GolfNorth Properties Inc. Paris Grand Country Club 150 Paris Links

Transcription

GolfNorth Properties Inc.
Paris Grand Country Club
150 Paris Links Road
Paris, Ontario
Hydrogeology Study Report
Date: December 19, 2011
Ref. N°: 160-P041402-0302-HD-0001-0A
150 Paris Links Road,
Paris, Ontario
Hydrogeology Study
Prepared by:
Francois Chartier, M.Sc.
Groundwater Scientist
Reviewed by :
Dave S. Naylor, P.Eng.
Senior Consulting Engineer
353 Bridge Street East, Kitchener (Ontario) Canada N2K 2Y5 – T 519.741.1313 | F 519.741.5422 – www.lvm.ca
TABLE OF CONTENTS
INTRODUCTION ................................................................................................................................ 1
1 STUDY PROCEDURE .................................................................................................................. 2
1.1
1.2
1.2.1
1.3
1.4
1.4.1
1.4.2
Review of Previous Studies ................................................................................................ 2
Field Program...................................................................................................................... 2
Monitoring Well Installations ............................................................................................... 3
Laboratory Soil Testing ....................................................................................................... 3
Hydraulic Conductivity Testing............................................................................................ 3
Grain Size Analyses............................................................................................................ 4
Slug Testing ........................................................................................................................ 4
2 SUMMARIZED CONDITIONS ...................................................................................................... 6
2.1
2.2
2.3
2.4
2.4.1
2.5
Site Description ................................................................................................................... 6
Surface Water Features and Subwatersheds ..................................................................... 6
Physiography and Area Geology ........................................................................................ 7
Local Subsoil and Bedrock Conditions ............................................................................... 7
Hydraulic Conductivity – Overburden Soils ........................................................................ 7
Local Groundwater and Surface Water Conditions ............................................................ 8
3 POTENTIAL GROUNDWATER IMPACTS................................................................................... 9
3.1
3.2
Water Users ........................................................................................................................ 9
Surface water Features and Sensitive Areas ................................................................... 11
4 DISCUSSION AND RECOMMENDATIONS............................................................................... 12
4.1
4.1.1
4.1.2
4.2
Pre-Development Water Balance ..................................................................................... 12
Precipitation and Evapotranspiration ................................................................................ 12
Infiltration and Runoff ........................................................................................................ 13
Infiltration of Precipitation.................................................................................................. 13
5 SUMMARY .................................................................................................................................. 14
REFERENCES ................................................................................................................................. 16
160-P041402-0302-HD-0001-0A
H YD R O G EO L O G Y ST U D Y – PAR IS G R AN D C O U N TR Y C L U B, 1 5 0 PAR IS L IN KS R O AD , PAR IS, O N T AR IO
i
TABLE OF CONTENTS
Tables
Table 1: Range of hydraulic conductivity values per soil types ..........................................................................8
Appendices
Appendix 1
Tables
Appendix 2
Figures
Appendix 3
Borehole Logs
Appendix 4
Drawings
Appendix 5
MOE Water Well Records
Appendix 6
Slug Test Analyses (Hvorslev)
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Property and Confidentiality
“This engineering document is the work and property of LVM inc. and, as such, is protected under Copyright Law. It can only be used for the purposes
mentioned herein. Any reproduction or adaptation, whether partial or total, is strictly prohibited without having obtained LVM inc. and its client’s prior
written authorization to do so.
Test results mentioned herein are only valid for the sample(s) stated in this report.
LVM inc. subcontractors who may have accomplished work either on site or in laboratory are duly qualified as stated in our Quality Manual’s procurement
procedure. Should you require any further information, please contact your Project Manager.”
Client:
400 Golf Course Road
Conestogo, Ontario N0B 1N0
Attention: Mr. Shawn Evans
REVISION AND PUBLICATION REGISTER
Revision N°
Date
0A
2011-12-19
Modification And/Or Publication Details
Draft Report Issued
DISTRIBUTION
1 electronic copy
1 original
GSP Group Inc., Ms. Kendra Murphy
File
lm
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iii
INTRODUCTION
LVM inc. was retained by GolfNorth Properties Inc. through GSP Group Inc. to prepare a
hydrogeology study report for the proposed development of the Paris Grand Country Club property
in Paris, Ontario as shown on Drawing 1 of Appendix 4. This work was authorized by Ms. Kendra
Murphy of GSP Group Inc. following submission of a work plan and fee proposal.
The study area covers approximately 59 hectares. The proposed subdivision will be fully serviced
with municipal sewers and water supply.
The scope of work for this hydrogeology study included a review of available geological and
hydrogeological information for the study area, and a subsurface investigation to identify the
subsoil hydrogeological properties, groundwater conditions, hydraulic gradients, and the
relationship between groundwater and surface water features on-site and in proximity to the
property. An assessment of the pre-development site water balance; the potential for infiltration of
precipitation; and, the potential for impacts to shallow groundwater and surface water, are included
with this study.
The objectives of this report are to assess the geological and hydrogeological conditions beneath
the property, to calculate the pre-development site water balance, to identify water users and
sensitive areas in the vicinity of the property, and to identify potential impacts and provide
suggested mitigation measures.
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1
STUDY PROCEDURE
The study methodology involved a number of tasks, which included:
Review of topographic, geological, and hydrogeological mapping for the area, and the Ontario
Ministry of the Environment (MOE) Water Well Record (WWR) database;
Drilling of twenty boreholes, completed as 50 mm monitoring wells, for investigation of
subsurface stratigraphy and hydrogeology;
Installation of ten mini-piezometers near wetlands, and along the banks of Gilbert Creek, to less
than 2.5 m depth;
Collection of soil samples for moisture content analysis, and for particle size distribution analysis;
Performance of single response in-situ (slug) tests in the monitoring wells to determine hydraulic
conductivity values of the water-bearing deposits; and,
Measurement of groundwater levels to establish the horizontal gradient, flow direction, and
influence of nearby pumping wells.
1.1
REVIEW OF PREVIOUS STUDIES
Previous study of the property and surrounding area includes the following:
Gilbert Creek Subwatershed Study. Planning & Engineering Initiatives Ltd. File No. HE359A,
November 1999.
1.2
FIELD PROGRAM
The current field program involved the advancement of twenty boreholes to depths ranging from
1.52 to 13.41 m to identify the subsurface soil and groundwater conditions. The boreholes were
th
th
th
th
advanced in two drilling phases; from July 28 to August 5 , and from August 15 to 18 , 2011, by
Geo-Environmental Drilling Inc. under the full-time observation of a senior technician from LVM inc.
using a CME-75 track-mounted drillrig equipped with continuous flight hollow stem augers, at the
locations shown on the appended Drawing 2.
Soil samples were recovered from the boreholes at regular 0.75 and 1.50 m depth intervals using a
50 mm diameter split-spoon sampler in accordance with the Standard Penetration Test (SPT)
procedure (ASTM D1586). Soil samples obtained from the boreholes were submitted for moisture
content analysis and physical testing. The laboratory results for moisture content are included on the
borehole logs in Appendix 3.
The boreholes, mini-piezometers, and ground surface elevations were surveyed by West & Ruska
Ltd. and supplied to LVM in CAD format. It is understood that the elevations are related to a
geodetic datum.
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1.2.1
Monitoring Well Installations
During the borehole drilling program, monitoring wells were installed in the boreholes for
measurement of groundwater levels.
The 50 mm diameter monitoring wells were constructed by inserting slotted, Schedule 40 PVC well
screen and riser pipe into the open auger holes. Sand was added in order to place a filter pack
around the screen, until the level of the sand was approximately 300 mm above the top of the
screen. Bentonite seals were then placed above the sand pack to prevent the infiltration of surface
water. The tops of all the well riser pipes were vented to allow accurate measurement of stabilized
groundwater levels, and protective steel casings with lockable covers were concreted in place to
house each of the monitoring wells. Details of the monitoring well installations and soil and
groundwater conditions encountered are provided on the borehole logs included in Appendix 3.
All of the monitoring wells were constructed in accordance with Ontario Regulation 468/10
(formerly O. Reg. 903) as administered by the Ontario Ministry of the Environment (MOE). A well
record was submitted to the MOE based on the cluster system whereby one well record can be
submitted on behalf of an entire property. Provincial Site Cluster Tag Identification Number
A115228 was placed on the monitoring well at Borehole 12-11.
BH 02-11, 09-11, 10-11, and 16-11 were each accompanied by a second borehole, BH 2A-11,
9A-11, 10A-11, and 16A-11, drilled a short distance away. Nested monitoring wells were installed
in BH 01-11, BH 02A-11, 10A-11, 14-11, and 18-11, in order to measure vertical gradients in semiperched groundwater, where shallow silt till layers were encountered near the surface. The drilling
of BH 07-11 was terminated upon reaching boulders at approximately 5.94 mBGS, before
encountering shallow groundwater, and was not equipped as a monitoring well.
Measurements of stabilized groundwater levels in the monitoring wells and mini-piezometers on
th
th
site were collected on August 17 and 18 , 2011 with measurements summarized in Table 101 in
Appendix 1.
1.3
LABORATORY SOIL TESTING
All soil samples obtained during borehole drilling were returned to LVM laboratory facilities for
visual examination, with selected samples undergoing physical testing. The soil moisture content
test results obtained from borehole samples are plotted on the appended borehole logs, and grain
size analyses are plotted on Figures 1 to 5 in Appendix 2.
1.4
HYDRAULIC CONDUCTIVITY TESTING
Hydraulic conductivity estimates for the site soils were determined using two methods. The first
method is applicable to saturated soils at depth, and involves single response in-situ hydraulic
(slug) tests at monitoring wells.
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The second method involves a calculated estimation of hydraulic conductivity based on soil sample
grain size analysis using the Breyer, Hazen, simplified Hazen, and Kozeny-Carman formulae,
depending on the grain size distribution.
1.4.1
Grain Size Analyses
Hydraulic conductivity values of near-surface soil samples were evaluated empirically using the
particle size distribution test and the Breyer, Hazen, Kozeny-Carman, and simplified Hazen
1
formulae .
The particle size distribution analysis graphs are shown on the appended Figures 1 to 5, and the
Kozeny-Carman calculated conductivity values for the samples from the boreholes are presented in
the appended Table 102.
1.4.2
Slug Testing
Hydraulic conductivity estimates were determined for the saturated soils at depth using single
response slug tests for each monitoring well except for BH 07-11, 15-11, and 20-11. In total
seventeen slug tests were conducted over the whole project area.
Each monitoring well was developed prior to slug testing. Well purging was implemented to
remove silt and sand introduced into the well during construction and to remove fine soils from the
coarse sand pack placed around the outside of the well screen during construction.
The slug test procedure employs the hydrostatic time-lag method for groundwater recovery
following the introduction of a slug of known volume into a monitoring well, and makes use of the
theory of Hvorslev (1951), as described in Freeze and Cherry (1979). Hvorslev's method is
expressed by the following equation:
2
K = r ln (L/R)
2LT0
where:
K
=
hydraulic conductivity of the tested material (m/sec)
r
=
inner radius of the well riser pipe (m)
R
=
outer radius of the well riser pipe (m)
L
=
length of screen and sand pack (m)
1
It is noted that the Hazen, Breyer, and Kozenzy-Carman formulas are not intended for soils with effective grain size (D10 value) below
0.06 mm; however, they were used to provide estimated hydraulic conductivity values for the fine-grained soils encountered in the
boreholes. The estimated value correlates well with published hydraulic conductivity ranges (Freeze and Cherry, 1979) for the soil types
encountered.
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To =
time lag (sec), where (h-H)/(Ho-H) = 0.37
h
water level at each time of measurement (m)
=
Ho =
initial water level (m, start of test)
H
stabilized water level prior to introducing slug (m)
=
The time lag, T0, is defined as the time required for the water level to recover to the stabilized level
if the initial flow rate into the well is maintained. This time lag is determined graphically as the time
for which (H-h) divided by (H-H0) is equal to 0.37.
Slug test data was analyzed using Schlumberger Water Services Aquifer Test Version 4.2
software. Graphed results of the slug tests completed for the monitoring wells are presented in
Appendix 6. A summary of these hydraulic conductivity estimates is provided in the appended
Table 102.
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2
2.1
SUMMARIZED CONDITIONS
SITE DESCRIPTION
The GolfNorth property covers an area of approximately 59 hectares, and is located on the
northeastern edge of the Town of Paris, Ontario, and north of the Grand River. The property is
bordered to the north by an abandoned railway line, to the east by agricultural lands, to the south
by the Grand River and low density residential properties, and to the west by residential
subdivisions. The property is bisected by Paris Link Road in the east-west direction. Currently the
property encompasses the Paris Grand Country Club.
The property is surrounded by agricultural lands to the north and to the east, by wooded and
agricultural, and commercial land south of the Grand River, and by the Town of Paris to the west.
Gilbert Creek runs through the northern part of the property, flowing south-eastwards towards the
Grand River.
As shown on the appended Drawing 2, Grand River Conservation Authority (GRCA) delineated
wetlands are found on the property. These wetland areas are located along the banks of Gilbert
Creek, and in the south-western part of property near the Grand River. A non-GRCA delineated
wetland was identified in the north eastern corner of the property during the field surveys.
The original topography of the site was characteristic of a Kame topography, with irregular shaped
hills composed of sands, gravels and silt tills formed by retreating glaciers. However, this natural
landscape has been altered by prior aggregate extraction activities. Generally, the ground surface
slopes southwards towards the Grand River, ranging in elevation from approximately 244 mASL to
225 mASL. Crossing the property in a southwest-northeast direction is a topographical high
forming a ridge, approximately five meters higher than the surrounding ground. This ridge runs
from the southwest corner of the property, near the Grand River, northeast of the club house to the
northern limit of the property.
2.2
SURFACE WATER FEATURES AND SUBWATERSHEDS
The GolfNorth property falls within the Gilbert Creek Subwatershed and the Grand River
watershed. The central area of the property is drained by Gilbert Creek, while other areas drain to
the Grand River or to depressional lows. Runoff reaching wetlands ultimately recharges
groundwater.
The largest of the two GRCA-delineated wetlands is located in the south-western part of the
property, near the Grand River. The second wetland is found on the along the banks of Gilbert
Creek. A third wetland was identified during the field surveys in the northeastern corner of the
property, near BH 10-11, as shown in the appended Drawing 2. This wetland is not currently
delineated by the GRCA.
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Based on the groundwater level measurements in the mini-piezometers and the monitoring wells,
the wetlands are connected to the shallow overburden aquifer.
The appended Drawing 2 shows Grand River Conservation Authority (GRCA) delineated wetland
areas on, and in proximity to, the property.
