Arkell Spring Grounds Grounds Groundwater Supply ... · Final Report Arkell Spring Grounds...

Final Report

Arkell Spring Grounds

Groundwater Supply Investigation -

APPENDICES

prepared for:

City of Guelph

prepared by:

Gartner Lee Limited

reference: date:

GLL 23-522 August 13, 2003

distribution:22 digital- City of Guelph, Water Works Division

1 paper- City of Guelph, Water Works Division

1 digital- Gartner Lee Limited

Appendix G: Groundwater Model Setup


Table of Contents

Page

G-1. Introduction........................................................................................................................1

G-2. Conceptual Model ..............................................................................................................2

G-2.1 Topography and Drainage................................................................................................... 5

G-2.1.1 Land Surface Topography ..................................................................................... 5

G-2.1.2 Surface Water Drainage......................................................................................... 5

G-2.2 Geology............................................................................................................................... 5

G-2.2.1 Surficial Geology................................................................................................... 5

G-2.2.2 Well Data Analysis ................................................................................................ 8

G-2.2.3 Overburden Thickness ........................................................................................... 8

G-2.2.4 Bedrock Geology ................................................................................................. 10

G-2.2.5 Bedrock Topography ........................................................................................... 11

G-2.3 Hydrogeologic Setting ...................................................................................................... 11

G-2.3.1 Overburden .......................................................................................................... 11

G-2.3.2 Regional Groundwater Flow................................................................................ 13

G-3. Numerical Model Development ......................................................................................17

G-3.1 Groundwater Flow Theory................................................................................................ 17

G-3.2 Model Limitations............................................................................................................. 18

G-3.3 Modelling Environment .................................................................................................... 19

G-4. Numerical Model Development ......................................................................................20

G-4.1 Model Setup...................................................................................................................... 20

G-4.1.1 Flow Boundaries .................................................................................................. 20

G-4.1.2 Extraction Wells .................................................................................................. 23

G-4.1.3 Groundwater Infiltration/Recharge...................................................................... 23

G-4.1.4 Preparation of Model Layer Surfaces .................................................................. 25

G-4.1.5 Model Layers ....................................................................................................... 36

G-4.1.6 Model Parameters ................................................................................................ 36

G-4.2 Model Calibration ............................................................................................................. 40

G-4.2.1 Sub-Watershed Mass Balance ............................................................................. 40

G-4.2.2 Calibration to Regional Groundwater Heads....................................................... 43

G-4.2.3 Assessment of Model Calibration in the Vicinity of the Arkell Spring

Grounds 53

G-4.2.4 Model Testing: Simulation of 2001 Arkell Spring Grounds Pumping Test ........ 58

G-5. Calibration Summary Comments ..................................................................................63

(22-522 AppG August 2003) G-i


G-6. References.........................................................................................................................64

List of Tables Page

Table G-1: River Specifications................................................................................................................. 22

Table G-2: Pumping Rates Used in Regional Model................................................................................. 24

Table G-3: Parameters for Calibrated Groundwater Flow Model ............................................................. 27

Table G-4: Well Locations and Stratigraphic Contact Data ...................................................................... 29

Table G-5: GRCA Stream Baseflow Estimates ......................................................................................... 43

Table G-6: Mass Balance Summary for Groundwater Flow Model .......................................................... 44

Table G-7: Summary of Regional-Scale Statistical Analysis .................................................................... 53

Table G-8: Local-Scale Calibration Data................................................................................................... 54

List of Figures Page

Figure G-1: Boundaries for 1999 and 2003 Groundwater Models .............................................................. 3

Figure G-2: Conceptual Model of Aquifer System...................................................................................... 4

Figure G-3: Surface Topography Based on Digital Elevation Model.......................................................... 6

Figure G-4: Surficial Geology ...................................................................................................................... 7

Figure G-5: Overburden Thickness.............................................................................................................. 9

Figure G-6: Bedrock Surface Elevation..................................................................................................... 12

Figure G-7: Overburden/Shallow Bedrock Potentiometric Surface .......................................................... 15

Figure G-8: Deep Bedrock Potentiometric Surface ................................................................................... 16

Figure G-9: Model Boundary and Permitted Production Well Locations ................................................. 21

Figure G-10: Layer 1 Recharge and Hydraulic Conductivity Distribution................................................ 26

Figure G-11: Top of Eramosa Member of Amabel Formation .................................................................. 33

Figure G-12: Top of Unsubdivided Amabel Formation ............................................................................ 34

Figure G-13: Bottom of Unsubdivided Amabel Formation....................................................................... 35

Figure G-14: Layers 2 and 3 Hydraulic Conductivity Distribution ........................................................... 38

Figure G-15: Layers 4, 5 and 6 Hydraulic Conductivity Distribution ....................................................... 39

Figure G-16: Ranked Duration Flows from GRCA................................................................................... 41

Figure G-17: Regional Calibration Areas .................................................................................................. 45

Figure G-18: Predicted Hydraulic Head in Shallow Bedrock Zone........................................................... 47

Figure G-19: Predicted Hydraulic Head in Deep Bedrock Zone ............................................................... 48

Figure G-20: Probability Plots of Residual Errors..................................................................................... 49

(22-522 AppG August 2003) G-ii


Figure G-21: Observed Versus Modelled Head in Shallow Bedrock ........................................................ 51

Figure G-22: Observed Versus Modelled Head in Deep Bedrock............................................................. 52

Figure G-23: July 12, 2001 Water Levels in Eramosa and Model Simulation .......................................... 55

Figure G-24: July 12, 2001 Water Levels in Amabel and Model Simulation ........................................... 56

Figure G-25: Local-Scale Calibration Results ........................................................................................... 57

Figure G-26: September 23, 2001 Water Levels in Eramosa and Model Simulation................................ 59

Figure G-27: September 23, 2001 Water Levels in Amabel and Model Simulation ................................. 60

Figure G-28: September 23, 2001 Drawdown in Eramosa and Model Simulation ................................... 61

Figure G-29: September 23, 2001 Drawdown in Amabel and Model Simulation..................................... 62

List of Appendices

Appendix G-1: Regional Water Level Data for Shallow Groundwater Zone

Appendix G-2: Regional Water Level Data for Deep Groundwater Zone

(22-522 AppG August 2003) G-iii

Appendix G: Groundwater Model Development


G-1. Introduction

A regional groundwater flow model was developed and applied as part of the Arkell Spring Grounds

investigation to simulate existing groundwater flow conditions in the Arkell Spring Grounds area, to

predict the effects of increased groundwater taking on groundwater levels and discharge to the Eramosa

River, and to estimate the surface projection of the capture zones for the Arkell Spring Grounds takings.

The regional model covers an extensive area that includes the City of Guelph, the Township of

Guelph/Eramosa, portions of the Townships of Puslinch, Woolwich and Centre Wellington and a portion

of the Town of Erin that includes Blue Springs Creek. Arkell Spring Grounds is located in the southeast

portion of the regional model, as shown in Figure G-1.

The City of Guelph (City) conducted a comprehensive investigation of its water works system in 1990

(Braun Consulting Engineers and Jagger Hims Limited [JHL], 1991) [referred to subsequently as

BCE (1991)]. The study led to four aquifer performance evaluation studies, one for each of the city

quadrants (JHL; 1993, 1995, 1997, and 1998). Preliminary single-layer models were developed for the

northeast and northwest quadrants that investigated flow within the Amabel aquifer.

The data gathered in the quadrant studies, along with additional geophysical data, provided information

needed for a more detailed, three-dimensional model of the entire area encompassing the City. A three-

dimensional, numerical, regional groundwater flow model employing the United States Geological

Survey (USGS) MODFLOW computer code (McDonald and Harbaugh, 1988) was initially developed by

Gartner Lee Limited (Gartner Lee) in 1998 for City use. The development of this preliminary model,

involved the formulation of a conceptual model of the geologic and hydrogeologic setting of the study

area, followed by the design of the numerical model, preparation of data input, model calibration, and

model application. The model was refined in 1999 to incorporate additional local-scale information for

the Torrance Creek sub-watershed. Improvements included the use of a finer model mesh in the Torrance

Creek area, incorporation of more data on local geology, and better representation of flow in the creek.

The model was subsequently expanded and updated in 2002/2003 for the Township of Guelph/Eramosa

Groundwater Study (Gartner Lee, 2003). The model was further expanded as part of the Arkell Spring

Grounds Investigation to encompass the northern half of the Mill Creek watershed in the Township of

Puslinch. The expansion of the model beyond the original boundaries, shown in Figure G-1, was needed

to assess whether pumping within the City of Guelph was inducing groundwater flow across surface

water basin boundaries.

The development of the conceptual and numerical models and the results of model calibration and

verification are the subject of this report. Results of applying the model to predict the potential impact of

increased water takings in the Arkell Spring Grounds are presented in Section 6 of the main report.

(22-522 AppG August 2003) G-1


G-2. Conceptual Model

The first step in building a groundwater flow model is to develop a complete understanding of the aquifer

system. This understanding, often referred to as a conceptual model, encompasses the physical and

hydrogeologic setting of the study area and the factors that govern groundwater flow in the aquifer

system. The conceptual model addresses key technical issues including:

1. bedrock and overburden stratigraphy;

2. configuration and continuity of the major aquifer and aquitards;

3. physical conditions along the boundaries of the flow system;

4. initial conditions (i.e., historic and current groundwater levels);

5. initial estimates of aquifer and aquitard properties; and,

6. rates of recharge and groundwater discharge.

Bedrock and overburden stratigraphy and aquifer/aquitard geometry were determined based on data

collected in previous investigations, analysis of well logs, and interpolation of point data to create the

stratigraphic layers used in the numerical model. It was assumed that variation in the properties of

overburden soils is the most important control on the magnitude of groundwater recharge in the Guelph

area, while variation in the hydraulic properties of the bedrock units were the primary control on the flow

of groundwater. Aquifer properties that control groundwater flow include horizontal hydraulic

conductivity of the aquifers and vertical hydraulic conductivity of the aquitards. Groundwater discharges

from the bedrock aquifers through baseflow into streams and pumping at municipal and private permitted

wells.

Data on groundwater levels and regional flow patterns were used to define the extent of the area modelled

and to determine the boundary conditions specified on the external boundaries of the model. Initial

estimates of aquifer properties were assigned to zones within each layer in the numerical model. These

initial estimates were subsequently refined during the process of model calibration. Water budget

analyses were conducted to calculate initial estimates of the rates of natural recharge. Data on water use

and stream baseflow were compiled and analyzed to determine rates of groundwater discharge.

Brief discussions on the geologic and hydrogeologic setting of the area, based on the results of the earlier

work and conceptual model development, are provided in the following sections. A simplified

stratigraphic model of the units comprising the aquifer system is shown in Figure G-2.

(22-522 AppG August 2003) G-2

2003 Model Boundary

1999 Model Boundary

LEGEND

Township of Guelph/Eramosa

City of Guelph Boundary

Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-1: Boundaries for 1999 and 2003 Groundwater Models

Units: Metres Above Sea Level

City of Guelph Regional Groundwater Model

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Not to Scale

City of Guelph RegionalGroundwater Model

GLL 23-522 July 2003

GartnerLee

Conceptual Model ofthe Aquifer System

Clinton Group (Aquitard)

Guelph Aquifer

Amabel Aquifer

EASTWEST

Production Zone

Port Stanley Till (Aquitard)Eramosa

River

Eramosa Unit (Aquitard)

ParisMoraine

Creek

KameDeposits

Esker

Drumlin

BedrockValley

OlderTills

SandLens


G-2.1 Topography and Drainage

G-2.1.1 Land Surface Topography

Land surface elevations range from about 430 metres above sea level (mASL) in the northern portion of

the study area (north of Guelph Lake at the Guelph-Eramosa Township and Town of Erin boundary) to

about 300 mASL downstream of the confluence of the Speed and Eramosa rivers. A map showing

contours of equal land surface elevation is presented in Figure G-3. Topographic data, based on the

Digital Elevation Model (DEM) used in the Guelph-Eramosa Township Groundwater Study (Gartner Lee,

2003), were interpolated to the centre of each model cell in the grid used to represent the study area. The

DEM data were obtained from the Ministry of Natural Resources’ Natural Resources Values Information

System.

