMALTZ, DAN #1360
QUIRING, RON #1406
MILLER, PETER
LOWRY, JB/CAROL
COMER, PAT
RITCHIE, DAN
CAMERON, RANDY
PAWCHUK, BERNARD
METCALFE, KIETH/RUTH
BRINK, BILL
GAENT, ERNIE
CORAL CONSTR LTD
ROSINE, SHIRLEY
ALLEN DOUGLAS RANCH
WIRTH, LOU
CHALUS CONSTR LTD
SMITH, DENNIS
CHALUS CONSTR
KANSKI, ED
SMEDELY, FRANK
KORBY, DON
KHOSA, HARCHANB
SCHABLE, C.
FEHLER, WALLACE
FEDORUK, JIM
FOSTER, DAN
BOURNES, MIKE
CARGILL, GORDON
D&S INVESTMENTS
MYERS, C.V.
MYERS, BILL
PETERSON, BEN
HEZSELY, C.B.
MADSZCZAK, W.E.
LOWE, BARRY
FLAMEN, RAY
KLAUS CONSTR
KRAHN, JAKE
KLAUS CONSTR
KLAUS CONSTR
MASON,
DILLABOUGH, GARRY
MCALLISTER, VICTOR
HART, E.
KLINSPOR, A.M.
KLINSPOR, ARTHUR
BIRCHALL, LARRY
MCGRAW, DAVID
MACGREGOR, STEWART
CLIFFORD, GEORGE
BEEBY, LANCE
MCELROY, MORTON
MCELROY, MORTON
LOCKE, C.
LOCKE, CHARLES
DRILLER COMPANY
LOU'S WATER WELL DRILLING LTD.
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
DELS DRLG
NORTHERN WATER SUPP
DELS DRLG
NORTHERN WATER SUPP
DELS DRLG
TWO WAY DRLG
DELS DRLG
NORTHERN WATER SUPP
UNKNOWN DRILLER
DELS DRLG
PARSONS DRILLING
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
CHAPPELL, W. DRILLING
DELS DRLG
DELS DRLG
DELS DRLG
UNKNOWN DRILLER
DELS DRLG
UNKNOWN DRILLER
NORTHERN WATER SUPP
UNKNOWN DRILLER
UNKNOWN DRILLER
DELS DRLG
UNKNOWN DRILLER
UNKNOWN DRILLER
UNKNOWN DRILLER
DELS DRLG
NORTHERN WATER SUPP
NORTHERN WATER SUPP
UNKNOWN DRILLER
SIMENSEN GEORGE
5 of 5
DATE COMPLETED
DEPTH
PROPOSED USE
CHM
DEPTH TO GRAVEL
8/23/96
5/26/90
5/30/90
6/3/90
6/25/90
8/13/87
7/20/90
90
340
340
295
260
235
225
340
142
160
0
190
149
305
97
346
320
402
301
366
275
340
315
321
191
380
203
285
335
347
420
160
180
160
293
300
145
180
250
90
110
136
140
70
237
0
70
200
260
280
140
60
160
237
165
165
120
317
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Unknown
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic
Domestic & Stock
Domestic
Domestic
Domestic
Unknown
0
0
0
0
0
2
0
2
1
1
1
1
0
0
0
0
0
3
0
0
0
0
0
0
0
1
0
1
1
0
1
0
0
0
0
0
1
0
1
0
0
0
0
1
0
1
1
1
0
0
2
1
1
1
0
0
1
0
1
N/A
11
N/A
19
49
20
11
15
11
0
N/A
N/A
12
22
N/A
N/A
N/A
N/A
N/A
11
21
45
1
32
N/A
26
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
10
N/A
22
N/A
115
115
11
4/28/93
10/1/73
9/1/73
11/23/77
10/16/82
3/20/79
9/1/73
10/9/78
5/1/74
3/16/78
4/24/75
6/4/80
10/5/79
2/16/76
6/11/75
10/15/86
5/22/73
4/26/74
5/7/74
11/8/78
10/20/79
6/1/75
8/1/72
3/1/72
5/1/72
3/1/72
3/1/72
5/1/79
12/15/73
3/13/79
3/25/81
10/4/76
6/15/62
6/15/62
10/1/73
SCREENED
WITHIN
GRAVEL
N
N
N
N/A
N
N
N
N/A
N/A
N
N/A
N/A
N
UNKNOWN
UNKNOWN
N/A
N/A
UNKNOWN
N
N/A
N/A
N/A
N/A
N/A
N
N/A
N
N
N/A
N
N/A
N
N/A
N