2.3
PHYSIOGRAPHY AND AREA GEOLOGY
As shown on the appended Drawing 3 the Quaternary Geology Map of the Brantford Area (Karrow,
1972) indicates that the property is located primarily in an area of glacio-fluvial outwash deposits,
consisting of gravel and coarse sand deposits, with older Port Stanley Till and alluvial deposits in
the south western portion of the property near the banks of the Grand River.
The site is located on the Port Huron Moraine system, which forms the horseshoe-shaped region
that lies to the west of the highest part of the Niagara Escarpment. The local physiography of the
property has been altered by the past and present activities and was originally kame topography.
Part of this topography remains visible in certain areas of the property.
Beneath the overburden deposits at depths lies the Salina Formation argillaceous dolostone
bedrock.
2.4
LOCAL SUBSOIL AND BEDROCK CONDITIONS
The appended borehole logs show that the soil stratigraphy varies across the property, as
illustrated on the appended Drawings 4 and 5. Going in a west to east direction along cross
section A-A’, in the northwestern side of the property, topsoil is underlain by a layer of silt till,
overlying fine to coarse sand deposits. Along Gilbert Creek, underlying topsoil and fill, the granular
deposits become sand and gravel, underlain by a deposit of silt till. In the eastern part of the
property, north of Paris Links Road, topsoil and thin layers of silt are underlain by a thin coarse
sand, and sand and gravel deposit, overlying a clay till encountered between 2.7 and 5.7 mBGS.
As shown on cross section B-B’, following a north-south orientation, thick sand and gravel deposits
become thinner in the southern part of the property. There, topsoil is underlain by a silt till,
overlying a thin sand and gravel deposit. Below, a silt till was encountered ,extending from depths
of 2.1 to 8.8 mBGS, overlying a highly weathered grey limestone at the approximate elevation of
224.75 mASL, as shown in BH 19-11. BH 18-11 and BH 20-11 were terminated upon refusal, at
the approximate elevations of 224.5 mASL and 225.8 mASL respectively. The termination depths
are inferred to potentially represent approximately the bedrock contact in BH 18-11 and BH 20-11.
2.4.1
Hydraulic Conductivity – Overburden Soils
Hydraulic conductivity estimates determined by the various testing methods are summarized in the
appended Table 102, with graphical analyses of slug test data included in Appendix 6, and particle
size distribution graphs on Figures 1 to 5, in Appendix 2.
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The analyzed soil samples varied from gravelly sand to silt till, and characteristic hydraulic
conductivity values for both soil types were determined. The dolostone bedrock was tested only in
one location, at BH 19-11. Table 1 below shows the range and geometric mean of each soil types.
Table 1: Range of Hydraulic Conductivity Values Per Soil Types
Hydraulic conductivity (m/sec)
Soil types
Range
2.5
Geometric Mean
-8
-4
2.8 x 10
-9
-7
3.5 x 10
Sand deposits
6.6 x 10 to 9 x 10
Silt deposits
7.4 x 10 to 4 x 10
Dolostone Bedrock
6 x 10
-5
-8
-8
N/A
LOCAL GROUNDWATER AND SURFACE WATER CONDITIONS
The surficial overburden deposits consist principally of sand and gravel. The saturated lower
portion of this unit is referred to as the upper aquifer. Based on the Gilbert Creek Subwatershed
Study (November, 1999) the upper aquifer is interpreted to extend from the Grand River to
Charlie’s Creek on the west side of Paris. This aquifer consists of a glaciofluvial-glaciolacustrine
deposit which, north of the study area, supports the Gilbert Municipal Wellfield. This aquifer is the
principal source of groundwater discharge to Gilbert Creek, and its thickness varies from a few
meters to twenty meters.
The base of the upper aquifer consists of the Port Stanley Till which forms an impermeable layer or
aquitard. This aquitard overlays a discontinuous Intermediate unit, called the Catfish Creek Till,
which is a sandy, stony till with localized deposits of sand and gravel.
The underlying bedrock, the Salina Formation, is referred as to the lower aquifer. It consists of a
sequence of dolostone, shale and gypsum beds. This formation is fractured and possesses
solution features which can result in a very high transmissivity.
Based on the Gilbert Subwatershed study, the regional direction of groundwater flow is northwest
to southeast, in both the upper and lower aquifers. This direction of groundwater flow is confirmed
locally by the groundwater map on the appended Drawing 6, showing an average horizontal
gradient of 0.026 m/m.
Shallow groundwater beneath the GolfNorth property generally occurs in the granular deposits
prevalent across the site. Groundwater was encountered in overlying/underlying fine-grained
deposits, interlayered in some locations with silt tills, causing semi-perched groundwater
conditions.
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Across the site, the shallow water table was found between 0.50 m and 11.42 mBGS. The
groundwater level was measured 0.44 m above ground surface in BH 03-11, located along the
banks of Gilbert Creek.
Ten mini-piezometers were installed in proximity to the wetland areas at depths between 0.46
mBGS and 2.44 mBGS, as shown in the appended Drawing 2. The groundwater levels measured
inside the mini-piezometers show that the wetlands are connected to the shallow groundwater.
The soil lithology varied significantly and consisted of alternating silt, sand, sand and gravel, and
peat strata.
The main surface water features found on the property are Gilbert Creek, wetlands, and the Grand
River. The Gilbert Creek is a coldwater stream, as identified by the Ministry of the Environment
(MOE), which is spring fed and dependent on shallow groundwater.
Three wetlands are identified on the project site. Two of these have been delineated by the GRCA,
with one located along the banks of Gilbert Creek, and the second in the southwestern portion of
the property. A third wetland was identified during field work in the north eastern corner of the
property. Based on measured groundwater elevations in the monitoring wells and minipiezometers, the wetland located on the banks of Gilbert Creek is connected to groundwater. In
MP 08-11 and BH 03-11, groundwater elevations were measured 0.21 and 0.44 m above ground
surface, indicating an upward gradient and groundwater discharge along the banks of Gilbert
Creek.
The wetland located in the southwestern part of the property is a slope wetland, with groundwater
seepage occurring where the shallow groundwater table intersects ground surface. The
topography in this area forms a ridge which slopes towards the Grand River. Groundwater
elevations measured in MP 05-11 revealed upward gradients in this location.
3
3.1
POTENTIAL GROUNDWATER IMPACTS
WATER USERS
Well Records from the Ministry of the Environment (MOE) Water Well Record (WWR) Database
were reviewed to determine the number of wells present. One hundred and five wells are located
within an approximate radius of 500 m from the study area, according to the MOE WWR database,
with forty four wells screened in the overburden aquifer, twenty-nine wells screened in the bedrock
aquifer, and the remaining thirty-two with unknown completion details. A summary of the Water
Well records is included in Appendix 5.
It is noted that some wells on Drawing 7 are located in areas where the actual existence of a well is
unlikely; however, the MOE WWR coordinate data has been used in the absence of more reliable
information.
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The appended well records indicate that seventeen wells are abandoned; these wells have been
excluded from further consideration. Of the remaining eighty eight wells, forty-seven are used for
water supply, as shown on the appended Drawing 7; the other forty-one wells are test holes,
observations wells, etc. and are not supply wells. Wells screened in the overburden aquifer are
completed at depths of 3.04 to 14.02 m. According to the MOE Well Records, bedrock wells range
in depths from 9.14 to 39.93 m, with bedrock encountered in the various wells at depths ranging
from 9.45 to 35.97 m.
Logs from the MOE WWR Database indicate that the overburden is interlayered with thick layers of
clays that would act as effective aquitards in some locations. In other locations, the overburden
soils consist of mainly sand and gravel deposits without any clay interlayers. In these locations, the
overburden aquifer would be more susceptible to contamination infiltrating from the ground surface.
In most well logs, a thick layer of clay is found at the base of the overburden, overlying the bedrock
aquifer. This impermeable layer would act as an effective aquitard where present, protecting the
bedrock aquifer from potential contamination by the overburden aquifer. The bedrock aquifer used
by the water supply wells likely receives recharge primarily in the form of regional inputs, as
opposed to site-level infiltration. The wells completed at shallow depths into the overburden are
dependent on site level infiltration and regional inputs as well.
Grand River Source Protection Area mapping, as shown on the appended Drawing 8, indicates that
the GolfNorth property is located at the southern limit of the Well Protection Sensitivity Area
(WPSA) 8 of the Gilbert Wellfield. The WPSA 8 delineates the area outside the ten year time of
travel to the limit of the total area contributing water to municipal drinking-water supply well.
According the Gilbert Creek Subwatershed study, a well point and spring collector system at the
Gilbert Wellfield accounts for the primary water supply for the Town of Paris. Thirty-seven wells
are part of the Gilbert wellfield, and seven (P210, P211, P212, P213, P214, and P215) are large
diameter wells. They are screened in the overburden at depths of 6 to 13 m. Two bedrock wells
also exist, P28 and P29, and are assumed to be open holes as they do not have screen depths
indicated in the Water Well Records. One of the bedrock wells is completed to a depth of 33 m.
The bedrock wells produce water with elevated hardness and sulphate concentrations, and are
therefore only used as supplemental water sources.
It should be noted that ten private water supply wells are located on, or in proximity to, the property.
A water supply well used for irrigation is located inside the property (Well ID 10011851), and is
completed in bedrock at a depth of 81 mBGS. Of the remaining ten wells, two are located on the
property adjacent to the northern boundary of the GolfNorth Property. One of these wells is a
0.76 m diameter public well), and the other private well is a domestic water supply well; both of
these are overburden wells. A bedrock well, Well ID 10010945, is located downstream of the
property.
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Well ID 10009672 is a bedrock well, located south east of the property, on the right bank of the
Grand River. The remaining six wells are located south, on the left bank of the Grand River.
These wells are completed in bedrock and are for domestic use, except for Well ID 11315462
which is an overburden well and used for commercial purposes.
3.2
SURFACE WATER FEATURES AND SENSITIVE AREAS
As discussed previously in Section 2.5, surface water features on the property consist of Gilbert
Creek, three wetlands, and the Grand River. The Gilbert Creek watershed was identified by the
Ministry of Natural Resources as a coldwater stream which is spring fed; the total area of the
2
watershed is 4.7 km and extends north of the property. A large portion of the study area is located
inside the watershed of Gilbert Creek, with the remainder draining to the Grand River. The creek
enters the property at northern limit, and exits by Paris Links Road, then flows south to the Grand
River.
The three wetlands identified on the project site are connected to the overburden aquifer, and are
supported by it. The GRCA wetland located along the banks of Gilbert Creek is an expression of
the shallow overburden aquifer discharging into the Creek. The ecological state of the Creek is
dependent on the temperature, elevation, and quality of groundwater.
The second GRCA wetland located in the southern portion of the property is formed by the shallow
groundwater table intersecting the topography, which slopes towards the Grand River. The extent
of this slope wetland is directly dependent on the elevation of groundwater in this area.
The third wetland located in the north eastern portion of the property, results from a combination of
depression focussed run-off and high groundwater elevations in this area.
The wetlands located on the property have a direct hydraulic connection with the shallow
overburden aquifer. These wetlands are dependent on the local water balance between infiltration
levels and runoff conditions. They also conduct an ecological function for the area. Therefore, the
water balance of the property in this area should be maintained as pre-development conditions, in
order to maintain the current ecological and hydrogeological conditions at the wetlands.
Gilbert Creek was identified by the MOE as a Cold Water Stream, and therefore, the stormwater
management strategy implemented should be designed to prevent impacts on the thermal regime
of the Creek.
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4
DISCUSSION AND RECOMMENDATIONS
4.1
PRE-DEVELOPMENT WATER BALANCE
The water balance is an accounting of water in the hydrologic cycle. Precipitation (P) falls as rain
and snow. It can run off towards lakes and streams (R), infiltrate to the groundwater table (I), or
evaporate from surface water and vegetation (ET). When long-term average values of P, R, I, and
ET are used there is minimal or no net change to groundwater storage (∆S).
The annual water budget can be stated as;
P = ET + R + I + ∆S
where:
P
= Precipitation (mm/year)
ET = Evapo-transpiration (mm/year)
R = Runoff (mm/year)
I
= Infiltration (mm/year)
∆S = Change in groundwater storage (taken as zero) (mm/year)
4.1.1
Precipitation and Evapotranspiration
2
The average annual precipitation for the study area is taken as 892 mm/yr based on the closest
weather station, located in Brantford.
3
A general estimated evapotranspiration rate of 510 mm/yr is recommended, according to the
MOEE land development requirements.
2
From Canadian Climate Centre Normals, 1971-2000 Brantford MOE station.
3
From MOEE Hydrogeological Technical Information Requirements For Land Development Applications, April 1995.
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4.1.2
Infiltration and Runoff
The available water calculation was based on the evapotranspiration rate from the MOEE land
development requirements, which gives an average runoff plus infiltration target of 382 mm/year.
An infiltration rate of 250 was used, based on the local soil conditions found in the first meters
below ground surface through the drilling program. The difference between the total available
water and the infiltration is the runoff. Runoff drains to topographical lows, where it ponds, and
infiltrates. This additional infiltration from should be taken into account for the overall water
balance of the property.
The distribution of infiltration rates is expected to vary, based on a number of factors to be
considered as in any infiltration model. The most important variables include the saturated
hydraulic conductivity of surface soils, and slope, rainfall intensity, relative soil moisture at the start
of a rainfall event, and vegetative cover of the ground surface.
4.2
INFILTRATION OF PRECIPITATION
Hydraulic conductivity values of sub-surface soils within the study area were calculated using a
variety of methods. Based on the borehole stratigraphies, and gradation analyses completed
during this study, near-surface soils are typically sand and gravel, and coarse sands, covered by
topsoil; except in some discrete areas where silty till where found.
Localized infiltration rates will correspondingly vary with soil types, requiring appropriate methods
of infiltration to be used depending on the soil types encountered in specific areas of the site during
development. In areas where low permeability (silt/till) soils are present near the ground surface,
localized infiltration will not be possible.
At-source infiltration of precipitation from rooftops and other impervious surfaces, or infiltration
under roadways, will be possible where sandy soils exist at a suitable depth below final grade. In
areas where shallow groundwater exists below the proposed grade, it will limit the potential for the
infiltration of significant volumes of water without causing groundwater mounding and/or surface
ponding. Design of grading must consider shallow groundwater elevations to avoid the potential of
localized groundwater mounding from at-source infiltration impacting footings and foundations.
Since the pre-development infiltration rate is calculated using the existing near-surface soil types,
cutting and filling during grading operations must result in similar soil types being exposed at the
ground surface in order to maintain the calculated pre-development infiltration rate under postdevelopment conditions.