Information on land surface topography was used in the model to assign control elevations on the streams

that drain the study area. This information was also used during the process of model calibration, in

conjunction with well data, as a check on the predicted groundwater levels.

G-2.1.2 Surface Water Drainage

Figure G-3 also shows the larger rivers and numerous smaller streams that drain the study area. The

study area falls within the Speed River sub-watershed, and more locally the Eramosa River watershed.

The Eramosa River joins the Speed River within the City of Guelph. Guelph Lake was constructed on the

Speed River to provide flood control and low-flow augmentation. The Speed River joins the Grand River

at Cambridge. The two principal streams that drain the Eramosa River sub-watershed include the

Eramosa River and Blue Springs Creek. Further discussions on surface drainage in the study area can be

found in the quadrant reports (JHL, 1993, 1995, 1997, and 1998).

The major surface water features were incorporated as head-dependent sources/sinks in the model.

G-2.2 Geology

G-2.2.1 Surficial Geology

Surficial geology for Southern Ontario was mapped on a large scale by Chapman and Putnam (1984).

The study area was described and mapped by P.F. Karrow (1968, 1987). Much of the discussion below is

derived from these reports and from the City’s quadrant studies. Figure G-4 shows the surficial geology

based on a digital version of available mapping for the area compiled by the Ministry of Northern

Development and Mines. Surficial geology zone numbers were assigned to each cell in a rectangular grid

used to represent the study area. The surficial geology zones were subsequently used in the numerical

model to assign hydraulic conductivity and recharge rates to the overburden.

(22-522 AppG August 2003) G-5

LEGEND

Layer 1 Topography

300 325 350 375 400 425430

Township Boundaries


Data and Interpretation

Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-3: Surface Topography Based on Digital Elevation Model



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LEGEND

Township Boundaries


Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-4: Surficial Geology



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Surficial Geology Legend

1. Bedrock

2. Glacial Till

3. Glacial Till (Hummocky)

4. Kames/Eskers

5. Glaciofluvial Gravel

6. Glaciofluvial Sand

7. Glaciolucustrine

8. Organic (peat)

9. Modern Alluvium

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Gauge

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The western part of the study area is located on a drumlinized till plain that regionally slopes to the south

with a gradient of about 3.5 m/km (Chapman and Putnam, 1984). The drumlins are oriented to the west-

northwest, are broad and oval shaped, and are composed of the sandy silt Port Stanley Till. The till plain

is bordered to the east by the Paris and Galt Moraines. The till is underlain by dolostones of the Amabel

and Guelph Formations.

The surficial geology mapping was used to establish the distribution of recharge and overburden in the

groundwater flow model.

G-2.2.2 Well Data Analysis

MOE Water Well Record (WWR) data were analyzed along with logs of municipal wells to define the

geology and hydrogeology of the study area. The WWR data, however, are known to contain some

information of uncertain quality so a quality control procedure was implemented to filter the WWR data

prior to use. A summary of the MOE data filtering process is presented below.

The MOE WWR database used for this groundwater study contains a total of 6,445 well records. Of the

total number of wells, 23 wells (0.4% of the total) have no location coordinates and 5,107 wells (79%)

have acceptable quality assurance (QA) qualifiers (< or = 6) for both location coordinates and elevation.

The total number of “usable” well records that have acceptable QA qualifiers and contain geologic data

are 5,097. Of the total usable geologic well records, 4,394 wells (86%) identify bedrock in their

stratigraphic/lithologic logs and were used to construct the overburden thickness and bedrock surface

elevation maps presented in this study.

G-2.2.3 Overburden Thickness

The thickness of overburden exerts an important control on the infiltration of precipitation that recharges

the bedrock groundwater flow system. Figure G-5 shows the interpolated thickness of the overburden in

the study area based on the filtered MOE WWR data. Overburden thickness is greater than 10 m over

most of the study area, but varies from zero along the Speed and Eramosa rivers to over 60 m north of

Hopewell Creek. Several discontinuous eskers cross the till plain in a west-northwest direction, the

largest ones being the Ariss, Guelph, and the Eramosa Eskers.

The drumlin field is dissected by a network of sinuous spillway channels of glaciofluvial origin, which

form a dendritic pattern throughout the till plain. The spillway channels are mostly infilled with

glaciofluvial and/or glaciolacustrine sands and gravels that form terrace deposits. The terrace deposits are

most extensive in the area between the Paris Moraine and the Eramosa River. The Arkell Spring Grounds

are developed in the gravel terraces southeast of the City of Guelph. The granular deposits are usually

underlain by Port Stanley Till.

(22-522 AppG August 2003) G-8

LEGEND

Overburden Thickness

0 10 20 30 40 50 6060

Township Boundaries



Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-5: Overburden Thickness

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Hanlon

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Torrance

Cre

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Speed R

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Lake

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Eramosa River

Ellis Creek

Mill Creek

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Gauge Station

Blue

Springs

Creek

Gauge

Station


At some locations, however, the granular deposits lie directly on the dolostone bedrock and comprise the

entire overburden sequence. More complex geologic sequences occur along the northeastern edge of the

Paris Moraine where the till sheets interfinger with ice contact and outwash deposits.

Small streams drain the often swampy valleys between the drumlins. The Eramosa and Speed rivers lie

within larger glacial spillway channels at the front of the Paris Moraine.

G-2.2.4 Bedrock Geology

Bedrock geology for the Guelph area was mapped by Telford (1973). The uppermost bedrock units

underlying the Guelph area are the Silurian age dolostones of the Guelph and Amabel formations. The

Amabel is the older of the two formations and subcrops in the eastern half of the study area. The younger

Guelph Formation subcrops to the west. Outcrops of the Amabel Formation are found along Blue Springs

Creek and along the Eramosa River between Rockwood and Guelph. Outcrops of the Guelph Formation

occur along the Speed River to the north and south of Guelph.

The Guelph Formation is a brown to grey, porous, medium to massive, irregularly bedded dolostone.

Local water well drillers describe it as brown or grey rock or limestone. Televiewer and caliper logging

completed on municipal wells (i.e., Carter Wells and Burkes Well) for the quadrant studies (JHL, 1998)

show the unit is vuggy and extensively fractured, with numerous bedding plane fractures and occasional

vertical fractures evident. At other locations, such as at the former Silvercreek Well (decommissioned in

the late 1990s to accommodate road construction), the Guelph Formation is massive with few fractures

evident. Vertical fractures are exposed in quarries within the study area and appear to strike northeast

with a subset striking to the west.

In drillers’ logs, the contact between the Guelph Formation and the Amabel Formation is distinguished by

a transition from the light brown to grey of the Guelph Formation to the dark brown to black colouring of

the Eramosa Member of the Amabel Formation. Gamma logs can be particularly useful in locating the

contact because the black, bituminous, fine-grained dolostone layers of the Eramosa Member have a

higher gamma log response. The contact between the two units could not be identified reliably at some

well locations in the northwest quadrant study (JHL, 1995), however, since the distinctive dark brown to

black colouring and characteristic gamma response could not be discerned in the logs. It is possible that

the Eramosa Member is thinner or it has undergone a facies change in this area. Using the Eramosa

Member as a marker bed, the Guelph Formation is about 30 m thick at the Sacco production well in the

west but absent along the Eramosa River east of Torrance Creek, where the Eramosa Member is outcrops.

The Guelph Formation is entirely absent in the eastern portion of the modelled area, in the vicinity of

Rockwood.

The Amabel Formation in the study area is subdivided into two recognizable units, namely the distinctive

Eramosa Member (as noted above) and an underlying massive white to grey-brown dolostone. The lower

unit was referred to in the quadrant studies as the Unsubdivided Amabel Formation and includes the

Wiarton, Colpoy Bay and Lions Head Members.

(22-522 AppG August 2003) G-10


Televiewer and caliper logs show that the Unsubdivided Amabel Formation has an upper zone that is

massive and only weakly fractured, a middle zone contained large cavities (possibly reefal structures that

have undergone selective dissolution) and numerous vugs, bedding plane and vertical fractures, and a thin

lower zone of more competent dolostone.

The lower contact of the Unsubdivided Amabel as inferred from the driller’s logs corresponds to a “blue

shale” or “blue rock” identified in some of the deeper municipal wells. The unit occurred at an elevation

ranging between 256 mASL at the Burke Well to less than 230 mASL at the Hauser Test Well. The blue

shale beds noted in the driller’s logs may be the shale beds of the underlying Clinton Group. According

to Telford (1973), the dolostones of the Clinton Group are argillaceous and contain interbeds of shale.

This unit was presumed to have a lower permeability than the overlying dolostones and was therefore

selected as the lower bounds of the groundwater flow model. The assumption that the rocks of the

Clinton Group form a barrier to groundwater flow below the Amabel Formation is consistent with the

results of hydraulic testing conducted by Nadon and Gale (1984) and Clarke and others (1989) at quarries

close to the Niagara Escarpment.

G-2.2.5 Bedrock Topography

The bedrock topography map based on MOE WWR data is presented in Figure G-6. The elevations of

the contact between the overburden and the uppermost bedrock unit could be distinguished in well logs

from numerous private and public supply wells in the area. Bedrock topography for the Guelph area has

been mapped by Karrow and others (1979). The available mapping was revised where appropriate using

the geologic logs for the wells installed as part of the Arkell Spring Grounds Investigation.

The bedrock surface slopes gently to the southwest at a rate of about 2 to 3 m/km. Land surface

topography and the present-day drainage features closely follow the bedrock topography. Interpreted

bedrock valleys identified based on bedrock topography, are also shown in Figure G-6.

G-2.3 Hydrogeologic Setting

The overburden and bedrock units have been differentiated based on their hydrogeologic properties into

either aquifers or aquitards as shown schematically in Figure G-2. The aquifers and aquitards identified

in the study area, along with a summary of their hydrogeologic properties are described below.

G-2.3.1 Overburden

Low permeability materials, predominantly glacial tills, are fairly continuous over the study area. The

tills behave as aquitards, which impede the horizontal and vertical movement of groundwater.

(22-522 AppG August 2003) G-11

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LEGEND

Layer 2 Layer TopContour Line Start: 290 Step: 10 Stop: 390

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Township Boundaries



Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-6: Bedrock Surface Elevation



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Where the till is at surface, the groundwater recharge potential is reduced, except in areas of hummocky

topography along the top of the Paris and Galt Moraines where stormwater runoff is trapped and, over

time, the water infiltrates into the soil to recharge the groundwater system.

The Port Stanley Till (formerly identified as the Wentworth Till in Karrow (1968)) is the primary aquitard

in the study area. It forms the surface cover of the till plain and the cores of the drumlin hills west of the

Paris Moraine. It also forms the hummocky topography of the Galt and Paris moraines in the

southeastern part of the study area. The Port Stanley Till is classified as a sandy till. An analysis of 25

samples by Karrow (1968) showed that about 49% of the till was sand. The remainder was a mix of 18%

clay and 33% silt. The composition of the till is consistent with its designation as an aquitard. Older tills

may underlie the Port Stanley Till at depth. Discontinuous lenses of sand and gravel can occur within the

till units but are not significant from a regional flow perspective.

Glacial outwash and kame deposits occur in the southeastern part of the study area. The larger sand and

gravel units form aquifers that are tapped by many private and municipal wells. These areas also have

high groundwater recharge potential.

Glacial outwash infills topographic lows and erosional valleys formed by meltwater channels that drained

the ice front at the edge of the Paris Moraine. The outwash sands and gravel are generally underlain by

Port Stanley Till. The major exception is the thick sand and gravel kame deposits that extend from the

Paris Moraine to the Speed and Eramosa river valley. These deposits interfinger with the till of the

moraine and, in several locations, are in direct contact with the bedrock (i.e., along Torrance Creek, the

Arkell Glen, and on the flanks of the Speed and Eramosa river valleys). Erosion of the ice contact deposit

by an ancestral channel of the Eramosa River formed a distinctive erosional scarp along the south bank of

the river.