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N
N/A
N
N/A
N/A
N/A
N/A
UNKNOWN
UNKNOWN
N/A
N
TABLE 2
WATER BALANCE
SPY HILL LAND DEVELOPMENT PROJECT
WEATHER STATION: UNIVERSITY OF CALGARY, Alberta 51005-N 114008-W/O
Percipitation (mm)
Monthly Temperature in (0C)
Monthly Temperature (0F)
Heat Index
February
13.7
-6.1
21.0
March
18.6
-2.2
28.0
April
29.6
4.2
39.6
0.77
May
59.1
9.6
49.3
2.69
June
75
13.7
56.7
4.6
July
68.4
16.1
61.0
5.87
August
54.2
15.3
59.5
5.44
September
48.5
10.3
50.5
2.99
October
16.5
5.8
42.4
1.25
November
14.1
-2.7
27.1
December
15.9
-7.7
18.1
Year
431.9
PET
0
0
0
1.18
2.52
1.77
1.69
1.85
0.12
0
0
0
9.13
PET
0
0
0
30
64
45
43
47
3
0
0
0
232
P
0.72
0.54
0.73
1.17
2.33
2.95
2.69
2.13
1.91
0.65
0.56
0.63
17
P
18.3
13.7
18.6
29.6
59.1
75
68.4
54.2
48.5
16.5
14.1
15.9
431.9
C r/o
r/o
r/o
P*Cr/o
P*Cr/o
0.95
0.68
17.39
0.95
0.51
13.02
0.95
0.69
17.67
0.15
0.18
4.44
0.15
0.35
8.87
0.15
0.44
11.25
0.15
0.40
10.26
0.15
0.32
8.13
0.15
0.29
7.28
0.15
0.10
2.48
0.95
0.53
13.40
0.95
0.60
15.11
5.0955
129.27
I
I
P-r/o
P-r/o
0.04
0.91
0.03
0.69
0.04
0.93
0.99
25.16
1.98
50.24
2.51
63.75
2.29
58.14
1.81
46.07
1.62
41.23
0.55
14.03
0.03
0.71
0.03
0.80
11.9145
302.635
I-PET
I-PET
0.04
0.03
0.04
-0.19
-0.54
0.74
0.60
-0.04
1.50
0.55
0.03
0.03
2.78
I-PET
I-PET
0.91
0.69
0.93
-4.84
-13.77
18.75
15.14
-0.93
38.23
14.03
0.71
0.80
70.64
0
-0.19
-0.73
0.01
0.61
0.57
2.07
-4.84
-18.61
0.15
15.29
14.36
52.58
TEMP
TEMP
I
Actual Potential Evporation
(inches
of water)
Actual Potential Evporation
(mm of
water)
Average Monthly Percipitation (inches of
water)
Average Montly percipitation
(mm
of water)
Runoff Coefficint
Monthly Runoff (inches of water)
Montlhy Runoff (mm of water)
Monthly Infiltration
(inches of water)
Monthly Infiltration (mm of water)
Water Available for Storage
(inches of water)
Water Available for Storage
of water)
January
18.3
-9.3
15.3
Cummulative Water Loss
(inches of water)
Cummulative Water Loss
(mm of water)
ACC WL
Monthly Soil Moisture Storage (inches of
water)
Change in soil Mositure Storage (inches of
water)
Actual Evapotranspiration
(inches of water)
ST
DST
AET
(mm
AET
Percolation (inches of water)
PERC
Percolation (mm of water)
Recharge (inches of water)
Recharge (mm of water)
P (inches of water)
PERC
R
R
P
Estimated initial soil moisture storage for the soil
depth and type, assign this value to the last month
having I-PET>0. Determine ST for each subsequent
month having I-PET<0. For month I-PET>=0, add IPET to the preceeding month's storage. Do not
exceed the field capacity. Enter the field capacity if
the sum exceeds this maximum.