Additionally, as runoff drains to topographical lows and wetlands, these conditions should be
maintained by the stormwater management facilities. Levels of salt and other contaminants in
water being infiltrated must be considered; and appropriate mitigative measures, such as winter bypass of road runoff, should be implemented.
160-P041402-0302-HD-0001-0A
13
5
SUMMARY
The GolfNorth Property is underlain by a variety of soil types, consisting generally of deposits of
sand and gravel, interlayered with silts/tills. The original Kame topography has been modified by
aggregate extraction and the current land use.
Groundwater is typically found within the interlayered sand, sand and gravel deposits beneath the
property. The general flow gradient slopes towards the Grand River, to the southeast, and in
proximity to Gilbert Creek, shallow groundwater gradients are oriented towards the Creek. The
sandy deposits occurring at varying depths across the property are interpreted to be hydraulically
connected.
The GolfNorth property lies within the Gilbert Creek subwatershed and the Grand River watershed.
Gilbert Creek, wetlands, and the Grand River form the main surface water features on the property.
Based on the groundwater level measurements and the encountered stratigraphy, the wetlands are
connected to the shallow overburden aquifer. The wetland located on the banks of Gilbert Creek
exhibits slightly artesian conditions, which is an indication of groundwater discharge to the Creek.
These findings are consistent with the Gilbert Creek Subwatershed Study.
Numerous municipal and private water supply wells are found within 500 meters of the property,
screened in both the overburden and bedrock aquifers. The shallow overburden aquifer and the
bedrock aquifer are separated by a sequence of clay till that would act as an effective aquitard.
The shallow overburden aquifer is used by several water supply wells, spring collector and well
point systems located in the Gilbert Wellfield to the north of the property. Two private water supply
wells screened in the overburden are located between the property and the wellfield. All other
water supply wells located to the north of the Grand River are bedrock wells, one of which is used
for irrigation on the golf course.
The pre-development water balance indicates relatively high infiltration, which correlates with the
typically granular subsurface soils. Maintenance of pre-development infiltration levels will be
critical to ensure continued support of groundwater and surface water features, and support of the
wetland features and water users both on and off the property. A combination of at-source,
stormwater management, and other infiltration measures may be applied where subsurface soils
are adequately permeable and there is sufficient separation between groundwater and footing
elevations. Gilbert Creek is a coldwater stream; therefore, the stormwater management strategy
should be designed to prevent impacts to the thermal regime of the Creek.
It is important to consider that maintenance of surface water features and groundwater flux in each
of the subwatersheds on site will require spatial distribution of post-development infiltration to
match the pre-development catchment areas for each subwatershed. Additionally, runoff volumes
reaching the wetland areas must match pre-development conditions.
160-P041402-0302-HD-0001-0A
14
Measures to maintain the quality of water being infiltrated will also be important, as the infiltrated
water will find its way to the wetland areas, the Gilbert Creek, and the Grand River.
It is important to note that the investigation involves a sampling of the site gathered at specific test
hole locations and the conclusions in this report are based on this information gathered. The
subsurface conditions between and beyond the test holes may differ. Should subsurface
conditions be encountered which differ materially from those indicated at the test holes, we request
that we be notified in order to assess the additional information and determine whether or not
changes should be made as a result of the conditions.
We trust that this report is suitable for your present requirements and we thank GolfNorth
Properties and GSP Group Inc. for this opportunity to have provided hydrogeological engineering
services. If you have any questions or require further hydrogeological or geotechnical consultation,
please do not hesitate to contact our office.
160-P041402-0302-HD-0001-0A
15
REFERENCES
Chapman, L.J. and D.F. Putnam. 1984. The Physiography of Southern Ontario. 3rd ed. Ontario
Geological Survey Special Volume 2, Ontario Ministry of Natural Resources, Ontario, Canada.
Freeze, R.A. and J.A. Cherry. 1979. Groundwater. Englewood Cliffs, New Jersey: Prentice-Hall.
614pp.
The Ontario Ministry of the Environment and Energy. 1995. MOEE Hydrogeological Technical
Information Requirements for Land Development Applications.
160-P041402-0302-HD-0001-0A
16
Appendix 1
Tables
Table 101: Measured Groundwater Elevations
Table 102: Groundwater Elevations
TABLE 101
MEASURED GROUNDWATER ELEVATIONS
160 Paris Link Road
Paris, Ontario
160-P041402-0302-HD-0001-0A
Well Name
Ground Surface
Elevation (mASL)
Stickup (m)
X (UTM)
Y (UTM)
Aug 17/11, Depth
to WL (mBTOP)
Aug 17/11, WL
Elev. (mBGS)
Aug 17/11, WL
Elev. (mASL)
BH 01-11-U
246.16
0.84
550223
4784100
dry at 3.00
-
-
BH 01-11
246.16
0.79
550223
4784100
5.58
4.79
241.37
BH 02-11
240.74
0.77
550367
4784127
2.30
1.53
239.21
BH 02A-11-U
240.74
0.74
550367
4784127
2.37
1.63
239.11
BH 02A-11-L
240.74
0.70
550367
4784127
2.28
1.58
239.16
BH 03-11
239.05
0.74
550453
4784308
0.30
-0.44
239.49
BH 04-11
246.71
0.78
550617
4784149
12.20
11.42
235.29
BH 05-11
241.33
0.55
550665
4784162
8.37
7.82
233.51
BH 06-11
251.25
0.76
550567
4784390
10.32
9.56
241.69
BH 07-11
-
-
-
-
-
-
(5)
BH 08-11
244.96
0.78
551046
4784754
4.90
4.12
240.84
BH 09-11
245.05
0.82
550914
4784587
1.83
1.01
244.04
BH 09A-11
245.16
1.01
550914
4784587
1.96
0.95
244.21
BH 10-11
239.45
0.72
551055
4784588
2.15
1.43
238.02
BH 10A-11-U
239.56
0.88
551055
4784588
2.35
1.47
238.09
BH 10A-11-L
239.56
0.84
551055
4784588
2.29
1.45
238.11
BH 11-11
245.44
0.70
550886
4784339
9.65
8.95
236.49
BH 12-11
240.92
0.75
550982
4784231
6.00
5.25
235.67
BH 13-11
239.22
0.80
551228
4784363
4.10
3.30
235.92
BH 14-11
242.89
0.68
550324
4783918
3.68
3.00
239.89
BH 14-11-U
242.89
0.72
550324
4783918
3.73
3.01
239.88
BH 15-11
251.32
0.70
550385
4783703
dry at 12.70
-
-
BH 16-11
238.59
0.73
550580
4783977
1.26
0.53
238.06
BH 16A-11
238.52
0.70
550580
4783977
1.20
0.50
238.02
BH 17-11
242.92
0.80
550465
4783912
5.15
4.35
238.57
BH 18-11-U
236.12
0.86
550682
4783950
dry at 3.55
-
-
BH 18-11-M
236.12
0.77
550682
4783950
7.90
7.13
228.99
BH 18-11-L
236.12
0.80
550682
4783950
10.31
9.51
226.61
BH 19-11
233.59
0.79
550616
4783839
8.50
7.71
225.88
BH 20-11
230.71
0.85
550710
4783782
dry at 5.70
-
-
Table 101
TABLE 101
MEASURED GROUNDWATER ELEVATIONS
160 Paris Link Road
Paris, Ontario
MiniPiezometer
Name
MP 01-11-in
MP 01-11-out
MP 02-11-in
MP 02-11-out
MP 03-11-in
MP 03-11-out
MP 04-11-in
MP 04-11-out
MP 05-11-in
MP 05-11-out
MP 06-11-in
MP 06-11-out
MP 07-11-in
MP 07-11-out
MP 08-11-in
MP 08-11-out
MP 09-11-in
MP 09-11-out
MP 10-11-in
MP 10-11-out
Ground Surface
Elevation (mASL)
Stickup
(m)
X (UTM)
Y (UTM)
Aug 18/11, Depth
to WL (mBTOP)
Aug 18/11, WL
Elev. (mBGS)
Aug 18/11, WL
Elev. (mASL)
233.31
233.31
226.03
226.03
235.9
235.9
236.78
236.78
237.63
237.63
238.2
238.2
237.74
237.74
236.15
236.15
237.07
237.07
238.68
238.68
1.5
1.5
0.95
0.95
1.77
1.77
1.78
1.78
1.47
1.47
1.6
1.6
1.72
1.72
1.29
1.29
1.51
1.51
0.68
0.68
550591
550591
550573
550573
550605
550605
550563
550563
550487
550487
550466
550466
550501
550501
550594
550594
550651
550651
551057
551057
4783829
4783829
4783715
4783715
4783975
4783975
4783911
4783911
4783765
4783765
4784304
4784304
4784242
4784242
4784196
4784196
4784191
4784191
4784625
4784625
1.66
dry
2.20
dry
1.78
dry
1.83
muddy
1.42
muddy
1.69
dry
1.88
dry
2.00
1.30
2.38
dry
1.56
dry
0.16
1.25
0.01
0.05
-0.05
0.09
0.16
0.71
-0.21
0.87
0.88
-
233.15
224.78
235.89
236.73
237.68
238.11
237.58
235.44
237.28
236.20
237.80
-
Notes:
1. mBTOP = meters below top of pipe.
2. mBGS = meters below ground surface.
3. mASL = meters above sea level.
4. WL = Water Level
5. BH 07-11 encountered large boulders, and was terminated before reaching the water table.
6. XXXX = Water elevation above ground surface
160-P041402-0302-HD-0001-0A
Table 101
TABLE 102
HYDRAULIC CONDUCTIVITY ESTIMATES
150 Paris Links Road
Paris, Ontario
Coordinates
BH
Name
Ground
Elevation
mASL
Eastings
BH 01-11
246.16
BH 02-11
240.74
Grain Size Analyses - Kozeny &Carman Method
Slug Tests - Hvorslev Method
Northings
Groundwater
Elevations
mASL
Soil description
Top
Bot
Hydraulic
Conductivity
(m/sec)
Soil description
Top
Bot
550 223
4 784 100
241.37
Clayey SILT
243.91
243.46
NA
SAND
240.04
238.54
550 367
4 784 128
239.21
SAND
244.66
243.46
2.5 x 10
-4
SILT AND SAND
240.36
240.06
-5
SAND AND GRAVEL
243.91
242.41
-5
SAND AND GRAVEL
233.56
232.96
-4
SAND AND GRAVEL
239.11
237.61
-9
SAND AND GRAVEL
235.96
234.46
BH 03-11
239.05
550 453
4 784 308
239.49
SAND AND GRAVEL
244.66
243.46
1.8 x 10
BH 04-11
246.71
550 617
4 784 149
235.29
GRAVEL AND SAND
235.56
233.36
8.9 x 10
BH 05-11
BH 06-11
241.33
251.25
550 665
550 567
4 784 162
4 784 390
233.51
241.69
BH 07-11
Sandy GRAVEL
Sandy SILT
Sandy GRAVEL
243.91
235.56
243.16
242.71
234.96
241.16
1.4 x 10
7.5 x 10
-5
7.4 x 10
240.46
1.50 x 10
-9
SILT TILL
241.66
240.16
4.50 x 10 (4)
-4
SAND AND GRAVEL
243.31
241.81
2.50 x 10
-4
SAND
235.76
235.06
2.50 x 10
-4
SAND
240.31
238.81
7.00 x 10
-5
SAND AND GRAVEL
242.41
240.91
2.00 x 10
-6
SAND
240.49
238.99
-6
SAND
235.66
234.16
1.50 x 10
Dry
-8
SAND AND GRAVEL
243.16
240.16
9.00 x 10
-6
SAND
240.16
238.66
2.50 x 10
-8
SAND AND GRAVEL
235.26
234.76
9.00 x 10
-8
BEDROCK
237.16
236.41
-7
SAND AND GRAVEL
241.66
241.36
6.00 x 10
Dry
4 784 754
240.84
SAND AND GRAVEL
241.66
241.46
7.8 x 10
BH 09-11
245.05
550 914
4 784 587
244.04
Sandy, Gravelly SILT
241.66
241.21
7.4 x 10
BH 10-11
239.45
551 055
4 784 588
238.02
Gravelly SAND
243.16
242.71
2.2 x 10
BH 11-11
245.44
550 886
4 784 339
236.49
SAND
237.16
236.56
2.7 x 10
BH 12-11
240.92
550 982
4 784 231
235.67
Gravelly SAND
240.16
239.71
1.4 x 10
BH 13-11
239.22
551 228
4 784 363
235.92
SAND AND GRAVEL
241.66
241.36
7.8 x 10
BH 14-11
242.89
550 324
4 783 918
239.89
Silty SAND
240.16
239.66
1.8 x 10
BH 15-11
251.32
550 385
4 783 703
SAND AND GRAVEL
234.16
233.86
6.6 x 10
4 783 977
238.06
Silty SAND
243.91
242.71
-4
241.96
551 046
550 580
NA (3)
SAND AND GRAVEL
244.96
238.59
-4
4.50 x 10
-6
1.20 x 10
-6
5.50 x 10
-6
1.20 x 10
-7
9.50 x 10
-6
8.00 x 10
-6
BH 08-11
BH 16-11
Hydraulic
Conductivity
(m/sec)
6.9 x 10
BH 17-11
242.92
550 465
4 783 912
238.57
Silty SAND
240.16
239.71
8.4 x 10
BH 18-11
236.12
550 682
4 783 950
226.61
Silty SAND
235.66
235.21
6.6 x 10
BH 19-11
233.59
550 616
4 783 839
225.88
Silty SAND
237.16
236.86
6.6 x 10
BH 20-11
230.71
550 710
4 783 782
230.71
SAND AND GRAVEL
243.16
243.01
2.6 x 10
-4
-5
-5
-4
-6
-4
-7
-5
-4
-8
Notes:
1. TOP = Top of interval tested.
2. BTOP = Bottom of interval tested.
3. BH 07-11 encountered large boulders, and was terminated before reaching the water table.
4. BH 09-11 – the result of slug test is not representative of soil type. This could be due to the cave that formed above the sand pack
5. Water level above ground surface.
160-P041402-0302-HD-0001-0A
Table 102
Appendix 2
Figures
Figures 1 to 5: Particle Size Distribution Analyses
UNIFIED SOIL CLASSIFICATION
COARSE
SAND
FINE
COARSE
U.S. SIEVE SIZE IN MILLIMETRES
PERCENT PASSING BY WEIGHT
75
37.5 22.416 9.5
MEDIUM
SILT OR CLAY
FINE
U.S. STANDARD SIEVE No.