G-2.3.2 Regional Groundwater Flow

The Guelph-Amabel Aquifer system extends from Niagara Falls to the Bruce Peninsula. In the Guelph

region, it extends eastward to the Niagara Escarpment and westward to the Kitchener-Waterloo area,

where it is overlain by the Salina Formation and contains poor quality water. The thickness of the

Guelph-Amabel Aquifer system ranges from 40 m in the eastern part of the study area to over 90 m in the

west. Water quality is generally good, although the water is hard (high calcium and magnesium content)

and can be high in iron locally.

The permeability of the aquifer is due primarily to the dissolution of dolomite along fractures and bedding

planes. Fracture patterns can be highly variable and, therefore, hydraulic conductivity can vary widely.

The upper part of the aquifer system is generally more permeable than the lower part. Hydraulic

conductivity values for bedrock wells were tabulated in BCE (1991) and ranged from 0.0053 m/d at the

Dawn Avenue well to 79 m/d at the University of Guelph well. The geometric mean of the values was

1.0 m/d.

(22-522 AppG August 2003) G-13


Potentiometric surface maps for the shallow and deep zones of the Guelph-Amabel Aquifer were

developed using static water level data from the MOE WWRs database. The 5,097 “usable” well records

were further filtered to identify wells with high quality ground elevations. The recorded land surface

elevations were compared against the DEM (calculated for a 100 m grid spacing) and those wells that

showed a greater than 10 m deviation from the DEM were rejected. The DEM referenced wells were then

filtered to identify a subset of 1,428 higher quality records (28%) where the recorded bottom of the well is

at a depth of less than 30 m below ground surface (bgs). Within the study area, this represents the

average depth to the centre of the semi-confining Eramosa Member of the Amabel Formation. From this

subset of records, the static water levels at the time of well installation were interpolated to construct the

Overburden/Shallow Bedrock Potentiometic Surface map shown in Figure G-7. Filtering of the deep

bedrock zone identified 725 higher quality records (14%) where the top of the well screen or open well

bore interval is below 30 m bgs. The records from this subset were used to construct the Deep Bedrock

Potentiometric Surface map shown in Figure G-8. The contoured surfaces presented in the figures were

generated using kriging, a widely accepted interpolation method (see Davis, 1973).

Figure G-7 is consistent with the groundwater gradient map from Turner (1978) and shows that

groundwater flow follows a general north-to-south trend and is strongly influenced by upwards discharge

to the Speed and Eramosa rivers. Turner (1978) did not distinguish between the shallower groundwater

system in the Guelph Formation and the deeper groundwater system in the Lower Amabel Aquifer, which

is less influenced by the local streams. The Deep Bedrock Potentiometric Surface map (Figure G-8)

developed using MOE WWR data is consistent with the potentiometric maps developed for static

conditions measured in the four quadrant studies for the City of Guelph.

The regional trends and water levels from these maps were used to determine a reasonable limit for the

original model extent. As noted, the model was expanded to include additional surface water basins to

ensure that the model could correctly simulate induced groundwater flow beneath surface water divides.

(22-522 AppG August 2003) G-14

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LEGEND

Shallow Bedrock HeadContour Line Start: 290 Step: 10 Stop: 420

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Township Boundaries


Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-7: Overburden/Shallow Bedrock Potentiometric Surface



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Aquifer and Modelling Results

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LEGEND

Deep Bedrock HeadContour Line Start: 290 Step: 10 Stop: 420

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Township Boundaries


Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-8: Deep Bedrock Potentiometric Surface



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(GRCA 2001)


G-3. Numerical Model Development

Steady-state hydraulic heads (also referred to as aquifer potentials or groundwater levels) within the study

area are controlled by stratigraphy, the magnitude and spatial variation in hydraulic conductivity and the

rate and distribution of recharge and discharge. The groundwater flow model developed in this study

incorporates this information and solves a mass-balance equation to determine aquifer potentials at all

points within the study area. The resultant groundwater levels can then be interpreted (using Darcy's

Law) to determine the rates and direction of groundwater flow. While groundwater levels are known to

vary on a seasonal and year-to-year basis, model development was limited to an analysis of long-term

average (steady-state) conditions.

This section briefly describes (1) the governing steady-state groundwater flow equation, (2) the

groundwater flow model selected for this study, (3) the finite-difference grid and model layering, (4)

interpolation of layer surfaces, (5) specification of boundary conditions, and (6) preparation of input data

on the rates of groundwater recharge and discharge.

G-3.1 Groundwater Flow Theory

The general mass balance equation for steady-state groundwater flow can be stated as:

Sum of Boundary Inflows + Sum of All Internal Sources of Water =Sum of Boundary Outflows

Mathematically, the equation of mass balance for two-dimensional flow in a confined aquifer with

recharge, discharge, and leakage from above and below can be written as (Bear, 1979):

0)()(''

'

'

'

1

Nwell

k

kkkLUyyxx yyxxQNhHB

KhH

B

K

y

hT

yx

hT

x (1)

where: Txx = transmissivity in the x direction;

Tyy = transmissivity in the y direction;

h = hydraulic head;

K’ = vertical hydraulic conductivity of an overlying/underlying confining unit

B’ = thickness of the overlying or underlying confining unit;

H = head in the aquifer layer overlying/underlying the confining unit;

N = rate of groundwater recharge;

Q’ = pumping rate (per unit length) at Well(k).)( kxx = the Dirac delta function

(22-522 AppG August 2003) G-17


Similar equations can be written for each aquifer in a layered sequence of aquifers and confining units.

When an aquifer layer is unconfined, the transmissivity is replaced by the effective transmissivity, equal

to Kxx(h-b) where b is the base of the aquifer layer. The USGS MODFLOW code (McDonald and

Harbaugh, 1988) used in this study applies Equation 1 when simulating two-dimensional or quasi-three-

dimensional flow. When simulating fully three-dimensional flow, MODFLOW uses the leakage terms in

Equation 1 to represent vertical flow between aquifer sub-layers.

Equation (1) formed the basis of the mathematical model developed for the study area. This equation is

solved by the MODFLOW code to determine aquifer potentials based on the aquifer properties, recharge

and discharge rates, and conditions along the study area boundaries specified. A numerical model is

needed to solve Equation (1) because study area boundaries are irregular and aquifer properties,

stratigraphy, and rates of recharge and discharge vary spatially within the study area.

G-3.2 Model Limitations

Although MODFLOW is capable of simulating both transient and steady-state flow; the model developed

for this study simulated only steady-state flow. Steady-state simulations are a simplification of the actual

transient flow system. The various transient effects, such as daily or seasonal fluctuations in aquifer

potentials, rates of precipitation and evapotranspiration and surface water levels, have been removed from

the model by using average values for each parameter. For example, precipitation and the water level in

the Eramosa River were represented using annual average values. The steady-state model provides a

good representation of annual average groundwater flow conditions.

MODFLOW is applicable for simulating groundwater flow through either porous media (i.e.,

unconsolidated sediments) or bedrock that contains a network of fractures that transmits groundwater

according to Darcy’s Law. The characterization of a fractured bedrock as a hydraulic continuum is

typically scale related, but is appropriate for regional to a sub-regional scale (scale of the well-head

capture-zones) modelling (Anderson and Woessner, 1992). While there are likely to be circumstances

where the continuum approach for characterizing groundwater flow may not be applicable at the local

scale (e.g., simulating drawdowns at individual wells where the well response is strongly affected by

individual fractures), in general, most municipal wells in the study showed hydraulic response consistent

with the interpretation of an interconnected fractured network (i.e., a continuum).

Geologic systems tend to be complex due to the highly variable physical properties of rock and soil.

Because there are usually only a limited number of boreholes available to characterize a site, there is

always a level of uncertainty regarding how representative the measured values are of the average

properties in the vicinity of the borehole and how property values change between boreholes. Other

uncertainties can arise related to how well groundwater recharge and discharge rates can be measured or

estimated. Data limitations can also affect the quality of the model calibration. Lack of data in critical

areas of the model can reduce the number of unique parameter zones that can be represented and can lead

to non-unique model calibrations.

(22-522 AppG August 2003) G-18


The predictions made by the numerical model, which represents a simplification of the true physical

system, are therefore limited to an extent depending on the nature of the simplifying assumptions used in

model development. As noted, the most significant simplifying assumptions made in model development

are related to the limited availability and uncertainty in the field data. Despite these limitations, a well-

calibrated groundwater model can be used to provide insight into the factors that influence groundwater

flow in a particular area and can be applied to predict the effects of proposed water takings on local water

levels and discharge to streams. In general, a well-calibrated groundwater model can accurately simulate

average water levels, gradients, and flow directions. Predictions of flow paths and well capture zones,

however, are less certain since actual flow paths and capture zones can be significantly affected by small-

scale variations in geology and aquifer properties and the presence of individual fractures that are not

represented in the model.

G-3.3 Modelling Environment

The MODFLOW code used in this study was based on the MODFLOW-88 version documented in

McDonald and Harbaugh (1988). In addition to MODFLOW, the USGS MODPATH code as

documented in Pollock (1989) was used to simulate groundwater flowpaths and define capture zones.

The MODPATH code uses the aquifer potentials determined by MODFLOW along with other data to

determine groundwater time of travel for municipal well capture analyses.

The VIEWLOG data management system (Version 2.3, VIEWLOG Systems, Inc.) was used to pre-

process the model input data and post-process model results (VIEWLOG documentation available at

www.viewlog.com). Most figures presented in this technical report were generated using VIEWLOG.

(22-522 AppG August 2003) G-19


G-4. Numerical Model Development

G-4.1 Model Setup

The model uses a variable horizontal grid spacing varying from 50 metres (m) at the centre of the model

area to 1,600 m at the perimeter of the model domain. The average grid spacing within the model is 200

m. This 200-m grid spacing resolution is appropriate to conduct regional-scale simulations. Similar

scales were used by the GRCA in their regional flow modelling of the Grand River Basin. A finer-

resolution was used in the vicinity of the streams and around wellfields to better represent drawdowns

around the pumping wells and improve delineation of capture zones for production wells.

G-4.1.1 Flow Boundaries

The boundaries of the regional model are shown in Figure G-9. The model uses both “no-flow” and

“constant head” boundary conditions on the perimeter of the active model area. Model boundaries along

sub-watershed boundaries are treated as no-flow boundaries, where the rate of flow across the model

boundary is assumed to be small or equal to zero. It was felt that some of the sub-watershed boundaries

used in the original model (see Figure G-1) and subsequent expansion for the Guelph-Eramosa Township

may have been too close to the Arkell Spring Grounds area. The model boundaries were therefore

expanded to include the Township of Guelph/Eramosa, portions of the Townships of Puslinch, Woolwich

and Centre Wellington and a portion of the Town of Erin that includes Blue Springs Creek. The no-flow

boundaries were used along sub-watershed boundaries, where present, perpendicular to contours of equal

head as identified by the Grand River Conservation Authority (GRCA, 2001) and in the bedrock

groundwater potentiometric head maps (Figures G-8 and G-9).

Constant head boundary conditions were applied to all layers at a limited number of locations along the

model boundaries, primarily to represent streams crossing into or out of the model area. Constant head

boundaries were also applied to areas where sub-watershed boundaries were not present based on

contours of equal head potential in the bedrock aquifer as identified by GRCA (2001) and in Figures G-8

and G-9. These boundaries are located a sufficient distance from the study area such that changes in

pumping within the study area should not change assumed heads on the boundary. Constant heads were

also used to represent the Guelph Lake in Layers 1 and 2. As noted, the model boundaries are presented

in Figure G-9.

Head-dependent boundaries are used within the model area to simulate groundwater/surface water

interaction where groundwater is gained from (or lost to) a partially penetrating stream or river as leakage

across the streambed. The streambed is assumed to be less permeable than the surrounding aquifer due to

deposition of layers of fine-grained sediments or organic material.