Subtract ST for each month from the preceeding
month
Wet months, I-PET>=0: AET =PET;
Dry months, I-PET<0:AET=PET +(I-PET-DST)
McBean, Rovers, and Rarquhar (1995). Solid Waste Landfill
Engineering and Design (Table C.1)
Wet months, I-PET>=0: AET =PET;
Dry months, I-PET<0:AET=PET +(I-PET-DST)
Dry months, I-PET<0: PERC = 0; Wet months, IPET>=0: PERC = (I-PET-DST)
Dry months, I-PET<0: PERC = 0; Wet months, IPET>=0: PERC = (I-PET-DST)
P = PERC+AET+DST+r/o
5.00
5.00
5.00
3.92
2.99
3.73
5.00
3.42
4.92
5.00
5.00
5.00
53.98
0.00
0.00
0.00
1.08
0.93
-0.74
-1.27
1.58
-1.50
-0.08
0.00
0.00
0.00
0
0
0
-0.09
1.05
1.77
1.69
0.23
0.12
0.00
0.00
0.00
4.78
0.00
0.00
0.00
-2.17
26.68
44.96
42.93
5.85
3.05
0.00
0.00
0.00
121.30
0.04
0.03
0.04
0
0
1.475
1.869
0
3.007
0.629
0.028
0.0315
7.14
0.91
0.04
1.016
0.00
0.69
0.03
0.762
0.00
0.93
0.04
1.016
0.00
0.00
-0.09
-2.286
0.00
0.00
0
0
0.00
37.47
0
0
0.00
47.47
0.179
4.5466
0.00
0.00
0
0
0.00
76.38
2.887
73.3298
0.00
15.98
0.629
15.9766
0.00
0.71
0.028
0.7112
0.00
0.80
0.0315
0.8001
0.00
181.33
3.7745
95.8723
0.01
Notes: Runoff Coefficient, C r/o = 0.95 for winter months (T<00C). For the growing season, C r/0 = 0.15 for silt and clay loam in aspen parkland.
The field capacity was estimated at 8 inches for the montly soil mositure storage by McBean et al. (1995). A conservative field capaicty of 5 inches was used in
the water balance.
H:\0305\Projects\5300688\R01 T02.xls
Summer potential evaptranspiration for Aspen Parkland from
Strong and Leggat (1992)
(mm
Add negative I-PET on a cummulative basis to obtain
cuumlative water loss. Note: Start the summation
with zero accumulated water loss for the last monthly
having I-PET>0.
ACC WL
Actual Evapotranspiration
of water)
Source
McBean, Rovers, and Rarquhar (1995). C.W. Thornthwaite and
J.R. Mather Instructions and Tables for Computing Potential
Evapotransipariton and the Water Balance (Table 16)
Calculation Check
FIGURES
Figure 1 – Site Location Plan
Figure 2 – Site Plan
Figure 3 – Gravel Pit Test Hole Locations
Figure 4 – Watershed Boundary and Recharge/Discharge Zones
Figure 5 – Groundwaters Users With Well Completed In The Aquifer
Figure 6 – Water Balance
SITE
LOCATION
1.25
1.25
APPENDIX A
ENVIRONMENTAL REPORT - GENERAL CONDITIONS
EBA Engineering Consultants Ltd. (EBA)
ENVIRONMENTAL REPORT – GENERAL CONDITIONS
This report incorporates and is subject to these “General Conditions”.
1.0
USE OF REPORT
This report pertains to a specific site, a specific
development, and a specific scope of work. It is not
applicable to any other sites, nor should it be relied
upon for types of development other than those to
which it refers. Any variation from the site or
proposed development would necessitate a
supplementary investigation and assessment.
This
report
and
the
assessments
and
recommendations contained in it are intended for the
sole use of EBA’s client. EBA does not accept any
responsibility for the accuracy of any of the data, the
analysis or the recommendations contained or
referenced in the report when the report is used or
relied upon by any party other than EBA’s client
unless otherwise authorized in writing by EBA. Any
unauthorized use of the report is at the sole risk of the
user.
This report is subject to copyright and shall not be
reproduced either wholly or in part without the prior,
written permission of EBA. Additional copies of the
report, if required, may be obtained upon request.
2.0
2.1
During the performance of the work and the
preparation of this report, EBA may have relied on
information provided by persons other than the client.
While EBA endeavours to verify the accuracy of
such information when instructed to do so by the
client, EBA accepts no responsibility for the accuracy
or the reliability of such information which may
affect the report.
3.0
The client, and any other party using this report with
the express written consent of the client and EBA,
also acknowledge that the conclusions and
recommendations set out in this report are based on
limited observations and testing on the subject site
and that conditions may vary across the site which, in
turn,
could
affect
the
conclusions
and
recommendations made.
The client acknowledges that EBA is neither
qualified to, nor is it making, any recommendations
with respect to the purchase, sale, investment or
development of the property, the decisions on which
are the sole responsibility of the client.