#4
#8
HYDROMETER
#16 #30 #50 #100 #200
100
0
90
10
80
20
70
30
60
40
50
50
40
60
30
70
20
80
10
90
0
100
10
1
0.1
0.01
100
0.001
GRAIN SIZE IN MILLIMETRES
PROJECT Paris Grand Country Club
LOCATION 150 Paris Links Road, Paris, Ontario
JOB NO.
P041402
CURVE BOREHOLE/ SAMPLE DEPTH
(m)
TEST PIT
NO.
SOIL DESCRIPTION
ID
BH01-11
BH03-11
BH04-11
BH05-11
BH02-11
3
2,3
8,9
3,4
5
2.29-2.74 Clayey SILT, trace Sand
1.52-2.74 SAND AND GRAVEL, trace Silt
10.67-12.80 SAND AND GRAVEL, trace Silt
2.29-3.51 Sandy GRAVEL, some Silt
4.57-5.03 SAND, some Silt, trace Gravel and Clay
REMARKS
Naylor Engineering Associates Ltd.
CONSULTING ENGINEERS
Figure No. 1
PERCENT RETAINED BY WEIGHT
GRAVEL
COBBLES
COARSE
SAND
FINE
COARSE
75
37.5 22.416 9.5
MEDIUM
SILT OR CLAY
FINE
#4
#8
HYDROMETER
#16 #30 #50 #100 #200
100
0
90
10
80
20
70
30
60
40
50
50
40
60
30
70
20
80
10
90
0
100
10
1
0.1
0.01
100
0.001
JOB NO.
P041402
(m)
TEST PIT
NO.
SOIL DESCRIPTION
ID
BH06-11
BH07-11
BH08-11
BH09-11
BH10-11
5
3,4
5
5
3
10.67-11.12 Sandy SILT, some Clay
3.05-5.03 Sandy GRAVEL, trace Silt
4.57-4.72 SAND AND GRAVEL, trace Silt and Clay
4.57-5.03 Sandy SILT, some Clay and Gravel
3.05-3.51 Gravelly SAND, trace Silt and Clay
REMARKS
Figure No. 2
GRAVEL
COBBLES
COARSE
SAND
FINE
COARSE
75
37.5 22.416 9.5
MEDIUM
SILT OR CLAY
FINE
#4
#8
HYDROMETER
#16 #30 #50 #100 #200
100
0
90
10
80
20
70
30
60
40
50
50
40
60
30
70
20
80
10
90
0
100
10
1
0.1
0.01
100
0.001
JOB NO.
P041402
(m)
ID
TEST PIT
NO.
SOIL DESCRIPTION
BH11-11
BH12-11
BH13-11
4
4
2
9.14-9.60 SAND, trace Gravel and Silt
6.20-6.55 SAND, some Gravel, trace Silt
REMARKS
Figure No. 3
GRAVEL
COBBLES
COARSE
SAND
FINE
COARSE
75
37.5 22.416 9.5
MEDIUM
SILT OR CLAY
FINE
#4
#8
HYDROMETER
#16 #30 #50 #100 #200
100
0
90
10
80
20
70
30
60
40
50
50
40
60
30
70
20
80
10
90
0
100
10
1
0.1
0.01
100
0.001
JOB NO.
P041402
(m)
ID
NO.
TEST PIT
SOIL DESCRIPTION
BH14-11
BH15-11
BH16-11
BH17-11
5
10
5
6
6.20-6.55 SAND, some Silt, trace Gravel and Clay
2.29-3.51 Silty SAND, trace Gravel and Clay
6.10-6.55 SAND, some Silt, trace Clay
REMARKS
Figure No. 4
GRAVEL
COBBLES
COARSE
SAND
FINE
COARSE
75
37.5 22.416 9.5
MEDIUM
SILT OR CLAY
FINE
#4
#8
HYDROMETER
#16 #30 #50 #100 #200
100
0
90
10
80
20
70
30
60
40
50
50
40
60
30
70
20
80
10
90
0
100
10
1
0.1
0.01
100
0.001
JOB NO.
P041402
(m)
ID
SOIL DESCRIPTION
TEST PIT
NO.
BH18-11
BH19-11
BH20-11
9
8
3
10.67-11.12 Silty SAND, some Gravel, trace Clay
9.14-9.45 Silty SAND, some Gravel, trace Clay
3.05-3.20 SAND AND GRAVEL, some Silt, trace Clay
REMARKS
Figure No. 5
GRAVEL
COBBLES
Appendix 3
Borehole Logs
List of Abbreviations
Boreholes BH 01-11 to 20-11
Mini-Piezometers MP 01-11 to 10-11
LIST OF ABBREVIATIONS
The abbreviations commonly employed on the borehole logs, on the figures, and in the text of the report, are as follows:
Sample Types
AS
CS
RC
SS
TW
WS
auger sample
chunk sample
rock core
split spoon
thin-walled, open
wash sample
Soil Tests and Properties
SPT
UC
FV
ø
γ
wp
w
wl
IL
Ip
PP
Standard Penetration Test
unconfined compression
field vane test
angle of internal friction
unit weight
plastic limit
water content
liquid limit
liquidity index
plasticity index
pocket penetrometer
Penetration Resistances
Dynamic Penetration
Resistance
The number of blows by a 63.5 kg (140 lb.) hammer dropped 0.76 m (30 in.) required
to drive a 50 mm (2 in.) diameter 60 º cone a distance 0.30 m (12 in.).
The cone is attached to 'A' size drill rods and casing is not used.
Standard
Penetration
Resistance, N
(ASTM D1586)
The number of blows by a 63.5 kg (140 lb.) hammer dropped 0.76 m (30 in.) required
to drive a standard split spoon sampler 0.30 m (12 in.)
WH
sampler advanced by static weight of hammer
PH
sampler advanced by hydraulic pressure
PM
sampler advanced by manual pressure
Soil Description
Cohesionless Soils
Relative Density (Dr)
Very Loose
Loose
Compact
Dense
Very Dense
Cohesive Soils
Consistency
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Soft
Firm
Stiff
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Hard
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30 to 50
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20 to 40
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25 to 50
50 to 100
100 to 200
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Mini-Piezometer Number: 01-11
Ground Elevation: 233.31 m
Project: Paris Grand Country Club
Job No.: P041402-301
Location: 150 Paris Links Road, Paris, Ontario
Drill Date: 2011-08-17
SOIL PROFILE
SAMPLE
Dynamic Cone
Shear Strength (PP) kPa
20 40 60 80
50 100 150 200
0.00
Ground Elevation
N-Value
Type
Number
Elevation (m)
Description
Symbol
Depth (m)
WP
WL
Water Content (%)
Groundwater Observations
and Standpipe Details
Standard Penetration Shear Strength (FV) kPa
20 40 60 80
50 100 150 200
10
20
30
233.31
TOPSOIL:
dark brown silt, trace sand,
organics, wet
SILT:
bentonite seal
233.00
grey clayey silt, WTPL
50 mm pipe
sand pack
0.6 m slotted screen
1.00
Mini-piezometer terminated at
1.22 m.
Groundwater seepage
encountered at 0.05 m.
232.00
2.00
231.00
Reviewed by: FChartier/CHelmer
Field Tech.: DSouter
Drill Method:
Sheet: 1 of 1
Notes:
Drafted by: KStaples
Job No.: P041402-301
SOIL PROFILE
SAMPLE
Dynamic Cone
20 40 60 80
50 100 150 200
0.00
Ground Elevation
N-Value
Type
Number
Elevation (m)
Description
Symbol
Depth (m)
WP
WL
Water Content (%)
20 40 60 80
50 100 150 200
10
20
30
226.03
TOPSOIL:
dark brown silt, trace sand,
moist
native backfill
50 mm pipe
PEAT:
dark brown fibrous peat, moist
1.00
225.00
bentonite seal
SILT:
brown to dark brown silt, some
clay, trace sand and gravel,
saturated
native backfill
2.00
224.00
Groundwater seepage
2.44 m.
Drill Method:
Sheet: 1 of 1
Notes:
Job No.: P041402-301
SOIL PROFILE
SAMPLE
Dynamic Cone
20 40 60 80
50 100 150 200
0.00
Ground Elevation
N-Value
Type
Number
Elevation (m)
Description
Symbol
Depth (m)
WP
WL
Water Content (%)
20 40 60 80
50 100 150 200
10
20
30
235.90
SILT:
native cave and backfill
dark brown and black
organic silt and wet plant
decay, saturated
50 mm pipe
235.00
1.00
Water level at
0.91 m on very dense sand
and gravel.
ground surface.
234.00
2.00
Drill Method:
Sheet: 1 of 1
Notes:
Job No.: P041402-301
SOIL PROFILE
SAMPLE
Dynamic Cone
20 40 60 80
50 100 150 200
0.00
Ground Elevation
N-Value
Type
Number
Elevation (m)
Description
Symbol
Depth (m)
WP
WL
Water Content (%)
20 40 60 80
50 100 150 200
10
20
30
236.78
SILT:
native backfill
dark brown organic silt, some
peat, saturated
bentonite seal
brown to brown/grey silt,
some clay and sand,
saturated
50 mm pipe
236.00
1.00
sand pack
Groundwater seepage
1.52 m.
Major seepage
235.00
2.00
Drill Method:
Sheet: 1 of 1
Notes:
Job No.: P041402-301
SOIL PROFILE
SAMPLE
Dynamic Cone
20 40 60 80
50 100 150 200
0.00
Ground Elevation
N-Value
Type
Number
Elevation (m)
Description
Symbol
Depth (m)
WP
WL
Water Content (%)
20 40 60 80
50 100 150 200
10
20
30
237.63
SILT:
dark brown silt, some topsoil,
gravel and sand, saturated
bentonite seal
50 mm pipe
SAND:
native cave
237.00
brown silty sand, trace gravel,
saturated
1.00
Groundwater seepage
1.22 m.
236.00
2.00
235.00
Drill Method:
Sheet: 1 of 1
Notes:
Job No.: P041402-301
SOIL PROFILE
SAMPLE
Dynamic Cone
20 40 60 80
50 100 150 200
0.00
Ground Elevation
N-Value
Type
Number
Elevation (m)
Description
Symbol
Depth (m)
WP
WL
Water Content (%)
20 40 60 80
50 100 150 200
10
20
30
238.20
TOPSOIL:
dark brown silt, trace sand
and gravel, moist
bentonite seal
238.00
50 mm pipe
SAND:
brown silty sand, trace gravel,
saturated
native cave
1.00
237.00
Groundwater seepage
1.22 m.
2.00
236.00
Drill Method:
Sheet: 1 of 1
Notes:
Job No.: P041402-301
SOIL PROFILE
SAMPLE
Dynamic Cone
20 40 60 80
50 100 150 200
0.00
Ground Elevation
N-Value
Type
Number
Elevation (m)
Description
Symbol
Depth (m)
WP
WL
Water Content (%)
20 40 60 80
50 100 150 200
10
20
30
237.74
PEAT:
dark brown fibrous peat,
saturated
bentonite seal
50 mm pipe
native cave
237.00
SAND AND GRAVEL:
brown silty sand and gravel,
saturated
1.00
Groundwater seepage
1.07 m.
236.00
2.00
235.00
Drill Method:
Sheet: 1 of 1
Notes:
Job No.: P041402-301
SOIL PROFILE
SAMPLE
Dynamic Cone
20 40 60 80
50 100 150 200
0.00
Ground Elevation
N-Value
Type
Number
Elevation (m)
Description
Symbol
Depth (m)
WP
WL
Water Content (%)
20 40 60 80
50 100 150 200
10
20
30
236.15
SILT:
dark brown organic silt, some
sand, saturated
236.00
native seal ?????
50 mm pipe
1.00
235.00
native cave
2.00
234.00
Groundwater seepage
2.44 m.
Drill Method:
Sheet: 1 of 1
Notes:
Job No.: P041402-301
SOIL PROFILE
SAMPLE
Dynamic Cone
20 40 60 80
50 100 150 200
0.00
Ground Elevation
N-Value
Type
Number
Elevation (m)
Description
Symbol
Depth (m)
WP
WL
Water Content (%)
20 40 60 80
50 100 150 200
10
20
30
237.07
TOPSOIL:
bentonite seal
dark brown silt, trace sand
and gravel, moist
50 mm pipe
SILT:
dark brown clayey silt, WTPL
sand pack
native cave
SAND:
1.00
brown silty sand, some gravel,
saturated
236.00
Minor groundwater
1.22 m.
seepage encountered
at 0.46 m.
Groundwater seepage
2.00
235.00
Drill Method:
Sheet: 1 of 1
Notes:
Job No.: P041402-301
SOIL PROFILE
SAMPLE
Dynamic Cone
20 40 60 80
50 100 150 200
0.00
Ground Elevation
N-Value
Type
Number
Elevation (m)
Description
Symbol
Depth (m)
WP
WL
Water Content (%)
20 40 60 80
50 100 150 200
10
20
30
233.31
TOPSOIL:
bentonite seal
dark brown silt, some sand,
trace gravel, moist
SAND AND GRAVEL:
dense brown silty sand and
gravel, saturated
native cave
233.00
Groundwater seepage
0.46 m.
1.00
232.00
2.00
231.00
Drill Method:
Sheet: 1 of 1
Notes:
Appendix 4
Drawings
Drawing 1: Location Plan
Drawing 2: Site Plan
Drawing 3: Geological Map
Drawing 4: Cross Section A - A’
Drawing 5: Cross Section B – B’
Drawing 6: Groundwater Contour Map
Drawing 7: MOE WWR
Drawing 8: Regional Municipality of Waterloo Wellhead Protection Sensitivity Area
10 cm
0
1
2
3
4
5
SITE
LEGEND:
GRCA WETLAND
NOTES :
1-REFERENCES : GRAND RIVER CONSERVATION
AUTHORITY, 2010 aerial photography (2011).
0
200
400
600
800
1000 m
SCALE 1:20000
Project
150 Paris Links Road, Paris, Ontario
Title
01 of 08
01247294
10A0.8,
A2/6.8)623+*0010G+0D/.H-+)1I
ED.D:D0F/E00021/*+0D/.
B/20C/101/*+0D/.
0124562
4
J
J
JK
0124
2
6
0124
529
0124
8259
+::2/TDE+00+20+/3./.1A2*+
801D.0+0084001+.8)
./00),
61203020.*0),*
40)05266)7+10829
:;<=>?@A66
9
46616145
0124
26
0124
264
0124726
0124
27
0124
824
0124
265
0124
925
0124
259
0124
28
0124
8254
0124727
*2/)))0*0D/.