(22-522 AppG August 2003) G-20

Baseflow

Constant Head

= 300 masl

Guelph Lake

Constant Head

Boundary

= 346 masl

No Flow Boundary

No Flow Boundary

Baseflow

Constant Head

= 330 masl

Baseflow

Constant Head

= 420 masl

Baseflow

Constant

Head

= 385 masl

Baseflow

Constant Head

= 310 masl

No Flow BoundaryLEGEND

Township Boundaries


Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-9: Model Boundary and Permitted Porduction Well Locations



N

Map Scale (metres)

0 4000 8000


7

7

6

Arkell

Spring

Grounds

Town of

Erin

Township

of Puslinch

Township of

Puslinch

Township of

Woolwich

Township of

Centre Wellington

City of Guelph

County Rd 124/

Lake Road Hamlet Area

Walkerbrae

Hamilton Drive

Ariss Blossom

Hill

Marden

Hartfield

Promenade

Park

Barrie Hill

Eramosa

Oustic

Brucedale

Everton

Town of

Milton

Eden

Mills

Rockwood

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Indian Trail

Regional Rd. 50

Stone Rd. E.

Eastview Rd.

Speedvale Ave. E.


Regional Rd. 22

Regional Rd. 22

Speedvale Ave. W.

Paisley Rd.

Fife Rd.

C.N.R.

Regional Rd. 30

Regional Rd. 51

Regional Rd. 124

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Arkell Rd.

Armstrong Mill

Gauge Station

Speed River

Gauge Station

Lutteral Creek

Hopewell Creek

Swan Creek

Cox Creek

Speed Riv

er

Clythe Creek

Eramosa River

Hanlon

Creek

Torrance

Cre

ek

Speed River

Speed R

iver

Speed R

iver

Guelph

Lake

Era

mosa R

iver

Blue Springs Creek

Eramosa River

Ellis Creek

Mill Creek

Glenn

Collector

Eramosa River

Gauge Station

Blue

Springs

Creek

Gauge

Station

Township of Guelph-Eramosa

(Blue Forest, Cross Creek &

Huntington Estates)

Collins

Township of

Guelph-Eramosa

(PW1 & PW2)

Guelph Lake

Cons. Area

Guelph Lakes

Golf & Country

Club

City of Guelph

(Helmar)

City of Guelph

(Calico)

Coldpoint

Properties

City of Guelph

(Dean Ave.)

City of Guelph

(University)

City of Guelph

(Downey Rd.)

City of Guelph

(Burkes)

City of Guelph

(Carter In/Out)

City of Guelph

(Paisley Rd.)

City of Guelph

(Membro & Water St.)

City of Guelph

(Clythe Creek)

City of Guelph

(Emma and Park)

City of Guelph

(Queensdale).

Guelph

Lime Ltd.

Cox FarmsWildwinds Golf Club

City of Guelph

(Wells 1, 7, 6, 8,

14 & 15 at Arkell

Spring Grounds)


The Eramosa River, Speed River and the main stems of Hanlon Creek and Blue Springs Creek (see Figure

G-9) are simulated as head-dependent recharge/discharge boundaries, using the MODFOW River

Package, where groundwater can flow into or out of the model depending on the hydraulic gradient at the

applicable grid nodes in the model. All other small streams, creeks and the Arkell Glenn Collector

Trench (see Figure G-9) are simulated as head-dependent drains using the MODFLOW Drain Package,

where groundwater can only flow out of the model at rates dependent on the hydraulic gradient at the

applicable model cells. A summary of the input parameters for the MODFLOW River and Drain

Packages are presented in Table G-1.

Table G-1: River Specifications

Surface Water Body

Type

MODFLOW

Package

Applied

Stream Bed

Conductance

(s-1

)

River

Width

(m)

Surface Water Elevation

(mASL)

Speed River downstream

of Eramosa RiverRiver 5 x 10-06 100 ground surface elevation

Speed River between

Guelph Lake and

Eramosa River

River 5 x 10-06 50 ground surface elevation

Eramosa River and Speed

River upstream from

Guelph Lake

River 5 x 10-06 25 ground surface elevation

Main stem of Hanlon

CreekRiver 5 x 10-06 10 3 m below ground surface

Main lower stem of Blue

Springs CreekRiver 5 x 10-07 10 ground surface elevation

Upper tributaries of Blue

Springs CreekDrain 5 x 10-07 7.5 ground surface elevation

Other Streams/Creeks

and collector systemDrain 5 x 10-06 7.5 3 m below ground surface

The head dependent flux (HDF) term for each grid cell is calculated as follows:

)( WTWESrr hhLWSLFHDF (2)

where: SLF = Stream bed conductance (hydraulic conductivity divided by bed thickness);

Wr = River bed width (specified in above table);

Lr = River length (calculated using VIEWLOG);

hSWE = Surface water elevation (based on Digital Elevation Model);

hWT = Calculate water table elevation in cell;

The values of the stream bed conductances were refined through model calibration, and are consistent

with stream bed hydraulic conductivities in the range of silt to silty fine sand.

(22-522 AppG August 2003) G-22


When the water table is above the specified surface water elevation, both the river and drain boundaries

allow groundwater to discharge from the groundwater system. When the water table drops below the

surface water elevation of a river boundary, water is allowed to recharge into the groundwater system. If

the water table drops below the streambed, then a fixed flux, based on a maximum 1-meter head

difference between the surface water elevation and the streambed bottom was applied. When the water

table drops below the surface water elevation of a drain boundary, no flow is allowed to recharge into the

groundwater system (i.e., flow is allowed from the aquifer to the drain only).

Cells within the active model domain can go “dry” during a simulation if the water table drops below the

base of the layer. These cells are then treated internally by MODFLOW as inactive cells since they no

longer contribute flow to the rest of the model area. The number of dry cells and their locations varied in

each of the model simulations in response to changes in model input conditions. The MODFLOW re-

wetting option (McDonald et al., 1991) was used to allow a cell to become active again if potentials in

neighboring cells were higher than the base of the dry cell. Re-wetting parameters were modified during

the course of the calibration to improve model stability and to speed the process of model convergence.

G-4.1.2 Extraction Wells

Extraction wells were incorporated into the model as detailed in Table G-2. The list of extraction wells

includes municipal water wells and private wells exceeding a permitted rate of 200,000 L/day. Referring

to Table G –2, this cut-off represents about 0.3% of the total quantifiable pumping. The locations of the

well are presented in Figure G-9. Average pumping rates for the City wells from 2000 were used. The

combined rate of production from these wells for 2000 is estimated to be approximately 10% higher than

the combined rate since 1997. Other municipal and private takings were applied at their permitted

pumping rates.

G-4.1.3 Groundwater Infiltration/Recharge

The total average annual precipitation measured at the Guelph Arboretum from 1971 to 2000 was 923

mm/year (Environment Canada, 2002). Applying the Thorthwaite water balance equation

(Thornthwaite, 1948), the annual potential evapotranspiration is estimated to be 53%, or 487 mm/year. A

limitation of the Thornthwaite water balance equation is that it neglects winter evapotranspiration. An

independent calculation of long-term water balance for the Upper Speed River for the same period of

record estimates a higher evapotranspiration of about 59%, or 540 mm/year (Whiteley, in preparation).

The remaining portion of precipitation from these two estimates of 383 to 436 mm/year is the water

surplus for this area. Part of the water surplus will end up as surface runoff to area watercourses and the

balance will infiltrate through the soil profile and eventual recharge the shallow groundwater.

(22-522 AppG August 2003) G-23

Table G-2: Pumping Rates Used in Regional Model

WellPrincipal Aquifer

(Model Layer)

Annual Average

(m3/s)

Annual Average

(m3/day)

Annual Average

(m3/year)

Water Use Comments:

City of Guelph Wells

Emma Street 2

Amabel (5) 0.0043 372 135,605 Municipal Water Supply

Park 2

Amabel (5) 0.0615 5,314 1,939,464 Municipal Water Supply

Clythe Creek 2

Guelph/Amabel (2&5) 0.0012 104 37,843 Municipal Water Supply 10% of pumping applied to Guelph Aquifer, 90% applied to Amabel Aquifer

Queensdale Crescent 2

Amabel (5) 0.0154 1,331 485,654 Municipal Water Supply

Paisley Road 2


Burkes 2

Guelph/Amabel (2&5) 0.0608 5,253 1,917,389 Municipal Water Supply 90% of pumping applied to Guelph Aquifer, 10% applied to Amabel Aquifer

Carter In/Out 2

Guelph (2) 0.0657 5,676 2,071,915 Municipal Water Supply

#1 (6/63) 2

Overburden (1) 0.0197 1,702 621,259 Municipal Water Supply

#6 (6/63) 2


#7 (7/63) 2


#8 (8/63) 2


Downey Road 2

Guelph/Amabel (2&5) 0.0549 4,743 1,731,326 Municipal Water Supply 33% of pumping applied to Guelph Aquifer, 67% applied to Amabel Aquifer

Water Street 2


Membro 2


University of Guelph 2

Guelph/Amabel (2&5) 0.0161 1,391 507,730 Municipal Water Supply 67% of pumping applied to GuelphAquifer, 33% applied to Amabel Aquifer

Dean Avenue 2


Helmar 2


Calico 2

Guelph/Amabel (2&5) 0.0156 1,348 491,962 Municipal Water Supply 67% of pumping applied to Guelph Aquifer, 33% applied to Amabel Aquifer

Township of Guelph-Eramosa Wells

Rockwood #1&2 1

Amabel (layer 5) 0.0227 1,961 715,867 Municipal Water Supply

Blue Forest 1


Cross Creek 1


Huntington Estates 1


Private Wells in Modelled Area

Guelph Lakes Conservation Area 1

Amabel (5) 0.0039 337 122,990 Water Supply

Guelph Lakes Golf Club 3

Amabel (5)0.0111 959 350,050 Commercial/Irrigation

Up to 25% of permitted rate of 2,650 L/min (combined surface water and

groundwater) can be sustained in model

Coldpoint Properties 1

Amabel (5) 0.0076 657 239,674 Industrial

Cox Farms 1

Overburden (1) 0.0045 389 141,912 Commercial/Aquaculture

Collins 1

Amabel (5) 0.0076 657 239,674 Agricultural

Guelph Lime Sump 4 2

Amabel (4) 0.0893 7,716 2,816,165 Industrial/Dewatering Year 2000 taking represents to 56% of permitted rate of 9,550 L/min

Wildwind Golf Club 1

Amabel (5) 0.0068 588 214,445 Commercial/Irrigation

Totals 0.7627 65,897

Notes: 1 - Rates are MOE permitted production rates.

2 - Rates based on an average of daily pumping rates for 2000.

3 - Rates are maximum average annual rates predicted by the model.


Locally, rates of groundwater recharge vary depending on soil type, topography, and land use. Data on

land use, climate, and soil properties were collected and analyzed in the quadrant studies to provide initial

estimates of the spatial distribution of groundwater recharge. These initial estimates were refined by

Gartner Lee Limited using the HELP hydrologic model to provide recharge rates for different

combinations of soil types and land use categories.

Net average recharge to the groundwater system was simulated using the RECHARGE module for

MODFLOW. Initial estimates of recharge rates were assigned to groups of model cells representing the

different soil property zones as determined from the digitized map of surficial geology (Figure G-10).

The glacial tills, with hummocky topography, were assigned higher recharge rates. Recharge rates in

urban areas were reduced compared to those in rural areas. Some degree of uncertainty was assumed to

be associated with these initial estimates. Recharge rates, as outlined in Table G-3 and Figure G-10, were

adjusted slightly during the process of model calibration. Model sensitivity analyses were conducted after

the model calibration by scaling the recharge rates. Simulations were also conducted to determine the

response of the groundwater system to extreme wet or dry climatic conditions.

G-4.1.4 Preparation of Model Layer Surfaces

The numerical model developed for the study area incorporated detailed information on the stratigraphy

of the aquifers and aquitards. Six layers were used in the groundwater flow model to represent the flow

units identified in the study area (see Figure G-2). Model layers are discussed further in the next section.

Preparation of the surfaces representing the tops and bottoms of each layer took considerable effort and

included: (1) analyzing MOE WWR and City of Guelph borehole logs; (2) identifying the top and bottom

of each aquifer layer and aquitard; (3) interpolating the point elevation data to the finite-difference grid;

(4) checking the generated surfaces; and, (5) correcting surfaces by slightly adjusting elevations where

required.