LIMITATION OF LIABILITY
The client recognizes that property containing
contaminants and hazardous wastes creates a high
risk of claims brought by third parties arising out of
the presence of those materials. In consideration of
these risks, and in consideration of EBA providing
the services requested, the client agrees that EBA’s
liability to the client, with respect to any issues
relating to contaminants or other hazardous wastes
located on the subject site shall be limited as follows:
(1)
With respect to any claims brought against
EBA by the client arising out of the provision
or failure to provide services hereunder shall
be limited to the amount of fees paid by the
client to EBA under this Agreement, whether
the action is based on breach of contract or
tort;
(2)
With respect to claims brought by third parties
arising out of the presence of contaminants or
hazardous wastes on the subject site, the client
agrees to indemnify, defend and hold harmless
EBA from and against any and all claim or
claims, action or actions, demands, damages,
penalties, fines, losses, costs and expenses of
every nature and kind whatsoever, including
solicitor-client costs, arising or alleged to arise
either in whole or part out of services provided
by EBA, whether the claim be brought against
EBA for breach of contract or tort.
LIMITATIONS OF REPORT
This report is based solely on the conditions which
existed on site at the time of EBA’s investigation.
The client, and any other parties using this report
with the express written consent of the client and
EBA, acknowledge that conditions affecting the
environmental assessment of the site can vary with
time and that the conclusions and recommendations
set out in this report are time sensitive.
Information Provided to EBA by Others
EBA Engineering Consultants Ltd. (EBA)
ENVIRONMENTAL REPORT – GENERAL CONDITIONS
4.0
JOB SITE SAFETY
8.0
NOTIFICATION OF AUTHORITIES
EBA is only responsible for the activities of its
employees on the job site and is not responsible for
the supervision of any other persons whatsoever. The
presence of EBA personnel on site shall not be
construed in any way to relieve the client or any other
persons on site from their responsibility for job site
safety.
The client acknowledges that in certain instances the
discovery of hazardous substances or conditions and
materials may require that regulatory agencies and
other persons be informed and the client agrees that
notification to such bodies or persons as required
may be done by EBA in its reasonably exercised
discretion.
5.0
9.0
DISCLOSURE OF INFORMATION BY
CLIENT
The client agrees to fully cooperate with EBA with
respect to the provision of all available information
on the past, present, and proposed conditions on the
site, including historical information respecting the
use of the site. The client acknowledges that in order
for EBA to properly provide the service, EBA is
relying upon the full disclosure and accuracy of any
such information.
6.0
STANDARD OF CARE
Services performed by EBA for this report have been
conducted in a manner consistent with the level of
skill ordinarily exercised by members of the
profession currently practicing under similar
conditions in the jurisdiction in which the services
are provided. Engineering judgement has been
applied in developing the conclusions and/or
recommendations provided in this report.
No
warranty or guarantee, express or implied, is made
concerning
the
test
results,
comments,
recommendations, or any other portion of this report.
7.0
OWNERSHIP OF INSTRUMENTS OF
SERVICE
The client acknowledges that all reports, plans, and
data generated by EBA during the performance of the
work and other documents prepared by EBA are
considered its professional work product and shall
remain the copyright property of EBA.
10.0 ALTERNATE REPORT FORMAT
Where EBA submits both electronic file and hard
copy versions of reports, drawings and other
project-related
documents
and
deliverables
(collectively termed EBA’s instruments of
professional service), the Client agrees that only the
signed and sealed hard copy versions shall be
considered final and legally binding. The hard copy
versions submitted by EBA shall be the original
documents for record and working purposes, and, in
the event of a dispute or discrepancies, the hard copy
versions shall govern over the electronic versions.
Furthermore, the Client agrees and waives all future
right of dispute that the original hard copy signed
version archived by EBA shall be deemed to be the
overall original for the Project.
EMERGENCY PROCEDURES
The client undertakes to inform EBA of all hazardous
conditions, or possible hazardous conditions which
are known to it. The client recognizes that the
activities of EBA may uncover previously unknown
hazardous materials or conditions and that such
discovery may result in the necessity to undertake
emergency procedures to protect EBA employees,
other persons and the environment.
These
procedures may involve additional costs outside of
any budgets previously agreed upon. The client
agrees to pay EBA for any expenses incurred as a
result of such discoveries and to compensate EBA
through payment of additional fees and expenses for
time spent by EBA to deal with the consequences of
such discoveries.
The Client agrees that both electronic file and hard
copy versions of EBA’s instruments of professional
service shall not, under any circumstances, no matter
who owns or uses them, be altered by any party
except EBA. The Client warrants that EBA’s
instruments of professional service will be used only
and exactly as submitted by EBA.
The Client recognizes and agrees that electronic files
submitted by EBA have been prepared and submitted
using specific software and hardware systems. EBA
makes no representation about the compatibility of
these files with the Client’s current or future software
and hardware systems.

Hydrogeological Assessment

Transcription

Similar documents

phd. thesis extreme hydrological phenomena in romanian plain