2>L>;@<8;MNOPQR5MPS
+::2/TDE+00+20+/3A2*+4001+.8)
012442
0124
2
012474289
0124727
0124726
U
UK
012456245
!"#$!%&'!'(#
01247294
012475277
01247525
0124
9275
01247526
VWXYZ[\]^_àYb]^[YcỲd̀efg̀hijj
5 6 65)*+106,7
0124
9244
0124
925
0124
828
01247729
JK
10 cm
5
4
3
0
1
2
SITE
NOTES :
1-REFERENCES : DEPARTMENT OF MINES AND NORTHERN AFFAIRS, Ontario
Geologic Survey Map 2240, Pleistocene Geology of the Brantford Area, 1972
0
500
1000
1500 2000 m
SCALE 1:50000
Project
Title
03 of 08
10 cm
A (West)
A' (East)
254
254
252
252
5
BH-06-11
250
248
248
3
4
250
BH-01-11
246
246
BH-11-11
BH-09-11
1
0
244
244
DRY
242
242
BH-02-11
BH-03-11
240
238
238
236
236
234
234
232
232
0
50
100
150
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
DISTANCE (m)
Project
LEGEND:
240
BH-10-11
SILT
CLAY TILL
FILL
SAND
SILT AND SAND
TOPSOIL
SAND AND GRAVEL
UNSAMPLED
PEAT
SILT TILL
WATER LEVEL
NOTES:
Groundwater measurements taken on 2011-08-17. Seasonal
fluctuations in groundwater levels would be expected.
The inferred stratigraphy shown on this cross-section is based
on the subsurface stratigraphy contacted at the Boreholes. The
subsurface conditions between the Boreholes will vary.
Title
950
1000
1050
1100
1150
1200
ELEVATION m)
ELEVATION m)
2
BH-08-11
10 cm
B (South)
B' (North)
252
BH-06-11
252
250
250
248
248
5
BH-04-11
246
244
244
242
242
2
3
4
246
1
0
240
BH-16-11
238
238
BH-18-11
236
234
BH-19-11
236
234
DRY
232
232
BH-20-11
230
230
228
228
226
226
224
224
222
222
0
50
100
150
200
250
300
350
400
450
500
550
600
650
DISTANCE (m)
Project
LEGEND:
NOTES:
SILT
CLAY TILL
FILL
SAND
SILT AND SAND
Groundwater measurements taken on 2011-08-17. Seasonal
fluctuations in groundwater levels would be expected.
TOPSOIL
SAND AND GRAVEL
WATER LEVEL
PEAT
SILT TILL
The inferred stratigraphy shown on this cross-section is based
on the subsurface stratigraphy contacted at the Boreholes. The
subsurface conditions between the Boreholes will vary.
Title
700
750
ELEVATION m)
ELEVATION m)
240
10 cm
EL. 246.16
EL. 244.96
EL. 251.25
EL. 239.05
EL. 238.20
EL. 245.16
EL. 245.05
EL. 237.74
EL. 240.74
EL. 238.68
EL. 240.74
EL. 239.56
5
EL. 239.45
4
EL. 236.15
EL. 245.44
3
EL. 242.89
1
2
EL. 246.71
EL. 238.59
0
EL. 238.52
EL. 240.92
EL. 235.90
EL. 236.78
EL. 239.22
EL. 236.12
EL. 251.32
EL. 237.63
EL. 233.31
EL. 233.59
EL. 226.03
EL. 230.71
0
50
100
SCALE 1:4000
Project
LEGEND:
BOREHOLE LOCATION
GROUNDWATER CONTOUR
November 2011
MINI PIEZOMETER LOCATION
EL. 240.92
GROUND SURFACE ELEVATION (mASL)
NOTES :
1-REFERENCES : C WEST & RUUSKA LTD., Project
G110063, 2011-10-25
Title
150 m
10 cm
4
5
GILBERT WELL FIELD
0
1
2
3
SITE
LEGEND:
MOE WATER WELL RECORD - Overburden
MOE WATER WELL RECORD - Bedrock
NOTES :
0
200
400
600
800
1000 m
SCALE 1:20000
Project
Title
07 of 08
10 cm
4
5
GILBERT WELL FIELD
0
1
2
3
SITE
INITIAL VULNERABILITY SCORE - 10
LEGEND:
NOTES :
0
200
400
600
800 1000 m
SCALE 1:20000
Project
Title
08 of 08
Appendix 5
MOE Water Well
Records
As of November 29, 2011
Well Computer Print Out Data as of November 29 2011
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
BRANTFORD TOWNSHIP
()
17 549449
4784931W
2010/09
7190
02
SOUTH DUMFRIES TOWNS
CON 01(025)
17 551604
4784043W
1952/08
4801
06 06
CON 01(025)
17 551992
4784197W
1987/08
4207
06 06
CON 01(025)
17 551834
4784133W
1957/06
4801
04 04
CON 01(025)
17 551774
4784093W
1960/03
2414
04 04
CON 01(025)
17 551814
4784093W
1973/10
4801
04
CON 01(025)
17 552054
4784263W
1951/11
4801
06 06
CON 01(025)
17 551979
4784203W
1953/04
4801
04 04
06
CON 01(027)
17 551348
4783220W
1990/12
3428
06
CON 01(027)
17 551160
4783165W
1990/12
3428
06 06
CON 01(027)
17 551127
4783375W
1991/02
3428
06
CON 01(027)
17 551160
4783165W
1991/06
3428
06 02
02
CON 01(027)
17 551364
4783282W
1990/05
3406
06
© Queen’s Printer, 2009
7
WATER5,6
DETAIL
0035
FR 0129
FR 0160
FR 0133
FR 0160
FR 0166
MN 0118
FR 0128
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
WATER
USE9
SCREEN
INFO10
25 20
118 / 120
004 / 4:0
DO
117 / 165
012 / 1:0
DO
121 / 121
004 / 5:0
DO
123 / 130
008 / 1:0
DO
122 / 134
003 / 2:0
DO
118 / 120
002 / 4:0
DO
118 / 119
003 / 4:0
DO
057 / 058
007 / 24:0
PS
053 / 057
007 / 24:0
PS
066 / 068
007 / :0
MN
MN
NU
83 5
Page: 1 / 14
WELL # (AUDIT#) WELL TAG #
DEPTHS TO WHICH FORMATIONS EXTEND5,11
7153072 (Z104082) A066657
BRWN GRVL SAND DNSE 0004 BRWN
DNSE 0012 BRWN CSND DNSE 0014
1300942 ()
GRVL BLDR 0062 BLUE CLAY 0118
ROCK 0131
1303663 (08274)
BRWN LOAM 0002 BRWN CLAY GRVL
BRWN GRVL 0060 GREY CLAY 0110
CLAY GRVL 0120 GREY GRVL CLAY
BLUE LMSN 0165
1300944 ()
GRVL BLDR 0062 BLUE CLAY 0120
0133
1300946 ()
CLAY LOAM 0004 GRVL BLDR 0024
BLDR 0040 GRVL 0065 BLUE CLAY
0124 BLUE ROCK 0165
1301977 ()
BRWN GRVL CLAY SAND 0004 GREY
0068 GREY CLAY 0123 GREY ROCK
1300941 ()
GRVL 0061 BLUE CLAY 0125 BLUE
0131
1300943 ()
GRVL 0062 BLUE CLAY BLDR 0125
ROCK 0128
1305130 (093303)
PRDR 0060 SHLE DLMT LYRD 0120
1305131 (093304)
BRWN SAND STNS GRVL
0028 BRWN SAND GRVL
GRVL 0055 GREY SHLE
0079 GREY SHLE 0097
GREY SHLE 0106 BRWN
SHLE 0120
1305133 (093306)
OBDN 0054 GREY SHLE
0084 GREY SHLE 0101
GREY SHLE 0115
1305136 (093309)
UNKN 0120
1304325 (61666)
BRWN GRVL SAND BLDR
CLAY GVLY 0019 RED
CLAY STNS 0026 GRVL
0034 GRVL CLAY 0041
0048 BRWN CLAY SHLE
LMSN FCRD 0051 BRWN
0022
0038
0075
BRWN
DLMT
BRWN
GREY
BRWN
DLMT
0108
GRVL
GREN
0024
GREY
0133
LMSN
HPAN
GRVL
GRVL
0168
ROCK
BRWN
SAND
CLAY
DLMT
0103
GREY
0081 BRWN LMSN
BRWN LMSN 0107
0008
SAND
0033
BRWN
LMSN
LMSN
BRWN
0023
BRWN
CLAY
0050
0059
SAND
BRWN
CSND
GRVL
BRWN
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
7
WATER5,6
DETAIL
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
062 / 068
004 / 48:0
WATER
USE9
CON 01(027)
17 550993
4783593W
1992/06
3428
06 06
CON 01(027)
17 551024
4783632W
1992/06
3428
06 06
CON 01(027)
17 550962
4783573W
1992/10
3428
06 06
CON 01(028)
17 550939
4783563W
1991/03
3428
06 06
CON 01(028)
17 550993
4783370W
1991/04
3428
06 06
061 / 068
004 / :0
CON 01(028)
17 550844
4783001W
1990/02
3428
06 06
056 / 058
007 / 24:0
PS
CON 01(028)
17 550784
4784014W
1990/12
3406
06 06
042 / 049
030 / 1:0
DO
CON 01(029)
17 550266
4783437W
1981/03
1702
06
035 / 040
010 / 1:0
DO
CON 02(027)
17 550832
4784196W
1997/07
3406
12
CON 02(027)
17 550559
4784869W
1988/11
3518
02
CON 02(027)
17 550557
4784878W
1988/11
3518
02 06
FR 0040
CON 02(028)
17 550086
4785631W
1997/09
4207
06 05
CON 02(028)
17 550146
4784953W
1979/09
4005
02
063 / 070
003 / 48:0
062 / 070
007 / 8:0
060 / 065
007 / :0
UK 0051
FR 0047
UK 0050
SCREEN
INFO10
MN
1305127 (093310)
BRWN CLAY SAND GRVL
SAND 0038 GREY CLAY
CLAY 0048 GREY SHLE
1305128 (093311)
BRWN CLAY GRVL 0018
GRVL 0020 BRWN CLAY
CLAY SAND 0039 GREY
1305129 (093321)
OBDN 0050 GREY SHLE
MN
MN
MN
MN
050 /
060 / 2:0
IR
FR 0040
022 / 044
030 / 1:0
DO
36 4
FR 0007
004 / 004
049 / 1:0
MN
15 3
Page: 2 / 14
0024 GREY CLAY
BLDR 0043 GREY
DLMT 0080
BRWN CLAY SAND
SAND 0032 GREY
SHLE DLMT 0078
DLMT 0080
1305134 (093307)
BRWN SAND GRVL CLAY 0014 BRWN SAND
CLAY BLDR 0029 GREY CLAY SAND 0055
GREY DLMT 0057 GREY SHLE DLMT 0100
1305135 (093308)
BRWN CLAY SAND 0012 BRWN SAND 0020
GREY CLAY 0050 GREY SAND GRVL 0054
GREY SHLE DLMT 0075
1305132 (093305)
BRWN SAND GRVL 0007 BRWN SAND GRVL
STNS 0015 BLCK SAND SILT GRVL 0019
BRWN GRVL SAND 0026 BRWN SAND 0032
RED CLAY 0067 GREY SHLE 0083 BRWN DLMT
0085 GREY SHLE DLMT 0108 BRWN DLMT
0112 GREY SHLE 0120
1304329 (61698)
BRWN SAND CLAY 0011 GRVL 0030 BRWN
SAND GRVL 0031 BRWN CLAY 0042 BRWN
LMSN SHLE LYRD 0081
1303034 ()
BRWN SAND 0010 GREY CLAY SAND 0020
GREY GRVL CMTD 0045 GREY GRVL 0047
GREN LMSN 0050
1305236 ()
BRWN SAND 0015 GRVL 0039 ROCK FCRD
0048 LMSN SHLE LYRD 0081
1303915 (55153)
BRWN LOAM 0001 BRWN SAND LOOS 0010
BRWN GRVL SAND LOOS 0045
1303914 (26876)
BLCK LOAM SAND LOOS 0001 BRWN SAND
LOOS 0010 BRWN GRVL SAND STNS 0057
GREY CLAY STKY 0075
1305157 (186210)
BRWN GRVL CLAY SILT 0035 BRWN SAND
GRVL 0044
1302790 ()
BLCK MUCK LOOS 0001 BRWN SAND GRVL
LOOS 0011 BRWN CSND LOOS 0015 BRWN
SAND GRVL PCKD 0018
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
CON 02(028)
17 550108
4784813W
1995/09
1737
06
CON 02(028)
17 550126
4785021W
1995/09
1737
01
CON 02(028)
17 550124
4784921W
1995/09
1737
06
CON 02(028)
17 550303
4784323W
1992/05
1702
06
CON 02(028)
17 550064
4784801W
1990/05
3406
06
CON 02(028)
17 550186
4784749W
1990/07
3406
06
CON 02(028)
17 550115
4785018W
1990/12
3406
06
CON 02(028)
17 550178
4784747W
1990/12
3406
10 10
CON 02(028)
17 550152
4785640W
1988/01
1737
05 05
7
WATER5,6
DETAIL
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
/
040 / :0
WATER
USE9
52 10
NU
NU
FR 0037
010 / 039
006 / 0:30
DO
UK 0072
UK 0012
/ 007
015 / 1:0
UK 0084
UK 0037
/
040 / 1:0
UK 0069
/
040 / 1:30
PS
/
100 / 2:30
PS
039 / 045
010 / 2:0
DO
UK 0077
FR 0139
SCREEN
INFO10
32 6
43 3
79 6
MN
MN
Page: 3 / 14
1305018 (146317)
BRWN SAND GRVL SOFT
STNS SOFT 0044 GREY
0045 GREY TILL STNS
SAND SOFT 0059 BRWN
0066 BRWN TILL STNS
LMSN SHLE MGRD 0086
1305017 (146318)
BRWN SAND GRVL STNS
SOFT 0046 GREY SAND
GREY GRVL SOFT 0083
1305016 (146319)
BRWN SAND SILT STNS
STNS SOFT 0064 GREY
0086 BRWN LMSN HARD
1304573 (093572)
BRWN SAND 0003 GREY
GREY GRVL SAND 0046
1304327 (61665)
BLCK LOAM 0001 GRVL
GRVL SAND 0026 GREY
0066 BRWN SAND CLAY
MSND FSND 0080 BRWN