The layers in the original 1999 model were based on borehole data contained in the draft reports for the

quadrant studies (JHL 1993, 1995, 1997, and 1998) along with other relevant data in the Hanlon Creek

(Marshall, Macklin, Monaghan, 1992), Puslinch (Gartner Lee Associates Limited, 1986a), and other

Guelph water supply reports (BCE, 1991 and GLAL, 1986b). Geologic logs, gamma logs, and televiewer

logs for the municipal supply and observation wells were examined by Gartner Lee to determine: 1) land

surface elevation at each well; 2) the top of the Guelph aquifer; 3) the top of the Eramosa unit; 4) the top

of the Amabel aquifer; 5) the top of the “production zone” within the Amabel aquifer; 6) the bottom of

the production zone; and 7) the top of the lower shale unit that served as the base of the Amabel aquifer.

The ground surface layer of the 2003 model, presented in Figure G-3, was developed applying the DEM

used in the Guelph-Eramosa Township Groundwater Study (Gartner Lee, 2003). The top of bedrock

layer, presented in Figure G-6, was developed using the top of the first bedrock unit encountered in the

screened WWRs (database of 4,394 MOE WWRs).

(22-522 AppG August 2003) G-25

LEGEND

Township Boundaries


Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-10: Layer 1 Recharge and Hydraulic Conductivity Distribution



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Map Scale (metres)

0 4000 8000


6

59

78

4

2

1

3

7

7

6

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Indian Trail

Regional Rd. 50

Stone Rd. E.

Eastview Rd.

Speedvale Ave. E.


Regional Rd. 22

Regional Rd. 22

Speedvale Ave. W.

Paisley Rd.

Fife Rd.

C.N.R.

Regional Rd. 30

Regional Rd. 51

Regional Rd. 124

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Arkell Rd.

Armstrong Mill

Gauge Station

Speed River

Gauge Station

Lutteral Creek

Hopewell Creek

Swan Creek

Cox Creek

Speed Riv

er

Clythe Creek

Eramosa River

Hanlon

Creek

Torrance

Cre

ek

Speed River

Speed R

iver

Speed R

iver

Guelph

Lake

Era

mosa R

iver

Blue Springs Creek

Eramosa River

Ellis Creek

Mill Creek

Glenn

Collector

Eramosa River

Gauge Station

Blue

Springs

Creek

Gauge

Station

��

��

��

��

Table G-3: Parameters for the Calibrated Groundwater Flow Model

Layer 1 -- Overburden3

Area Number Surficial Geology m/d m/s mm/year m/s

1 Bedrock 0.864 1.0E-05 0 0.0E+002 Glacial Till - Typical 0.00864 1.0E-07 63 2.0E-093 Glacial Till - Hummocky 0.00864 1.0E-07 252 8.0E-094 Kame/Eskers - Sand & Gravel 21.6 2.5E-04 378 1.2E-085 Glaciofluvial - Gravel 43.2 5.0E-04 442 1.4E-086 Glaciofluvial - Sand 21.6 2.5E-04 221 7.0E-097 Glaciolacustrine - Silt and Clay 0.0432 5.0E-07 0 0.0E+008 Organic - Peat and Muck 0.00864 1.0E-07 32 1.0E-099 Modern Alluvium - Gravel, Sand & Silt 0.0864 1.0E-06 95 3.0E-09

Note: 1 - Vertical Hydraulic Conductivity Anisotropy Ratio = 0.25 2 - Recharge reduced 25% in urban areas 3 - Effective porosity of all overburden units = 0.3

Layers 2 & 3 -- Shallow Bedrock

Vertical Hydraulic

Conductivity

Anisotropy Ratios

Effective

Porosity

Area Number Layer Number -- Formation m/d m/s (-) (-)

1 Layer 2 -- Guelph Formation 4.32 5.0E-05 0.5 0.012 86.4 1.0E-03 0.5 0.013 172.8 2.0E-03 0.5 0.014 691.2 8.0E-03 0.5 0.015 259.2 3.0E-03 0.5 0.016 0.00864 1.0E-07 0.5 0.017 0.864 1.0E-05 0.5 0.018 0.00432 5.0E-08 0.5 0.019 8.64 1.0E-04 0.5 0.01

1 Layer 3 -- Eramosa Unit 0.00432 5.0E-08 0.1 0.012 0.0864 1.0E-06 0.1 0.013 0.0864 1.0E-06 0.1 0.014 0.0864 1.0E-06 0.1 0.015 0.0864 1.0E-06 0.1 0.016 0.00864 1.0E-07 0.1 0.017 0.864 1.0E-05 0.1 0.018 0.00432 5.0E-08 0.1 0.019 0.00432 5.0E-08 0.1 0.01

Layers 4 - 6 -- Deep Bedrock

Vertical Hydraulic

Conductivity

Anisotropy Ratios

Effective

Porosity

Area Number Layer Number -- Formation m/d m/s (-) (-)

1 Layer 4 -- Upper Amabel 0.432 5.0E-06 0.25 0.012 0.864 1.0E-05 0.25 0.013 0.864 1.0E-05 0.25 0.014 0.864 1.0E-05 0.25 0.015 0.864 1.0E-05 0.25 0.016 0.864 1.0E-05 0.25 0.01

1 Layer 5 -- Production Zone 0.432 5.0E-06 1.0 0.052 43.2 5.0E-04 1.0 0.053 86.4 1.0E-03 1.0 0.054 172.8 2.0E-03 1.0 0.055 345.6 4.0E-03 1.0 0.056 0.864 1.0E-05 1.0 0.05

1 Layer 6 - Lower Amabel 0.432 5.0E-06 0.25 0.012 0.864 1.0E-05 0.25 0.013 0.864 1.0E-05 0.25 0.014 0.864 1.0E-05 0.25 0.015 0.864 1.0E-05 0.25 0.016 0.864 1.0E-05 0.25 0.01

Hydraulic Conductivity (Kh)

Hydraulic Conductivity (Kh)1

Groundwater Recharge2

Hydraulic Conductivity (Kh)


Higher quality lithology logs selected from the MOE WWR database were identified as part of the

Guelph-Eramosa Township Groundwater Study (Gartner Lee Limited, 2003) and used to identify

stratigraphic layers within the 2003 model. The selected wells included deep well records that contain

sufficient stratigraphic detail to identify the individual units (i.e., Guelph Formation, Eramosa Unit, and

Unsubdivided Amabel) based on colour and lithology. Table G-4 presents a list of the higher quality

lithology logs used to generate the stratigraphic contacts used in the model. The bedrock formation

contact surfaces developed for the model are presented in Figures G-11 through G-13.

Stratigraphic contacts for the wells were interpolated to the centre of each finite-difference cell using a

technique called “universal kriging” (see Davis, 1973). Variance analysis and fitting of the theoretical

variograms was done within the VIEWLOG data management system. In universal kriging, an estimate

of the trend (drift) is first determined, subtracted from the raw data, and then a variogram is fitted to the

residuals. This process is iterative, since the updated values for the drift and residuals are used to improve

the fit of the variogram. The stratigraphic layers developed for the 2003 model were checked for

consistency with the original layers developed for the 1999 model.

(22-522 AppG August 2003) G-28

Table G-4: Well Locations and Stratigraphic Contact Data

MOE ID or WELL NAME EASTING NORTHING FORMATION NAME COLOUR DESCRIPTION TOP ELEVATION BOTTOM ELEVATION

m ASL m ASL

2801746 568653 4824200 Amabel GREY limestone 315.47 291.08

2801746 568653 4824200 Eramosa Mbr of Amabel BLACK limestone 332.23 315.47


2801783 571210 4822337 Amabel BLUE limestone 313.94 301.75


2801783 571210 4822337 Guelph limestone 323.09 320.04

6504448 551114 4819353 Amabel BROWN rock 280.42 274.32

6504448 551114 4819353 Amabel GREY rock 297.18 280.42

6504448 551114 4819353 Eramosa Mbr of Amabel BLACK rock 302.67 297.18


6700227 564915 4829729 Amabel WHITE limestone 323.09 316.99

6700227 564915 4829729 Amabel GREY rock 329.18 323.09


6700227 564915 4829729 Guelph GREY limestone 351.13 335.28

6700566 563538 4842088 Amabel BROWN limestone 358.14 352.65









6700855 560438 4823275 Eramosa Mbr of Amabel GREY shale 308.76 307.24

6700855 560438 4823275 Eramosa Mbr of Amabel shale 309.37 308.76

6700855 560438 4823275 Guelph BROWN limestone 320.04 309.37

6700855 560438 4823275 Guelph WHITE limestone 326.75 320.04
















6700871 561904 4823483 Amabel limestone 296.88 281.64


6700871 561904 4823483 Eramosa Mbr of Amabel GREY interbedded limestone/shale 302.67 302.06





6700871 561904 4823483 Clinton Group BLUE shale 261.52 260.30








6700886 559599 4824503 Guelph RED limestone 330.71 309.98













6700936 563010 4816200 Amabel BLUE rock 245.36 242.32













m ASL m ASL





6701333 556484 4821873 Amabel BLACK limestone 249.02 247.80


6701333 556484 4821873 Eramosa Mbr of Amabel BROWN limestone 305.71 299.31




6701346 554104 4824904 Guelph BLUE limestone 315.47 310.90




















6702763 566694 4821738 Eramosa Mbr of Amabel BLACK shale 302.36 299.62

6702763 566694 4821738 Eramosa Mbr of Amabel BROWN limestone 305.71 302.36


















6704497 562264 4830503 Amabel GREY rock 327.66 317.91


6704497 562264 4830503 Guelph GREY rock 353.87 336.80

6704636 558504 4815789 Amabel GREY rock 288.95 288.34


6704636 558504 4815789 Guelph GREY rock 308.46 297.18




6704763 565912 4825252 Amabel GREY rock 312.12 303.89


6704763 565912 4825252 Guelph WHITE rock 331.32 325.22

6704763 565912 4825252 Guelph BROWN rock 333.76 331.32













6705436 563764 4836723 Guelph GREY rock 367.28 362.71


6705437 561564 4817223 Guelph GREY rock 312.42 300.53




6705652 565774 4821443 Amabel GREY rock 285.29 278.59



m ASL m ASL

6705652 565774 4821443 Amabel GREY rock 286.51 285.29

6705652 565774 4821443 Amabel GREY rock 310.90 286.51


6705652 565774 4821443 Guelph BROWN shale 322.48 317.60

6705652 565774 4821443 Guelph BROWN shale 324.61 322.48






6706102 558674 4826263 Guelph BROWN interbedded limestone/shale 343.81 333.45

6706102 558674 4826263 Clinton Group GREY shale 266.40 250.55

6706102 558674 4826263 Clinton Group GREY interbedded limestone/shale 270.97 266.40

6706102 558674 4826263 Clinton Group RED interbedded limestone/shale 272.49 270.97

6706102 558674 4826263 Clinton Group GREY interbedded limestone/shale 275.54 272.49

6706105 560593 4813731 Amabel WHITE rock 262.43 251.46

6706105 560593 4813731 Amabel GREY rock 265.79 262.43



6706250 565954 4827103 Amabel GREY rock 320.65 316.08











6707288 558550 4816352 Amabel GREY rock 283.90 281.46




6707597 561434 4831290 Amabel GREY rock 327.23 311.99


6707597 561434 4831290 Guelph GREY rock 347.35 336.38

6708495 568624 4829413 Amabel GREY rock 349.86 337.66



6708522 567138 4827977 Amabel GREY rock 330.66 318.47






6708591 564950 4822022 Amabel limestone 300.98 296.10

6708591 564950 4822022 Amabel GREY rock 305.25 300.98

6708591 564950 4822022 Amabel BLUE rock 305.86 305.25


6708591 564950 4822022 Eramosa Mbr of Amabel shale 315.00 314.09








6708820 563549 4842574 Eramosa Mbr of Amabel GREY limestone 374.66 365.51



6708986 565191 4827583 Amabel GREY rock 319.42 295.04



6709283 564891 4826140 Amabel GREY rock 305.32 296.17

6709283 564891 4826140 Amabel GREY rock 309.89 305.32




6709383 565185 4820463 Amabel GREY rock 302.04 270.04



6709383 565185 4820463 Clinton Group RED shale 263.94 256.32





6710194 558041 4825847 Amabel GREY rock 271.85 254.17


6710194 558041 4825847 Eramosa Mbr of Amabel GREY rock 306.90 302.33




m ASL m ASL

6710194 558041 4825847 Clinton Group RED shale 248.99 245.94


6711083 560200 4819192 Amabel GREY rock 282.18 269.99



6711145 567662 4835173 Amabel GREY rock 358.61 312.28



6711145 567662 4835173 Clinton Group GREY shale 312.28 309.23


BH#11/2000 COG (deep) 568611 4822275 Amabel GREY limestone 308.82 279.53

BH#11/2000 COG (deep) 568611 4822275 Eramosa Mbr of Amabel BROWN limestone 320.38 308.82



BH#12/2000 COG (deep) 567644 4821533 Guelph BROWN limestone 328.93 317.05

BH#13/2000 COG (shallow) 566977 4822128 Eramosa Mbr of Amabel BROWN limestone 313.04 306.95









BH#17/2000 COG (deep) 566289 4821819 Guelph BROWN limestone 312.19 308.07

BH#19/2000 COG (deep) 567065 4822988 Amabel limestone 303.48 285.91

BH#19/2000 COG (deep) 567065 4822988 Eramosa Mbr of Amabel limestone 316.31 303.48

BH#20/2001 COG (deep) 567409 4823411 Amabel limestone 308.80 286.69

BH#20/2001 COG (deep) 567409 4823411 Eramosa Mbr of Amabel limestone 317.49 308.80

Rockwood GE-OW1/02 568792 4830030 Amabel GREY limestone 343.02 336.92

Rockwood GE-OW1/02 568792 4830030 Eramosa Mbr of Amabel BROWN limestone 354.55 343.02

290

290

290

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324.5

306.9

355.7

286.5

335.3

320.0

324.0

315.8

313.9

298.1

324.6

305.7

303.0

317.6

315.0297.2

325.2

301.8

289.6

360.3

309.7309.1

307.5

355.3

310.9

310.9

336.8

300.2

307.5

300.5

305.4

350.5

291.4

322.5

336.4

356.0

313.9

332.2

335.6

310.9

374.7

367.1

345.9

311.8

332.2

362.7

306.0

334.1

357.8

320.0

292.7

347.5

335.3

302.7

339.2

339.8

349.9

353.0306.0

LEGEND


Township Boundaries



Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-11: Top of Eramosa Member of Amabel Formation



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Guelph Formation Absent

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Guelph Formation and

Eramosa Member Absent

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Regional Rd. 22

Speedvale Ave. W.

Paisley Rd.

Fife Rd.

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Armstrong Mill

Gauge Station

Speed River

Gauge Station

Lutteral Creek

Hopewell Creek

Swan Creek

Cox Creek

Speed Riv

er

Clythe Creek

Eramosa River

Hanlon

Creek

Torrance

Cre

ek

Speed River

Speed R

iver

Speed R

iver

Guelph

Lake

Era

mosa R

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Blue Springs Creek

Eramosa River

Ellis Creek

Mill Creek

Glenn

Collector

Eramosa River

Gauge Station

Blue

Springs

Creek

Gauge

Station

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309.9

302.3

353.0

265.8

320.6

319.4

309.4

302.1

288.0

309.4

299.3

290.8

310.9

305.9289.0

312.1

296.0

283.5

349.9

302.0299.9

293.5

291.1

327.7

282.2

299.6

294.7

338.9

327.2

349.9

297.2

315.5

325.2

299.6

365.5

358.6

299.6

300.2

317.4

347.5

313.9

283.9

341.4

329.2

297.2

330.7

353.6

349.6299.3

LEGEND


Township Boundaries



Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-12: Top of Unsubdivided Amabel Formation



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Regional Rd. 50

Stone Rd. E.

Eastview Rd.

Speedvale Ave. E.


Regional Rd. 22

Regional Rd. 22

Speedvale Ave. W.

Paisley Rd.

Fife Rd.

C.N.R.

Regional Rd. 30

Regional Rd. 51

Regional Rd. 124

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Arkell Rd.

Armstrong Mill

Gauge Station

Speed River

Gauge Station

Lutteral Creek

Hopewell Creek

Swan Creek

Cox Creek

Speed Riv

er

Clythe Creek

Eramosa River

Hanlon

Creek

Torrance

Cre

ek

Speed River

Speed R

iver

Speed R

iver

Guelph

Lake

Era

mosa R

iver

Blue Springs Creek

Eramosa River

Ellis Creek

Mill Creek

Glenn

Collector

Eramosa River

Gauge Station

Blue

Springs

Creek

Gauge

Station

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240

250

250

250

250

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254.2

261.5

247.5

275.8

247.8269.1

242.3

270.0

275.5

287.7

267.0

302.4

312.3

261.5

LEGEND

Layer 6 Layer BottomContour Line Start: 230 Step: 10 Stop: 320

Township Boundaries



Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-13: Bottom of Unsubdivided Amabel Formation



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Indian Trail

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Stone Rd. E.

Eastview Rd.

Speedvale Ave. E.


Regional Rd. 22

Regional Rd. 22

Speedvale Ave. W.

Paisley Rd.

Fife Rd.

C.N.R.

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Regional Rd. 51

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Arkell Rd.

Armstrong Mill

Gauge Station

Speed River

Gauge Station

Lutteral Creek

Hopewell Creek

Swan Creek

Cox Creek

Speed Riv

er

Clythe Creek

Eramosa River

Hanlon

Creek

Torrance

Cre

ek

Speed River

Speed R

iver

Speed R

iver

Guelph

Lake

Era

mosa R

iver

Blue Springs Creek

Eramosa River

Ellis Creek

Mill Creek

Glenn

Collector

Eramosa River

Gauge Station

Blue

Springs

Creek

Gauge

Station


The VIEWLOG data management system was used to interactively check and correct the interpolated

surfaces where any interpolated surfaces crossed. Crossovers occurred most often near the bedrock

valleys, where the interpolated bedrock surface cut across the interpolated surfaces for the lower layers.

G-4.1.5 Model Layers

The model incorporates six layers to simulate the complex hydrogeology (as shown in the conceptual

model Figure G-2) that is present in within the region. The layers are as follows:

Layer 1 – represents the overburden;

Layer 2 – represents the Guelph Formation (the upper bedrock aquifer referred to as the Guelph

Aquifer) which is found across most of the study area;

Layer 3 – represents the Eramosa Member of the Amabel Formation, (an aquitard that impedes the

vertical flow of groundwater between the upper and lower bedrock aquifers) which is present

across most of the study area but is absent in the southeast portion;

Layer 4 - represents the upper zone of the Unsubdivided Amabel Formation (the lower bedrock

aquifer herein referred to as the Amabel Aquifer) which is present across the entire study area;

Layer 5 - represents the highly cavernous zone of the Amabel Formation (a highly productive zone

of the Amabel Aquifer) identified in several areas; and,

Layer 6 - represents the hydrogeologic characteristics of the lower zone of the Unsubdivided

Amabel Formation (a less productive zone of the Amabel Aquifer).

The interpreted extents of the Guelph Formation and the Eramosa Member of the Amabel Formation are

also shown in Figure G-11. The Guelph Formation and Eramosa Member are absent in the vicinity of and

south and east of Rockwood, based on Blue Springs Creek watershed reports (MOE, 1978; Stantec, 1999)

and available borehole stratigraphy from water well records. Since MODFLOW requires each model

layer to be continuous across the grid, the thickness of Layer 2 (representing the Guelph Formation) was

reduced to 0.1 m in these areas.

G-4.1.6 Model Parameters

The hydrogeologic characteristics of the overburden (Layer 1) were defined using estimated hydraulic

conductivities based on the soil types shown in the surficial geology map. Initial estimates for the

different soil types were based on ranges provided in Freeze and Cherry (1979) and refined during the

process of calibrating the 1999 model. Calibration of bedrock hydraulic conductivities in the 1999 model

was done by first simulating pre-development conditions (i.e., no pumping) and comparing with Turner

(1978) to ensure that the hydraulic conductivities and recharge rates selected yielded a reasonable match

to regional flow patterns. Next, a composite of the static water levels, as determined in the well shutdown

tests for each quadrant, was matched. This resulted in an initial definition of higher and lower

permeability zones within the bedrock aquifer layers. Separate simulations of each shutdown test were

then used to refine the hydraulic conductivity values and leakage factors in each quadrant.

(22-522 AppG August 2003) G-36


Further adjustments of hydraulic conductivities for the bedrock units were done during the

Guelph/Eramosa Township Groundwater Study and subsequently, in this study to better match observed

hydraulic heads. The hydraulic conductivities used for the regional model are presented in Table G-3 and

Figures G-10, G-14 and G-15. Where the Guelph Formation is known to be absent, the hydrogeologic

parameters of Layer 2 were set equal to that of Layer 3 or 4 (Eramosa Unit, if present, otherwise Upper

Amabel). Vertical leakage between layers was specified according to the hydraulic conductivity

anisotropy ratios presented in Table G-3. Anisotropies ratios were selected based on results of calibrating

the 1999 model. No leakage occurs between the Amabel Aquifer and the underlying formations of the

Clinton Group in the model.

Zones of higher hydraulic conductivity were input along portions of several major and minor bedrock

valleys, which were believed to be areas of greater fracturing. Larger zones of higher hydraulic

conductivity were placed in locations where bedrock valleys and existing rivers coincide. Aquifer test

results from pumping tests conducted at several City of Guelph test wells in Arkell Spring Grounds in

2000 and at the Township of Guelph/Eramosa Test Well (TW3/02) in Rockwood in 2002 were used to

help refine and verify hydraulic conductivity values selected for those general areas.

The hydraulic conductivity values selected to represent the Amabel Aquifer in the Arkell Spring Grounds

area were based on the results from short-term pumping tests conducted by the City of Guelph at

observation wells OW #11/2000 through OW#18/2000 during 2000. These pumping test results indicated

transmissivities of approximately 0.02 m2/s at wells OW#14/2000 and OW#15/2000 and approximately

0.01 m2/s at wells OW#11/2000, OW#12/2000 and OW#18/2000. These measured transmissivities are

considered representative of the highly productive cavernous zone of the Amabel Aquifer that is present

at an elevation of approximately 295 mASL in this area. The transmissivity values were converted to

hydraulic conductivity values 0.004 m/s and 0.002 m/s by dividing by 5 m (the thickness of Layer 5) and

were applied to Layer 5, as shown in the lower portion of Figure G-11. A hydraulic conductivity of

1.0x10-5 m/s was applied to the upper and lower zones of the Unsubdivided Amabel Formation (Layers 4

and 6) within the Arkell Spring Grounds area.

A higher hydraulic conductivity of 5x10-4 m/s was applied to Layer 5 of the model in the southern and

eastern portions of the modelled area. This value was selected based on model calibration and is only

slightly higher than that estimated from a 72-hour pumping test conducted at TW3/02 by Burnside

Environmental (2002). Results of the pumping test indicated the productive cavernous zone of the

Amabel Aquifer that is present at an elevation of approximately 305 mASL has a transmissivity of

approximately 4.3x10-4 m2/s to 1.3x10-3 m2/s. Assuming the thickness of the cavernous zone is 5 m, the

highest transmissivity converts to a hydraulic conductivity of 2.6x10-4 m/s. The hydraulic conductivity

used in the model is in the same order of magnitude as measured. A hydraulic conductivity of 1 10-5 m/s

was applied to the upper and lower zones of the Unsubdivided Amabel Formation (Layers 4 and 6) within

the southern and eastern portions of the modelled area.