1304326 (61686)
BRWN SAND 0006 BRWN
BRWN SAND GRVL CLAY
GRVL 0034 GREY SILT
GREY CLAY GRVL 0054
FCRD 0067 BRWN CLAY
GREY CLAY 0079 LMSN
SHLE 0116
1304323 (61694)
BLCK LOAM 0002 BRWN
0009 BRWN MSND 0017
CLAY 0049 BRWN CLAY
GREY SHLE FCRD 0085
BRWN LMSN 0101 SHLE
LMSN 0116
1304322 (61695)
BRWN CLAY SAND 0006
CLAY STNS 0023 BRWN
CLAY STNS 0074 GREY
0077 BRWN LMSN 0078
0101 BRWN LMSN 0102
0110
1303707 (24594)
BRWN GRVL STNS SOFT
HARD 0029 GREY CLAY
GREY CLAY SAND SOFT
HARD 0116 BLUE SHLE
LMSN 0138 BLUE SHLE
0013
SAND
HARD
SAND
HARD
GREY
SILT
0052
SILT
0083
TILL
SOFT
BRWN
SOFT
GREY
0020 GREY CLAY
SILT TILL 0082
TILL STNS 0085
0017 GREY TILL
SILT GRVL TILL
0088
GRVL CLAY 0037
FILL
CLAY
CLAY
MSND
SAND
GRVL
0072
CGRD
0006
LYRD
BRWN
0085
SAND
0030
SAND
GREY
SNDY
SHLE
GRVL
GREY
CLAY
CLAY
GRVL
LYRD
0015
SAND
0037
LMSN
0074
0110
MSND
CGVL
GRVL
GREY
SOFT
0008
0020
BLDR
SHLE
0114
CGVL
BRWN
0069
0089
BRWN
GRVL
SAND
CLAY
GREY
GREY
0009
0027
LMSN
SHLE
SHLE
GREY
GREY
LYRD
FCRD
FCRD
0021
STNS
0073
SOFT
LMSN
BRWN
HARD
GREY
0137
SOFT
CLAY
0068
CLAY
BLUE
0146
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
CON 02(028)
17 550169
4784846W
1979/09
4005
02
CON 02(028)
17 550165
4784858W
1979/09
4005
02
CON 02(028)
17 550162
4784867W
1979/09
4005
02
CON 02(028)
17 550097
4785628W
2010/11
6178
06
CON 02(028)
17 550188
4784798W
1979/08
4005
02
CON 02(028)
17 550174
4784841W
1979/09
4005
02
CON 02(028)
17 550182
4784833W
1979/09
4005
02
CON 02(028)
17 550180
4784825W
1979/09
4005
02
CON 02(028)
17 550184
4784813W
1979/09
4005
02
CON 02(028)
17 550194
4784785W
1979/08
4005
02
CON 02(028)
17 550197
4784774W
1979/09
4005
02
7
WATER5,6
DETAIL
FR 0007
FR 0007
FR 0007
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
004 / 004
020 / 1:0
004 / 004
034 / 1:0
004 /
010 / 1:0
WATER
USE9
SCREEN
INFO10
20 3
MN
MN
21 3
20 3
MN
DO
FR 0007
FR 0007
FR 0007
FR 0007
FR 0007
FR 0007
FR 0007
004 /
001 / 1:0
MN
004 / 004
027 / 1:0
MN
004 /
001 / 1:0
MN
004 /
002 / 1:0
MN
004 /
003 / 1:0
MN
004 / 004
005 / 1:0
004 / 004
008 / 1:0
17 3
20 3
21 3
18 3
18 3
16 3
MN
MN
16 3
Page: 4 / 14
1302801 ()
BLCK MUCK LOOS 0001 BRWN CLAY
LOOS 0008 BRWN SAND LOOS 0013
SAND CGVL PCKD 0015 BRWN SAND
PCKD 0023
1302800 ()
SAND FGVL PCKD 0018 BRWN SAND
PCKD 0024
1302799 ()
SAND FGVL PCKD 0019 BRWN SAND
PCKD 0023
7155607 (Z125733) A087785
0001
1302772 ()
BRWN SAND GRVL
LOOS 0012 BRWN
BRWN SAND FGVL
1302773 ()
BLCK MUCK LOOS
LOOS 0005 BRWN
BRWN SAND LOOS
PCKD 0015 BRWN
1302774 ()
BLCK MUCK LOOS
LOOS 0005 BRWN
CLAY SNDY GRVL
PCKD 0024
1302775 ()
BRWN SAND GRVL
SNDY LOOS 0009
BRWN SAND GRVL
SLTY GRVL 0021
1302776 ()
BRWN SAND GRVL
LOOS 0012 BRWN
GREY SAND SLTY
1302777 ()
BRWN SAND CGVL
LOOS 0013 BRWN
1302778 ()
BLCK MUCK LOOS
LOOS 0005 BRWN
SAND GRVL PCKD
GRVL 0019
SNDY
BRWN
FGVL
SNDY
BRWN
CGVL
SNDY
BRWN
CGVL
PCKD 0002 BRWN SAND
SAND CGVL PCKD 0016
PCKD 0020
0001
CLAY
0012
SAND
BRWN
SNDY
BRWN
FGVL
CLAY
LOOS
SAND
PCKD
GRVL
0010
CGVL
0023
0001 BRWN CLAY SNDY
SAND LOOS 0008 BRWN
0017 BRWN SAND GRVL
LOOS 0002 BRWN CLAY
BRWN SAND LOOS 0012
PCKD 0016 BRWN SAND
PCKD 0002 BRWN SAND
SAND CGVL PCKD 0018
GRVL 0020
LOOS 0005 BRWN SAND
SAND FGVL PCKD 0019
0001 BRWN SAND GRVL
SAND LOOS 0014 BRWN
0017 BRWN SAND SLTY
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
CON 02(028)
17 550202
4784769W
1979/09
4005
02
CON 02(028)
17 550203
4784763W
1979/09
4005
02
CON 02(028)
17 550205
4784758W
1979/09
4005
02
CON 02(028)
17 550133
4785050W
1979/08
4005
02
CON 02(028)
17 550132
4785041W
1979/08
4005
02
CON 02(028)
17 550134
4785034W
1979/08
4005
02
CON 02(028)
17 550136
4785014W
1979/09
4005
02
CON 02(028)
17 550135
4784995W
1979/09
4005
02
CON 02(028)
17 550141
4784973W
1979/09
4005
02
CON 02(028)
17 550144
4784967W
1979/09
4005
02
7
WATER5,6
DETAIL
FR 0007
FR 0007
FR 0007
FR 0006
FR 0006
FR 0007
FR 0007
FR 0007
FR 0007
FR 0007
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
004 / 004
034 / 1:0
004 / 004
011 / 1:0
004 / 004
031 / 1:0
004 / 004
069 / 1:0
004 / 004
075 / 1:0
WATER
USE9
SCREEN
INFO10
16 3
MN
MN
14 3
14 3
MN
MN
15 3
17 3
MN
004 / 004
051 / 1:0
MN
004 / 004
022 / 1:0
MN
004 / 004
033 / 1:0
MN
004 / 004
055 / 1:0
MN
004 / 004
051 / 1:0
MN
18 3
21 3
20 3
18 3
18 3
Page: 5 / 14
1302779 ()
BLCK MUCK BLDR
GRVL LOOS 0009
BRWN SAND GRVL
SLTY GRVL 0019
1302780 ()
BLCK MUCK BLDR
GRVL BLDR 0008
BRWN SAND GRVL
SLTY GRVL 0017
1302781 ()
BLCK MUCK CGVL
SNDY GRVL 0005
BRWN SAND GRVL
PCKD 0017
1302782 ()
BLCK MUCK LOOS
0008 GREY CLAY
SAND GRVL FGRD
CGRD 0018
1302783 ()
BLCK MUCK LOOS
0003 GREY CLAY
FSND LOOS 0014
0020
1302784 ()
BLCK MUCK LOOS
LOOS 0008 BRWN
SAND GRVL CGRD
PCKD 0021
1302785 ()
BLCK MUCK LOOS
LOOS 0002 BRWN
SAND GRVL PCKD
1302786 ()
BLCK MUCK LOOS
LOOS 0002 BRWN
BRWN CSND LOOS
PCKD 0023
1302787 ()
BLCK MUCK LOOS
LOOS 0005 BRWN
SAND FGVL LOOS
0018 BRWN SAND
1302788 ()
BLCK MUCK LOOS
LOOS 0002 BRWN
CSND LOOS 0018
0021
LOOS 0005 BRWN SAND
BRWN SAND LOOS 0013
PCKD 0018 BRWN SAND
LOOS 0004 BRWN SAND
BRWN SAND LOOS 0011
LOOS 0015 BRWN SAND
LOOS 0002 BRWN CLAY
BRWN SAND LOOS 0009
PCKD 0016 BRWN CSND
0001 GREY CLAY LOOS
FSND LOOS 0012 BRWN
0015 BRWN SAND GRVL
0001 GREY CLAY LOOS
SAND LOOS 0011 GREY
BRWN SAND GRVL PCKD
0001 GREY CLAY SAND
SAND LOOS 0014 BRWN
0018 GREY CGVL SAND
0001 GREY CLAY SNDY
SAND LOOS 0015 BRWN
0024
0001 BRWN CLAY SNDY
SAND GRVL LOOS 0009
0017 BRWN SAND GRVL
0001
SAND
0013
GRVL
BRWN
LOOS
BRWN
PCKD
CLAY SNDY
0011 BRWN
CSND LOOS
0021
0001 BRWN CLAY SNDY
SAND LOOS 0010 BRWN
BRWN SAND GRVL PCKD
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
CON 02(028)
17 550145
4784959W
1979/09
4005
02
CON 02(028)
17 550152
4784942W
1979/09
4005
02
CON 02(028)
17 550162
4784893W
1979/08
4005
02
CON 02(028)
17 550144
4784934W
1979/09
4005
02
CON 02(028)
17 550142
4784923W
1979/09
4005
02
CON 02(028)
17 550147
4784912W
1979/09
4005
02
CON 02(028)
17 550154
4784901W
1979/09
4005
02
CON 02(028)
17 550163
4784884W
1979/09
4005
02
CON 02(028)
17 550164
4784875W
1979/09
4005
02
CON 02(029)
17 549955
4784846W
2008/12
3653
7
WATER5,6
DETAIL
FR 0007
FR 0007
FR 0007
FR 0007
FR 0007
FR 0007
FR 0007
FR 0007
FR 0007
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
WATER
USE9
004 / 004
064 / 1:0
MN
004 / 004
034 / 1:0
MN
004 /
003 / 1:0
MN
004 / 004
045 / 1:0
MN
/
038 / 1:0
MN
004 / 004
016 / 1:0
004 / 004
031 / 1:0
004 /
003 / 1:0
004 / 004
011 / 1:0
SCREEN
INFO10
16 3
15 3
18 3
15 3
15 3
16 3
MN
MN
16 3
17 3
MN
MN
15 3
Page: 6 / 14
1302789 ()
BLCK MUCK LOOS 0001 BRWN SAND
0010 BRWN SAND FGVL LOOS 0015
SAND CGVL PCKD 0019
1302791 ()
BLCK MUCK LOOS 0001 BRWN SAND
LOOS 0010 BRWN CSND LOOS 0014
SAND GRVL PCKD 0018
1302792 ()
BLCK MUCK LOOS 0001 WHIT CLAY
LOOS 0002 GREY CLAY LOOS 0005
CLAY SNDY LOOS 0008 BRWN SAND
0012 BRWN SAND CGVL PCKD 0016
SAND FGVL PCKD 0021
1302793 ()
BLCK MUCK LOOS 0001 WHIT SAND
0002 BRWN CLAY LOOS 0003 BRWN
LOOS 0007 BRWN SAND FGVL 0014
SAND CGVL PCKD 0018
1302794 ()
BLCK MUCK LOOS 0001 WHIT SAND
0002 GREY CLAY LOOS 0004 BRWN
LOOS 0013 BRWN SAND FGVL PCKD
BRWN SAND CGVL PCKD 0018
1302795 ()
BRWN CLAY SNDY GRVL 0001 BLCK
LOOS 0002 WHIT CLAY SNDY LOOS
BRWN CLAY LOOS 0005 BRWN SAND
0013 BRWN SAND GRVL PCKD 0016
SAND CGVL PCKD 0019
1302796 ()
LOOS 0003 BRWN CLAY LOOS 0005
SAND LOOS 0010 BRWN SAND FGVL
0015 BRWN SAND CGVL PCKD 0019
1302797 ()
LOOS 0002 GREY CLAY LOOS 0004
CLAY SNDY LOOS 0008 BRWN SAND
0010 BRWN SAND CGVL LOOS 0013
SAND FGVL PCKD 0017 GREY CLAY
GRVL 0020
1302798 ()
SAND FGVL PCKD 0019
7119261 (Z095423) A082974
LOOS
BRWN
CGVL
BRWN
SNDY
BRWN
LOOS
BRWN
LOOS
SAND
BRWN
LOOS
SAND
0015
MUCK
0003
LOOS
BRWN
SNDY
BRWN
LOOS
SNDY
BRWN
LOOS
BRWN
SNDY
SNDY
BRWN
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
7
WATER5,6
DETAIL
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
WATER
USE9
CON 02(029)
17 549574
4784674W
1995/09
1737
01 01
01
NU
CON 02(029)
17 549719
4785235W
1995/09
1737
01 01
01
NU
CON 02(029)
17 550137
4785025W
2007/11
3428
CON 02(029)
17 549930
4784978W
2008/12
3653
CON 02(029)
17 549966
4784811W
1995/09
1737
01 01
CON 02(030)
17 549531
4784203W
1989/03
1737
01 01
01
FR 0094
FR 0082
FR 0042
029 /
003 / :0
CON 02(030)
17 549300
4785270W
1999/11
4207
06
FR 0049
035 / 048
020 / 1:0
CON 02(030)
17 549264
4785438W
1964/02
2801
07
CON 02(030)
17 549304
4785319W
1988/09
4207
06
CON 03(029)
17 549412
4785622W
1999/06
4207
06
GR W 02(002)
17 551925
4785203W
1994/01
1737
06 06
SCREEN
INFO10
95 10
120 10
MN
Page: 7 / 14
1305015 (146320)
BRWN GRVL STNS SOFT
STNS SAND 0053 BRWN
0103 GREY TILL GRVL
LMSN SHLE SOFT 0114
1305022 (146338)
BLCK LOAM SOFT 0001
0075 BRWN CLAY SOFT
HARD 0086 GREY TILL
BLCK SHLE SOFT 0141
7104500 (Z77407)
0044 BRWN TILL
SAND GRVL TILL
SOFT 0107 GREY
BRWN GRVL SOFT
0077 GREY CLAY
STNS HARD 0139
7119262 (Z095424) A082971
NU
FR 0020
FR 0039
FR 0070
102 10
94 3
DO
018 / 026
004 / 1:0
DO
027 / 037
020 / 1:0
DO
060 /
020 / :0
NU
19 3
1305019 (146334)
BRWN GRVL STNS HARD
GRVL SOFT 0061 GREY
0066 GREY SAND SILT
CLAY SILT HARD 0125
1303970 (34605)
BRWN GRVL STNS SOFT
CLAY SOFT 0028 BRWN
0034 BRWN SAND SILT
FSND SOFT 0055 BRWN
0082 GREY SAND SILT
LMSN FCRD SOFT 0106
0110
1305498 (210984)
BRWN SILT STNS GRVL
SAND 0049
1300988 ()
GRVL BLDR MSND 0018
0026 GRVL BLDR MSND
0102 GRVL MSND CLAY
MSND 0116 BRWN CLAY
GRVL 0123 LMSN 0124