(22-522 AppG August 2003) G-37

Rockwood Buried

Bedrock Valley

LEGEND

Layer 2 Hydraulic Conductivity

1.00E-06 1.00E-05 1.00E-04 1.00E-03 1.00E-02

Township Boundaries



Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-14: Layer 2 and 3 Hydraulic Conductivity Distribution



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or Unsaturated



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Indian Trail

Regional Rd. 50

Stone Rd. E.

Eastview Rd.

Speedvale Ave. E.


Regional Rd. 22

Regional Rd. 22

Speedvale Ave. W.

Paisley Rd.

Fife Rd.

C.N.R.

Regional Rd. 30

Regional Rd. 51

Regional Rd. 124

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Armstrong Mill

Gauge Station

Speed River

Gauge Station

Lutteral Creek

Hopewell Creek

Swan Creek

Cox Creek

Speed Riv

er

Clythe Creek

Eramosa River

Hanlon

Creek

Torrance

Cre

ek

Speed River

Speed R

iver

Speed R

iver

Guelph

Lake

Era

mosa R

iver

Blue Springs Creek

Eramosa River

Ellis Creek

Mill Creek

Glenn

Collector

Eramosa River

Gauge Station

Blue

Springs

Creek

Gauge

Station

Rockwood Buried

Bedrock Valley

LEGEND

Amabel Aquifer Hydraulic Conductivity (Layer 5)

1.00E-07 1.00E-06 1.00E-05 1.00E-04 1.00E-03 1.00E-02 1.00E-01 1.00E+00

Township Boundaries



Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-15: Layer 4, 5 and 6 Hydraulic Conductivity Distribution



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Indian Trail

Regional Rd. 50

Stone Rd. E.

Eastview Rd.

Speedvale Ave. E.


Regional Rd. 22

Regional Rd. 22

Speedvale Ave. W.

Paisley Rd.

Fife Rd.

C.N.R.

Regional Rd. 30

Regional Rd. 51

Regional Rd. 124

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Armstrong Mill

Gauge Station

Speed River

Gauge Station

Lutteral Creek

Hopewell Creek

Swan Creek

Cox Creek

Speed Riv

er

Clythe Creek

Eramosa River

Hanlon

Creek

Torrance

Cre

ek

Speed River

Speed R

iver

Speed R

iver

Guelph

Lake

Era

mosa R

iver

Blue Springs Creek

Eramosa River

Ellis Creek

Mill Creek

Glenn

Collector

Eramosa River

Gauge Station

Blue

Springs

Creek

Gauge

Station


G-4.2 Model Calibration

The groundwater flow model was calibrated to hydraulic head maps generated for shallow and deep

bedrock zones using data from MOE water well records (Figures G-7 and G-8), as part of the

Guelph/Eramosa Groundwater Study (Gartner Lee, 2003). Groundwater discharge to selected rivers and

streams was compared to average groundwater baseflow estimates from the Guelph All-Weather

Sequential-Events Runoff (GAWSER) model used by GRCA. The calibration of the model is primarily

dependent on the recharge and hydraulic conductivity parameters. In general, the range of possible

recharge values is much smaller than the range of uncertainty in hydraulic conductivity values.

Therefore, calibration was conducted by selecting reasonably conservative estimates for recharge and

adjusting the hydraulic conductivity parameters to match the observed heads.

G-4.2.1 Sub-Watershed Mass Balance

A sub-watershed mass balance was conducted by comparing the model mass balance during pumping

conditions with the volume of baseflow from groundwater discharge to rivers and streams at several river

gauge stations. Groundwater baseflow discharge to rivers was estimated by GRCA (2002b) for

Armstrong Mills, Eramosa at Watson Road, Speed River at Hanlon and Blue Springs Creek at Eramosa

River gauge stations (shown in Figure G-2) using the GAWSER model. The stream flow data provided

by the GRCA for the Eramosa River covers the period between 1962 and 2000. The Arkell Spring

Grounds wells were operational over most of this period beginning in the mid to late 1960’s.

The GAWSER model results were used to separate annual average storm water runoff into the streams

from annual average baseflow that can be attributed to groundwater discharge. Stream flow rates

recorded more than 20% of the time were considered to be representative of the annual average stream

baseflow. The ranked flow duration plots for these stations were obtained from the GRCA are presented

in Figure G-16. The GRCA estimated average stream baseflow using two methods to provide a range of

values as follows:

all stream flow rate measurements that occur more than 20% of the time were averaged to provide

the annual average baseflow; and,

by approximating a triangle between 20% and 100% on a graph of flow rate versus percent time,

the value at 1/3 of the triangle area (approximately 46.7%) was taken as the annual average

baseflow.

Groundwater baseflow estimated by GRCA for the four gauge stations is provided in Table G-5.

(22-522 AppG August 2003) G-40


Figure G-16: Ranked Duration Flows from GRCA

GRCA considers flow between 20% and 100% of the time to be

representative of baseflow conditions.

Average annual baseflow was calculated by GRCA to be:

(1) the average flow between 20% and 100%; and,

(2) the value at 46.67% (the point representing 1/3 the area of a

triangle approximating the area beneath the line between 20% to

100%.

(22-522 AppG August 2003) G-41


Figure G-16: Ranked Duration Flows from GRCA (continued)

(22-522 AppG August 2003) G-42


Table G-5: GRCA Stream Baseflow Estimates

Steam Gauge Flow Station Period of Record

20%-100%

Average Flow

(m3/s)

1/3 of 20%-100%

(46.67%) Flow

(m3/s)

Armstrong Mills* Oct. 1953 through Dec. 2000 0.78 0.88

Eramosa at Watson Road Mar. 1962 through Dec. 2000 1.44 1.67

Speed at Hanlon May 1950 through Dec. 1998 3.08 3.60

Blue Springs Creek October 1965 through Dec. 2000 0.39 0.44

GRCA Estimated Groundwater

Baseflow Contribution Between

Stations

(= Speed - Armstrong - Eramosa)

0.86 1.05

*1953-1991 record was simulated based on Lutteral Creek Flow records

The estimated groundwater baseflow contribution to the Speed and Eramosa Rivers between the gauge

stations at Armstrong Mills/Eramosa at Jones Baseline and Speed at Hanlon from the groundwater flow

model is 0.96 m3/s. The mass balance from the model is within the GRCA estimated range for the same

sub-watershed area. The modelled flow from Blue Springs Creek only is 0.49 m3/s and only slightly

exceeds the higher of the two GRCA estimates.

A summary of the model mass balance is presented in Table G-6. Overall, the mass balance error (water

coming into the model by recharge and baseflow minus water leaving the model via discharge to rivers

and groundwater production wells) is about 0.01%. This mass balance error is well below the ideal

criterion suggested by Konikow (1978). The low mass balance error demonstrates that the model

converged to a correct solution. For the entire model area, approximately 89% of the available

groundwater (recharge plus additional baseflow) is discharged to rivers and streams and 11% is captured

by major groundwater takings included in the model. Within the modelled portion of the Eramosa River

groundwater-shed, shown in Figure G-17, the volume of groundwater that discharges to the rivers and

streams represents approximately 76% of the available groundwater and major groundwater takings

represents approximately 24% of the available groundwater.

G-4.2.2 Calibration to Regional Groundwater Heads

Groundwater hydraulic head maps were developed for an overburden/shallow bedrock zone and a deep

bedrock zone as part of the Guelph-Eramosa Groundwater Study. The overburden and shallow bedrock

zone includes water wells that are screened/completed entirely between 0 m to 30 m bgs. The deep

bedrock zone includes water wells that are screened/completed entirely below 30 m bgs.

(22-522 AppG August 2003) G-43

Table G-6: Mass Balance Summary For Groundwater Flow Model

Component Units

Modelled Portion of

Eramosa River

Groundwater-Shed

Modelled Portion

of Speed River

Groundwater-shed

Modelled Portion

of Grand River

Groundwater-Shed

Modelled Portion of

Mill Creek

Groundwater-Shed

Entire Groundwater

Model Domain

Estimated Modelled Area m2

2.21E+08 3.81E+08 1.53E+08 5.83E+07 8.13E+08

Total Groundwater Recharge m3/s 1.897 3.161 1.071 0.571 6.699

Total Guelph Lake (Const. Head Boundary) m3/s 0 0.0343 0 0 0.0343

Total Major Production Well Takings m3/s -0.403 -0.36 0 0 -0.763

Total Production from Arkell Groundwater Collectors m3/s -0.050 0 0 0 -0.050

Total GW Discharge to Rivers/Streams m3/s -1.456 -2.978 -1.028 -0.571 -6.033

Baseflow Into Area (Const. Head Boundary Only) m3/s 0.0117 0.274 0 0 0.286

Baseflow Out of Area (Const. Head Boundary Only) m3/s 0 -0.131 -0.0431 0 -0.174

Average Recharge mm/yr 271 262 221 309 260

Total Available Groundwater (Recharge + Const. Head) m3/s 1.909 3.338 1.028 0.571 6.845

Groundwater Usage (Major Takings / Total Avail.GW) % 23.7% 10.8% 0% 0% 11.1%

Water Balance Error for Area % -0.011%

Note: Positive values indicate water entering the model and negative values indicate water leaving the model.

Eramosa River

Watershed

Speed River

Watershed

Grand River

Watershed

Mill Creek

Water-

shed

LEGEND

Model Boundary Index

-1 -0.5 0 0.5 11

Township Boundaries


Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-17: Regional Calibration Areas



N

Map Scale (metres)

0 4000 8000





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C.N

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Indian Trail

Regional Rd. 50

Stone Rd. E.

Eastview Rd.

Speedvale Ave. E.


Regional Rd. 22

Regional Rd. 22

Speedvale Ave. W.

Paisley Rd.

Fife Rd.

C.N.R.

Regional Rd. 30

Regional Rd. 51

Regional Rd. 124

Re

gio

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C.N

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C.N

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7

Conservation Rd.

Wa

tso

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oa

d N

.

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ird

Lin

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ion

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d.

27

Fifth

Lin

e

Se

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nth

Lin

e

C.N

.R.

C.N.R.

Se

ve

nth

Lin

e

Regional Rd. 124

Jo

ne

s B

ase

lin

e

Wa

tso

n R

oa

d S

ou

th.

Arkell Rd.

Armstrong Mill

Gauge Station

Speed River

Gauge Station

Lutteral Creek

Hopewell Creek

Swan Creek

Cox Creek

Speed Riv

er

Clythe Creek

Eramosa River

Hanlon

Creek

Torrance

Cre

ek

Speed River

Speed R

iver

Speed R

iver

Guelph

Lake

Era

mosa R

iver

Blue Springs Creek

Eramosa River

Ellis Creek

Mill Creek

Glenn

Collector

Eramosa River

Gauge Station

Blue

Springs

Creek

Gauge

Station


The modelled hydraulic head contours for the shallow and deep bedrock zones with groundwater

pumping incorporated into the model according to Table G-2 are presented in Figures G-18 and G-19

respectively. A comparison of the modelled contours to the contours of observed hydraulic head (see

Figure G-7 and G-8) indicates that the model simulates the recorded heads reasonably well. To assess the

goodness-of-fit of the model, the recorded hydraulic head at overburden/shallow bedrock zone and deep

bedrock zone wells were statistically compared to the hydraulic head simulated by the model for the

shallow and deep zones. The shallow bedrock zone is represented by Layer 2, where the Guelph

Formation is present and Layer 3 where the Guelph Formation is absent (i.e., the Arkell Spring Grounds,

Rockwood and Blue Springs Creek areas). The deep bedrock zone is simulated by Layer 5. As indicated,

Layer 5 represents the deeper productive zone of the Amabel Aquifer, where it is characterized as

cavernous with a high permeability.

The groundwater model was calibrated to provide a reasonable match to recorded hydraulic head

conditions during both non-pumping and pumping conditions. By making minor adjustments to bedrock

permeability and groundwater recharge, the model was able to match the observed data on existing

aquifer potentials and hydraulic gradients. Calibration statistics used to assess the accuracy of the model

are described below.

imO )hh( ErrorResidual (2)

im

n

1

O )h(hn

1 ErrorMean (3)

n

1

imO )h(hn

1ErrorAbsoluteMean (4)

where: ho = Observed hydraulic head;

hm = Simulated hydraulic head; and,

n = Number of wells.