1303810 (37034)
BRWN LOAM 0002 BRWN
BRWN SAND GRVL 0026
1305502 (201144)
BRWN LOAM 0002 BRWN
0035 GREY GRVL SAND
1304741 (132427)
LOAM 0001 BRWN BLDR
BRWN GRVL STNS SOFT
SILT SOFT 0035 GREY
SHLE LMSN SOFT 0068
SOFT 0089
0023 BRWN SAND
SAND SILT SOFT
CLAY 0112 GREY
0019
CLAY
SOFT
SAND
SOFT
BLUE
BRWN
GRVL
0038
GRVL
0091
SHLE
SILT
SOFT
BRWN
SOFT
BRWN
SOFT
0025 GREY GRVL
GRVL
0051
0108
0120
MSND
BLUE
BLDR
BRWN
BLDR
CLAY
GRVL
CLAY
GRVL SAND 0018
GRVL SAND CLAY
0039
GRVL
0033
CLAY
BRWN
HARD
BRWN
HARD
LMSN
0018
CLAY
0064
SHLE
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
7
WATER5,6
DETAIL
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
WATER
USE9
NU
SCREEN
INFO10
GR W 02(002)
17 551927
4785216W
1994/02
1737
02
02(029)
17 550024
4784856W
2007/04
2663
06 06
02(029)
17 550024
4784855W
2007/06
6875
04
02(029)
17 550158
4784831W
2007/11
3428
02(029)
17 550160
4784842W
2007/11
3428
02(029)
17 550024
4784855W
2007/06
6875
02
02(029)
17 550024
4784855W
2007/04
2663
06 06
02(029)
17 550138
4784995W
2007/10
3428
02(029)
17 550137
4785003W
2007/11
3428
02(029)
17 550133
4785014W
2007/11
3428
MN
7101606 (Z77411)
02(029)
17 550133
4785019W
2007/11
3428
MN
7101608 (Z77410)
02(029)
17 550161
4784822W
2007/11
3428
MN
7104426 (Z47228)
02(029)
17 550133
4785028W
2007/11
3428
MN
7104501 (Z77408)
02(029)
17 550142
4784956W
2007/11
3428
MN
7104502 (Z77417)
02(029)
17 550146
4784946W
2007/11
3428
MN
7104503 (Z77418)
02(029)
17 550150
4784930W
2007/11
3428
MN
7104504 (Z77419)
02(029)
17 550150
4784913W
2007/11
3428
MN
7104505 (Z77420)
FR 0057
32 5
36 5
NU
38 5
MN
Page: 8 / 14
1304739 (132428)
LOAM 0001 BRWN BLDR GRVL
BRWN GRVL STNS SOFT 0036
HARD 0037
7044267 (Z41635) A039555
BRWN SAND 0023 BRWN CLAY
SAND CLAY 0041 BRWN CLAY
7046586 (Z50960) A049996
BRWN SAND GRVL CSND 0026
TILL 0031 BRWN SAND FSND
7104515 (Z77431)
HARD 0018
GREY CLAY
0030 BRWN
0057
BRWN CLAY
0043
7104514 (Z77429)
NU
FR 0050
38 5
34 6
MN
7046587 (Z50963) A049997
BRWN SAND GRVL CSND 0026
TILL 0031 BRWN SAND FSND
7044268 (Z41636) A039555
BRWN SAND 0023 BRWN CLAY
SAND CLAY 0047 BRWN CLAY
7101604 (Z77413)
7101605 (Z77412)
BRWN CLAY
0043
0030 BRWN
0050
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
7
WATER5,6
DETAIL
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
WATER
USE9
SCREEN
INFO10
02(029)
17 550150
4784921W
2007/11
3428
MN
7104506 (Z77421)
02(029)
17 550151
4784904W
2007/11
3428
MN
7104507 (Z77422)
02(029)
17 550132
4784894W
2007/11
3428
MN
7104508 (Z77423)
02(029)
17 550152
4784886W
2007/11
3428
MN
7104509 (Z77424)
02(029)
17 550154
4784870W
2007/11
3428
MN
7104510 (Z77425)
02(029)
17 550153
4784878W
2007/11
3428
MN
7104511 (Z77426)
02(029)
17 550155
4784861W
2007/11
3428
MN
7104512 (Z77427)
02(029)
17 550161
4784851W
2007/11
3428
MN
7104513 (Z77428)
()
17 550203
4785253W
2010/12
6809
7164560 (Z121148)
()
17 549424
4785126W
2010/12
6809
7164559 (M10182) A108320
()
17 549702
4785245W
2010/12
6809
7164562 (Z121146)
()
17 549989
4785537W
1998/05
3030
36 36
PARIS TOWN
CON 01(027)
17 551308
4783926W
1973/09
2406
05 05
PARIS TOWN
CON 02(029)
17 550294
4784403W
1969/05
2519
30
PARIS TOWN
CON 02(029)
17 549977
4784803W
2006/02
6607
02
PARIS TOWN
()
17 550260
4783880W
2005/12
6607
01
FR 0027
FR 0125
FR 0022
027 /
/ :0
DO
088 / 125
008 / 1:0
DO
022 /
/ :0
PS
FR 0013
FR 0010
20 10
NU
5 10
Page: 9 / 14
1305247 (185405)
BRWN LOAM 0001 BRWN SAND
BRWN SAND GRVL PRDG 0027
GRVL PRDG 0033
1301954 ()
LOAM 0001 BRWN CLAY STNS
HPAN GRVL 0048 BRWN CLAY
BRWN HPAN GRVL 0077 BLUE
1301380 ()
LOAM 0001 BRWN CLAY MSND
MSND GRVL 0030
1306595 (Z44171) A040971
BRWN SAND 0010 BRWN CSND
CSND 0023 BRWN CSND SILT
1306563 (Z40318) A036814
BRWN SILT LOAM 0002 BLCK
0003 BRWN SAND SILT FILL
SILT 0011 BRWN SAND 0015
GRVL 0020
BRWN SAND
0025 BRWN
GRVL 0065
ROCK 0125
0006 BRWN
0013 BRWN
0030
SILT FILL
0008 BRWN
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
7
WATER5,6
DETAIL
MN 0100
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
065 / 100
030 / 1:0
WATER
USE9
SCREEN
INFO10
Page: 10 / 14
PARIS TOWN
01(028)
17 550757
4783345L
1998/10
2336
06 06
IN
1305283 (191794)
BRWN SAND GRVL 0070 GREY SAND GRVL
0082 GREY ROCK 0120
7053110 (Z60713) A039555
PARIS TOWN
02(029)
17 550024
4784856W
2007/11
6875
00
PARIS TOWN
02(029)
17 550168
4784753W
2007/11
3428
MN
7101459 (Z77430)
PARIS TOWN
02(029)
17 550024
4784855W
2007/11
6875
00
7053107 (Z60715) A049997
PARIS TOWN
02(029)
17 550024
4784855W
2007/11
6875
00
7053109 (Z60714) A049996
PARIS TOWN
02(029)
17 550024
4784855W
2007/11
6875
00
7053108 (Z60712) A039555
PARIS TOWN
2(29)
17 550133
4785023W
2007/11
3428
MN
7101409 (Z77409)
PARIS TOWN
2(29)
17 550137
4784987W
2007/11
3428
MN
7101410 (Z77414)
PARIS TOWN
2(29)
17 550139
4784976W
2007/11
3428
MN
7101411 (Z77415)
PARIS TOWN
2(29)
17 550140
4784968W
2007/11
3428
MN
7101412 (Z77416)
PARIS TOWN
2(29)
17 550170
4784757W
2007/11
3428
MN
7101413 (Z77436)
PARIS TOWN
2(29)
17 550170
4784787W
2007/11
3428
PARIS TOWN
2(29)
17 550168
4784796W
2007/11
3428
MN
7101415 (Z77434)
PARIS TOWN
2(29)
17 550166
4784805W
2007/11
3428
MN
7101416 (Z77433)
PARIS TOWN
2(29)
17 550163
4784813W
2007/11
3428
MN
7101417 (Z77432)
PARIS TOWN
34(1)
17 549553
4782066W
2007/11
6607
7101414 (Z77435)
02
0035
7100963 (M00696) A054683
BRWN SILT LOAM 0001 BRWN
BRWN SILT SAND GRVL 0009
SILT 0020 BRWN SILT SAND
BRWN SILT SAND GRVL 0039
SILT 0040
SILT
BRWN
GRVL
GREY
0005
SAND
0027
CLAY
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
PARIS TOWN
(028)
17 550194
4785252W
2001/05
6865
06
PARIS TOWN
(029)
17 550019
4784761W
2001/09
6865
06
PARIS TOWN
(029)
17 550002
4784785W
2001/09
6865
06
PARIS TOWN
(029)
17 549999
4784711W
2001/05
6865
05 06
PARIS TOWN
(029)
17 549933
4784940W
2001/05
6865
06 05
PARIS TOWN
(029)
17 549962
4784892W
2001/05
6865
06 05
PARIS TOWN
(029)
17 549988
4784737W
2001/05
6865
06 05
PARIS TOWN
(029)
17 549981
4784763W
2001/05
6865
06 05
PARIS TOWN
(029)
17 549717
4784956W
2001/05
6865
06
PARIS TOWN
(029)
17 549980
4784782W
2001/05
6865
06 05
PARIS TOWN
(029)
17 549927
4784986W
2001/09
6865
06 05
7
WATER5,6
DETAIL
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
WATER
USE9
SCREEN
INFO10
NU
NU
UK 0044
UK 0024
UK 0029
UK 0043
UK 0040
FR 0040
FR 0026
026 / 034
034 / :30
MN
012 / 012
035 / :30
MN
009 / 017
030 / 0:30
MN
015 / 021
030 / :30
MN
014 / 016
075 / 0:30
MN
014 / 018
196 / :30
MN
007 / 010
034 / :30
MN
35 6
20 4
25 4
36 8
33 4
32 9
2 4
Page: 11 / 14
1305746 (213565)
BRWN SAND CGVL 0004
0006 BRWN FSND GRVL
STNS 0036 GREY CLAY
CLAY STNS 0066 GREY
GREY CLAY STNS 0086
0101 GREY CLAY SLTY
SHLE CLAY 0126
1305761 (225294)
BRWN LOAM 0002 BRWN
BRWN CGVL 0012 BRWN
GRVL SAND 0042 BRWN
1305760 (225295)
BRWN LOAM 0001 BRWN
BRWN GRVL CSND 0012
0041 BRWN FSND 0048
0049
1305748 (213563)
BLCK LOAM 0001 BRWN
0015 BRWN SAND GRVL
SAND CLAY 0028 BRWN
0042 BRWN SAND SLTY
1305752 (213559)
BLCK LOAM 0001 BRWN
BRWN SAND CGVL 0024
0030
1305751 (213560)
BRWN GRVL CSND 0015
0029 GREY CLAY SAND
1305750 (213561)
BLCK LOAM 0001 BRWN
BRWN SAND CGVL 0043
SLTY 0063 BRWN SAND
1305749 (213562)
BLCK LOAM 0001 BRWN
BRWN SAND CGVL 0040
0046
1305745 (213566)
BLCK LOAM 0001 BRWN
BRWN SAND CGVL 0046
0070 BRWN GRVL SAND
SAND HARD 0114 GREN
1305747 (213564)
BLCK LOAM 0001 BRWN
BRWN SAND CGVL 0041
0051
1305753 (213558)
BLCK LOAM 0001 BRWN
GRVL CSND 0026 BRWN
0037 BRWN CLAY SAND
SAND 0106 BLUE SHLE
GREY
0028
GRVL
CLAY
BRWN
SAND
CLAY
BRWN
0040
GRVL
CLAY
0114
GRVL
CLAY
GREY
0069
SLTY
BLUE
GRVL SAND 0007
SAND 0013 BRWN
SAND 0050
GRVL SAND 0009
BRWN SAND GRVL
BRWN FSND TILL
GRVL
CSND
SAND
HARD
SAND CGVL
0022 BRWN
SLTY LYRD
0051
GRVL CSND 0013
GREY CLAY SAND
BRWN SAND CGVL
0035
GRVL CSND 0014
BRWN SILT GRVL
CLAY 0066
GRVL CSND 0013
BRWN SAND CLAY
GRVL
BRWN
0071
GRVL
CSND 0041
CLAY SAND
GREY CLAY
0117
GRVL CSND 0015
BRWN CLAY SAND
CLAY 0002 GREY
SAND CLAY HARD
0057 GREY CLAY
0111
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
7
WATER5,6
DETAIL
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
WATER
USE9
SCREEN
INFO10
Page: 12 / 14
PARIS TOWN
()
17 550184
4784759W
2004/06
3428
06
PARIS TOWN
()
17 551658
4783668W
2005/04
4005
05 06
PARIS TOWN
()
17 549675
4784446W
2005/08
3428
PARIS TOWN
()
17 550551
4785305W
2006/10
7238
02
PARIS TOWN
()
17 549526
4782696W
2006/12
6607
02
PARIS TOWN
()
17 549527
4782917W
2007/10
6607
02
PARIS TOWN
()
17 550653
4783523W
2007/09
6607
01
PARIS TOWN
()
17 549339
4785279W
2009/08
6178
42
PARIS TOWN
()
17 550181
4784759W
2009/01
3428
08 06
PARIS TOWN
()
17 550181
4784759W
2010/07
3428
08 06
PARIS TOWN
()
17 550181
4784759W
2010/12
3428
7158472 (Z108210) A021808
PARIS TOWN
()
17 549475
4784853W
2010/10
7282
7161259 (M08830) A108532
PARIS TOWN
()
17 550649
4783484W
2011/02
7190
7161437 (Z103991) A076108
PARIS TOWN
()
17 549753
4784976W
2010/10
6809
7164561 (Z121147)
PARIS TOWN
()
17 551348
4783220W
2000/12
3428
1305696 (093356)
PARIS TOWN
()
17 551160
4783165W
2000/12
3428
1305695 (093354)
0010
0013
FR 0013
005 / 012
003 / 1:0
MN
92 15
1306158 (Z02855) A002761
CO
10 3
1306361 (Z22287) A022030
BRWN CLAY GRVL 0010 BRWN SAND 0013
GREY CLAY GRVL 0020
1306426 (Z22068)
NU
20 10
7038334 (Z50659) A045273
BRWN STNS GRVL PCKD 0030
10 10
7040386 (Z59656) A053535
BRWN FILL 0011 BRWN SILT CLAY 0020
014 /
/ :0
7100745 (M00639) A054754
BRWN STNS SAND 0016 RED ROCK
0021
7101143 (M00261) A054644
BRWN SILT LOAM 0000 BRWN SILT
GRVL 0009 BRWN SAND SILT 0013
SILT SAND 0017 BRWN SILT 0020
PEAT 0027 SAND GRVL 0031
7128771 (Z101094) A087776
0016
PS
DO
MN
95 15
7135116 (Z85348) A002761
95 15
7150500 (Z108203) A002761
CLAY
SAND
BRWN
BLCK
TOWNSHIP
CONCESSION (LOT)
2
UTM1
DATE
CNTR 3
CASING
DIA 4
7
WATER5,6
DETAIL
STAT LVL/PUMP LVL
RATE8/TIME HR:MIN
WATER
USE9
SCREEN
INFO10
PARIS TOWN
()
17 550844
4783001W
2000/12
3428
1305694 (093357)
PARIS TOWN
()
17 551127
4783375W
2000/12
3428
1305693 (093353)
PARIS TOWN
()
17 550993
4783370W
2000/12
3428
1305692 (093352)
PARIS TOWN
()
17 549855
4783872W
1990/12
3406
06
PARIS TOWN
()
17 551474
4783983W
1972/11
1702
05
PARIS TOWN
()
17 549854
4785143W
1964/02
2801
02 02
02
PARIS TOWN
()
17 549794
4785153W
1964/02
2801
07
PARIS TOWN
()
17 550574
4783423W
1958/05
2525
04 04
PARIS TOWN
()
17 550984
4784238W
2011/08
6607
PARIS TOWN
()
17 550008
4784830W
2007/02
6607
01
PARIS TOWN
()
17 550594
4783433W
1957/10
2414
04
UK 0053
026 /
050 / 1:15
PS
FR 0099
FR 0107
100 / 102
003 / 1:30
DO
UK
022 / 030
008 / 3:0
NU
FR 0037
029 / 032
005 / 3:0
72 6
DO
Page: 13 / 14
1304328 (61697)
BRWN CLAY GRVL BLDR
GRVL CSND 0053 BRWN
BRWN SAND GRVL DRTY
GRVL STKY 0074 BRWN
SHLE FCRD 0102 BRWN
LMSN LYRD 0118
1301873 ()
BRWN CLAY 0004 GREY
GREY CLAY GRVL 0060
GREY LMSN 0107
1300987 ()
BRWN CLAY 0005 MSND
CLAY 0056 BLUE CLAY
GRVL MSND BLDR 0080
0086 CLAY MSND GRVL
0100 LMSN 0101
1300986 ()
BLDR GRVL MSND 0029
BLUE CLAY MSND 0111
0118 BLUE LMSN 0122
1300949 ()
MSND 0004 BLUE CLAY
0023
CLAY
0065
SAND
LMSN
BRWN
SAND
BRWN
GRVL
0104
CLAY
0056
MSND
0082
SHLE
GRVL STNS 0040
GREY GRVL 0099
GRVL
MSND
RED
0098
0007
GRVL
CLAY
LMSN
BRWN
0073
FSND
CLAY
RED CLAY 0091
BLUE CLAY LMSN
0031 LMSN 0037
7170249 (M10341) A115228
FR 0010
SU 0080
43 3
030 / 100
/ 2:0
NU
7046393 (Z64647) A049138
BRWN STNS SNDY LOOS 0020
GRVL 0030 BRWN GRVL SNDY
BRWN TILL 0043 BRWN GRVL
0046
1300948 ()
PRDG 0016 SILT 0028 CLAY
HPAN 0063 BLUE ROCK 0102
GREY TILL
LOOS 0039
SNDY LOOS
BLDR 0035
Notes:
1. UTM in Zone, Easting, Northing and Datum is NAD83; L: UTM estimated from
Centroid of Lot; W: UTM not from Lot Centroid
2. Date Work Completed
3. Well Contractor Licence Number
4. Casing diameter in inches
5. Unit of Depth in Feet
6. See Table 4 for Meaning of Code
Page: 14 / 14
7.
STAT LVL: Static Water Level in Feet ; PUMP LVL: Water
Level After Pumping in Feet
8. Pump Test Rate in GPM, Pump Test Duration in Hour : Minutes
9. See Table 3 for Meaning of Code
10. Screen Depth and Length in feet
11. See Table 1 and 2 for Meaning of Code
1. Core Material and Descriptive terms
2. Core Color
3. Water Use
Code Description … Code Description … Code Description … Code Description … Code Description
Code Description
Code Description Code Description
WHIT WHITE
DO
Domestic
OT
Other
GREY GREY
ST
Livestock
TH
Test Hole
BLDR
BOULDERS
BSLT
BASALT
CGRD
CGVL
COARSEGRAINED
COARSE
GRAVEL
IRFM
IRON
FORMATION
PORS
FGRD FINE-GRAINED
LIMY
LIMY
PRDG
FGVL FINE GRAVEL
LMSN
LIMESTONE
FCRD
FRACTURED
POROUS
PREVIOUSLY
DUG
PREV.
PRDR
DRILLED
SOFT
SOFT
SPST
SOAPSTONE
BLUE BLUE
IR
Irrigation
DE
Dewatering
STKY
STICKY
GREN GREEN
IN
Industrial
MO
Monitoring
YLLW YELLOW
CO
Commercial
BRWN BROWN
MN
Municipal
RED
PS
Public
AC
Cooling And
A/C
Not Used
FILL
FILL
LOAM
TOPSOIL
QRTZ
QUARTZITE
STNS
STONES
CHRT
CHERT
FLDS
FELDSPAR
LOOS
LOOSE
QSND
QUICKSAND
STNY
STONEY
CLAY
CLAY
FLNT
FLINT
LTCL
LIGHTCOLOURED
QTZ
QUARTZ
THIK
THICK
CLN
CLEAN
FOSS FOSILIFEROUS
LYRD
LAYERED
ROCK
ROCK
THIN
THIN
CLYY
CLAYEY
FSND
FINE SAND
MARL
MARL
SAND
SAND
TILL
TILL
CMTD
CEMENTED
GNIS
GNEISS
MGRD
SHLE
SHALE
UNKN
UNKNOWN
TYPE
GRNT
GRANITE
MGVL
SHLY
SHALY
VERY
VERY
CONG CONGLOMERATE
CRYS CRYSTALLINE
GRSN
GREENSTONE
CSND COARSE SAND
GRVL
GRAVEL
MRBL
MEDIUMGRAINED
MEDIUM
GRAVEL
MARBLE
MSND MEDIUM SAND
DKCL
DARKCOLOURED
GRWK
GREYWACKE
MUCK
DLMT
DOLOMITE
GVLY
GRAVELLY
DNSE
DENSE
GYPS
DRTY
DIRTY
DRY
DRY
MUCK
BLCK BLACK
SHRP
SHARP
WBRG
SHST
SCHIST
WDFR
SILT
SILT
OBDN OVERBURDEN
SLTE
SLATE
GYPSUM
PCKD
PACKED
SLTY
SILTY
HARD
HARD
PEAT
PEAT
SNDS
SANDSTONE
HPAN
HARDPAN
SNDY
SANDY
PGVL PEA GRAVEL
RED
WTHD
WATERBEARING
WOOD
FRAGMENTS
WEATHERED
BLGY BLUE-GREY
NU
4. Water Detail
Code Description Code Description
FR
Fresh
GS
Gas
SA
Salty
IR
Iron
SU
Sulphur
MN
Mineral
UK
Unknown
Appendix 6
Slug Test
Analyses
(Hvorslev)
353 Bridge Street East,
Kitchener, Ontario,
N2K 2Y5
Slug Test Analysis Report
Number: P041402
Client:
Location:
Slug Test: BH 01-11
Test Well: BH 01-11
Test Conducted by:
Test Date: 18/08/2011
Analysis Performed by: FC
BH 01-11
Analysis Date: 22/08/2011
Aquifer Thickness:
Time [s]
0
4
8
Drawdown
1.00
0.10
0.01
BH 01-11
Calculation after Hvorslev
Observation Well
Hydraulic Conductivity
[m/s]
BH 01-11
4.50 × 10
-4
12
16
20
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 02-11
Test Well: BH 02-11
Test Conducted by:
Test Date: 18/08/2011
BH 02-11
Aquifer Thickness:
Time [s]
0
1000
h/h0
1E0
1E-1
BH 02-11
Observation Well
[m/s]
BH 02-11
4.00 × 10
-7
2000
3000
4000
5000
Kitchener, Ontario,
N2K 2Y5
Pumping Test Analysis Report
Number: P041402
Client:
Location:
Pumping Test: BH 03-11
Pumping Well: BH 03-11
Test Conducted by:
Test Date: 18/08/2011
BH 03-11
Aquifer Thickness: 4.19 m
Discharge Rate: 0.000148 [m³/s]
0.1
0.00
Time [s]
10
1
100
Drawdown [m]
0.60
1.20
1.80
2.40
3.00
BH 03-11
Calculation after Cooper & Jacob
Observation Well
BH 03-11
Transmissivity
[m²/s]
[m/s]
2.30 × 10
-5
5.49 × 10
Storage coefficient
Radial Distance to PW
[m]
-6
4.00 × 10
-1
0.03
1000
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 04-11
Test Well: BH 04-11
Test Conducted by:
Test Date: 18/08/2011
BH 04-11
Aquifer Thickness:
Time [s]
0
1000
Drawdown
1.00
0.10
0.01
BH 04-11
Observation Well
[m/s]
BH 04-11
1.20 × 10
-6
2000
3000
4000
5000
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 05-11
Test Well: BH 05-11
Test Conducted by:
Test Date: 18/08/2011
BH 05-11
Aquifer Thickness:
Time [s]
0
1000
Drawdown
1.00
0.10
0.01
BH 05-11
Observation Well
[m/s]
BH 05-11
9.50 × 10
-7
2000
3000
4000
5000
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 06-11
Test Well: BH 06-11
Test Conducted by:
Test Date: 18/08/2011
BH 06-11
Aquifer Thickness:
Time [s]
0
100
1E1
h/h0
1E0
1E-1
1E-2
1E-3
BH 06-11
Observation Well
[m/s]
BH 06-11
8.00 × 10
-6
200
300
400
500
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 08-11
Test Well: BH 08-11
Test Conducted by:
Test Date: 18/08/2011
BH 08-11
Aquifer Thickness:
Time [s]
0
40
h/h0
1E0
1E-1
1E-2
BH 08-11
Observation Well
[m/s]
BH 08-11
1.50 × 10
-4
80
120
160
200
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 09-11
Test Well: BH 09-11
Test Conducted by:
Test Date: 19/08/2011
BH 09-11
Aquifer Thickness:
Time [s]
0
6
12
1E0
h/h0
1E-1
1E-2
1E-3
BH 09-11
Observation Well
[m/s]
BH 09-11
4.50 × 10
-4
18
24
30
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 10-11
Test Well: BH 10-11
Test Conducted by:
Test Date: 19/08/2011
BH 10-11
Aquifer Thickness:
Time [s]
0
40
1E1
h/h0
1E0
1E-1
1E-2
1E-3
BH 10-11
Observation Well
[m/s]
BH 10-11
2.50 × 10
-5
80
120
160
200
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 11-11
Test Well: BH 11-11
Test Conducted by:
Test Date: 19/08/2011
BH 11-11
Aquifer Thickness:
Time [s]
0
14
1.00
Drawdown
0.10
0.01
0.00
BH 11-11
Observation Well
[m/s]
BH 11-11
2.50 × 10
-5
28
42
56
70
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 12-11
Test Well: BH 12-11
Test Conducted by:
Test Date: 19/08/2011
BH 12-11
Aquifer Thickness:
Time [s]
0
6
12
1E0
h/h0
1E-1
1E-2
1E-3
BH 12-11
Observation Well
[m/s]
BH 12-11
7.00 × 10
-4
18
24
30
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 13-11 Second part
Test Well: BH 13-11
Test Conducted by:
Test Date: 18/08/2011
Analysis Performed by:
New analysis 1
Aquifer Thickness:
Time [s]
0
200
1E1
h/h0
1E0
1E-1
1E-2
BH 13-11
Observation Well
[m/s]
BH 13-11
2.00 × 10
-6
400
600
800
1000
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 14-11
Test Well: BH 14-11
Test Conducted by:
Test Date: 18/08/2011
BH 14-11
Aquifer Thickness:
Time [s]
0
40
1E0
h/h0
1E-1
1E-2
1E-3
BH 14-11
Observation Well
[m/s]
BH 14-11
1.50 × 10
-4
80
120
160
200
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 16-11
Test Well: BH 16-11
Test Conducted by:
Test Date: 18/08/2011
BH 16-11
Aquifer Thickness:
Time [s]
0
120
h/h0
1E1
1E0
1E-1
BH 16-11
Observation Well
[m/s]
BH 16-11
9.00 × 10
-7
240
360
480
600
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 17-11
Test Well: BH 17-11
Test Conducted by:
Test Date: 18/08/2011
BH 17-11
Aquifer Thickness:
Time [s]
0
100
1E0
h/h0
1E-1
1E-2
1E-3
BH 17-11
Observation Well
[m/s]
BH 17-11
2.50 × 10
-5
200
300
400
500
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 18-11
Test Well: BH 18-11
Test Conducted by:
Test Date: 18/08/2011
BH 18-11
Aquifer Thickness:
Time [s]
0
4
8
1E0
h/h0
1E-1
1E-2
1E-3
BH 18-11
Observation Well
[m/s]
BH 18-11
9.00 × 10
-4
12
16
20
Kitchener, Ontario,
N2K 2Y5
Number: P041402
Client:
Location:
Slug Test: BH 19-11
Test Well: BH 19-11
Test Conducted by:
Test Date: 18/08/2011
BH 19-11
Aquifer Thickness:
Time [s]
0
1200
Drawdown
10.00
1.00
0.10
BH 19-11
Observation Well
[m/s]
BH 19-11
6.00 × 10
-8
2400
3600
4800
6000