The residual error between observed and modelled hydraulic head was analyzed to assess the goodness of

fit and distribution of the error. Probability plots of the residual errors for the shallow zone and deep

bedrock zone are presented in Figure G-20. The 50% probability, or average residual error, plots just

below residual value of 0 in both plots, indicating a very small error relative to the entire residual error

range. (The average residual error is less than 0.5 m for the shallow zone and less than 1.5 m for the deep

bedrock zone.) Spitz and Moreno (1996) indicate that having the average error to be within 10% of the

scale of the observations is an appropriate measure of calibration. In this case, the scale of observed

residuals is approximately 40 m and 10% of the range is 4 m.

The effect of simulating non-pumping conditions was found to have only a minor effect on the average

error data by increasing the average error by up to 1 m. The resulting error analysis for non-pumping

conditions is still well within the 10% error criteria of 4 m used in this calibration.

(22-522 AppG August 2003) G-46

Eramosa River

Watershed

Speed River

Watershed

Grand River

Watershed

Mill Creek

Water-

shed

300

300

300

310

310 310

310

310

310

310

320

320 320

320

320

320

320

320

320

320

330

330

330

330

330

330

330

330

330

330

340

340

340

340

340

340

340

340

340

340

34

0

350

350

350

350

350

350

35

0

35

0

35

0

360 36

0

360

360

360

360

370

37

0

370

370

38

0

380

380

390

390

400

410

LEGEND

Shallow Zone Potentials July 12, 2001Contour Line Start: 290 Step: 10 Stop: 420

Township Boundaries


Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-18: Predicted Head in Shallow Bedrock Zone



N

Map Scale (metres)

0 4000 8000






or Unsaturated



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7

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Indian Trail

Regional Rd. 50

Stone Rd. E.

Eastview Rd.

Speedvale Ave. E.


Regional Rd. 22

Regional Rd. 22

Speedvale Ave. W.

Paisley Rd.

Fife Rd.

C.N.R.

Regional Rd. 30

Regional Rd. 51

Regional Rd. 124

Re

gio

na

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d.

32

Re

gio

na

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d.

86

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d.

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C.N

.R.

C.N

.R.

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na

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d.

7

Conservation Rd.

Wa

tso

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oa

d N

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s B

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d.

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Fifth

Lin

e

Se

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nth

Lin

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C.N

.R.

C.N.R.

Se

ve

nth

Lin

e

Regional Rd. 124

Jo

ne

s B

ase

lin

e

Wa

tso

n R

oa

d S

ou

th.

Arkell Rd.

Armstrong Mill

Gauge Station

Speed River

Gauge Station

Lutteral Creek

Hopewell Creek

Swan Creek

Cox Creek

Speed Riv

er

Clythe Creek

Eramosa River

Hanlon

Creek

Torrance

Cre

ek

Speed River

Speed R

iver

Speed R

iver

Guelph

Lake

Era

mosa R

iver

Blue Springs Creek

Eramosa River

Ellis Creek

Mill Creek

Glenn

Collector

Eramosa River

Gauge Station

Blue

Springs

Creek

Gauge

Station

Approximate

Location of

Groundwater

Divide

(GRCA 2001)

Eramosa River

Watershed

Speed River

Watershed

Grand River

Watershed

Mill Creek

Water-

shed

300

310

310

310

310

320

320

320

320

320

320

320

32

0

330

330

330

330

330

330

33

0

340

340

340

340

340

340

340

350

350

350

350

350

360

36

0

360

360

370

370

37

0

380

380

380

390

39

0

400

410

LEGEND

Deep Zone Potentials July 12, 2001Contour Line Start: 290 Step: 10 Stop: 420

Township Boundaries


Gartner Lee Ltd.

Date: July 2003

Job No. 23-522

Figure G-19: Predicted Head in Deep Bedrock Zone



N

Map Scale (metres)

0 4000 8000





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C.N.R.

C.N

.R.

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d.

44

Indian Trail

Regional Rd. 50

Stone Rd. E.

Eastview Rd.

Speedvale Ave. E.


Regional Rd. 22

Regional Rd. 22

Speedvale Ave. W.

Paisley Rd.

Fife Rd.

C.N.R.

Regional Rd. 30

Regional Rd. 51

Regional Rd. 124

Re

gio

na

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d.

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Re

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Fifth

Lin

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C.N.R.

Se

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nth

Lin

e

Regional Rd. 124

Jo

ne

s B

ase

lin

e

Wa

tso

n R

oa

d S

ou

th.

Arkell Rd.

Armstrong Mill

Gauge Station

Speed River

Gauge Station

Lutteral Creek

Hopewell Creek

Swan Creek

Cox Creek

Speed Riv

er

Clythe Creek

Eramosa River

Hanlon

Creek

Torrance

Cre

ek

Speed River

Speed R

iver

Speed R

iver

Guelph

Lake

Era

mosa R

iver

Blue Springs Creek

Eramosa River

Ellis Creek

Mill Creek

Glenn

Collector

Eramosa River

Gauge Station

Blue

Springs

Creek

Gauge

Station

Approximate

Location of

Groundwater

Divide

(GRCA 2001)


Figure G-20: Probability Plots of Residual Errors

0.01 0.1 0.5 2 10 30 50 70 90 98 99.599.9 99.99Probability (%)

-40

-30

-20

-10

0

10

20

30

40

Re

sid

ua

l (m

)

Probability plot shallow bedrock wells

0.01 0.1 0.5 2 10 30 50 70 90 98 99.599.9 99.99Probability (%)

-40

-30

-20

-10

0

10

20

30

40

Re

sid

ua

l (m

)

Data Outliers

are Circled

Data Outliers

are Circled

Probability plot for deep bedrock wells

(22-522 AppG August 2003) G-49


The probability plots also help assess the validity of the calibration by determining whether the residual

errors are distributed normally around the mean and if there are any anomalous data that should be

considered outliers and removed from the data set. The data follow relatively straight lines in both plots;

however, several data points that are circled on Figure G-20 show an obvious change in slope from the

rest of the data. These data points were considered outliers and removed from the data set that was used

to conduct additional statistical analysis. Three data points were removed from the shallow zone analysis

and 13 data points were removed from the deep zone analysis. A listing of all the data (including outliers)

is presented in Appendices G-1 and G-2.

The regional scale calibration results were also analyzed using scatter plots, presented in Figures G-21

and G-22 for the shallow and deep zones respectively. The scatter plots showing observed versus

modelled head for each of the groundwater-sheds (except Mill Creek) included in the model (see Figure

G-17). No comparison is made for Mill Creek groundwater-shed as no MOE WWRs were available for

this area at the time of this study. Calibration of the Mill Creek groundwater-shed was conducted by

matching the groundwater-shed boundaries identified by GRCA (2001) and shown in Figures G-18 and

G-19. (A groundwater-shed is defined as the portion of the groundwater system that contributes baseflow

to a stream.)

The data from Blue Springs Creek are shown separately from the Eramosa River data in Figures G-21 and

G-22 to demonstrate the goodness of fit in this area. Error bands, representing 10% (+/-13 m) of the scale

of the observations (130 m), are presented in the figures to show an acceptable calibration range (Spitz

and Moreno 1996). The results show good calibrations to observed head data, as almost all of the data

points fall between the error bars and are generally balanced around the line of unity.

The mean error is equal to the average difference between the observed values (h0) and simulated values

(hm) and indicates whether simulated values are generally higher (indicated by negative value) or lower

(indicated by a positive value) than the observed values. The mean absolute error is equal to the average

magnitude of the difference between the observed and simulated values. These statistics were calculated

for the modelled portions of the Grand River groundwater-shed, the Speed River groundwater-shed and

the Eramosa River groundwater-shed.

Results of the statistical analysis shown in Table G-7 indicate that the average error between static

regional heads and simulated heads for the model is 0.45 m and 1.29 m for the shallow bedrock and deep

bedrock zones, respectively. The model overestimates the observed static shallow bedrock potentiometric

heads in the Grand River and Eramosa River groundwater-sheds and slightly underestimates the

potentiometric heads in the Speed River groundwater-shed. For the entire model area, the model

overestimates the observed static potentiometric heads in all three groundwater-sheds.

(22-522 AppG August 2003) G-50

Figure G-21: Observed Versus Modelled Head In Shallow Bedrock

280.0

290.0

300.0

310.0

320.0

330.0

340.0

350.0

360.0

370.0

380.0

390.0

400.0

410.0

420.0

430.0

280.0 290.0 300.0 310.0 320.0 330.0 340.0 350.0 360.0 370.0 380.0 390.0 400.0 410.0 420.0 430.0

Modelled Head (masl)

Ob

se

rve

d H

ea

d (

ma

sl)

Speed River Groundwater-ShedGrand River Groundwater-ShedEramosa River Groundwater-ShedBlue Springs Creek

Dashed Error Bar Lines Represent +/- 10%

(13 m) of Observed Hydraulic Head Range

(Outliers Removed from Plot)

Figure G-22: Observed Versus Modelled Head In Deep Bedrock

280.0

290.0

300.0

310.0

320.0

330.0

340.0

350.0

360.0

370.0

380.0

390.0

400.0

410.0

420.0

430.0

280.0 290.0 300.0 310.0 320.0 330.0 340.0 350.0 360.0 370.0 380.0 390.0 400.0 410.0 420.0 430.0

Modelled Head (masl)

Ob

se

rve

d H

ea

d (

ma

sl)

Speed River Groundwater-Shed

Grand River Groundwater-Shed

Eramosa River Groundwater-Shed

Blue Springs Creek



(Outliers Removed from Plot)


Table G-7: Summary of Regional-Scale Statistical Analysis

Hydrogeologic Zone

and Model LayerArea of Model

Number of

Wells (n)*

Mean Error

(m)

Mean Absolute

Error (m)

Overburden/Shallow

Bedrock Potentiometric

Surface and Modelled

Statistics

Modelled Area Excluding

Mill Creek GW-Shed1,267 -0.45 4.89

Grand River GW-Shed 163 -0.04 3.56

Speed River GW-Shed 420 0.57 4.08

Eramosa River GW-Shed 684 -1.17 5.70

Deep Bedrock

Potentiometric Surface

and Modelled Statistics

Modelled Area Excluding

Mill Creek GW-Shed542 -1.29 5.46

Grand River GW-Shed 153 -3.70 5.73

Speed River GW-Shed 243 -0.66 4.65

Eramosa River GW-Shed 146 -0.19 6.51

* does not include model cells that have gone “dry” in the model simulation.

G-4.2.3 Assessment of Model Calibration in the Vicinity of the Arkell Spring

Grounds

The locations and observed hydraulic head data for July 12, 2001 along with predicted values are

presented in Table G-8. Figures G-23 and G-24 present the July 12, 2001 groundwater hydraulic head

data and the simulated potentiometric surfaces for the Guelph/Eramosa Unit and Amabel Aquifer,

respectively. (Note: Water levels measured on July 12, 2001 were assumed to represent the pre-test

steady state condition because the municipal wells were being pumped at rates similar to their historical

long-term pumping rates.) The red data points in the figures represent wells where the model

overestimated the observed head and green data points represent wells where the model underestimated

the observed head. The local scale calibration results are also presented in a scatter diagram in Figure G-

25 showing observed versus modelled head in the Amabel and Guelph/Eramosa Units. The scatter

diagram also shows the 10% error bars (+/- 3 m) around the line of unity. The calibration results show

substantial scatter in the data around the line of unity for monitoring wells installed in both zones. The

greater scatter evident in the Guelph/Eramosa data may be due to local features that are not accounted for

in the regional model. Less scatter is evident in the Amabel data, as there appears to be substantial

hydraulic interconnection between these wells.

(22-522 AppG August 2003) G-53

Table G-8: Local-Scale Calibration Data

Shallow Bedrock Zone

Map ID Easting Northing Observed Head Modelled Head Error/Residual Absolute Error

12-Jul-01

16 568104 4823140 325.02 326.25 -1.23 1.23

18 568611 4822275 327.48 329.19 -1.71 1.71

24 567065 4822988 316.14 320.28 -4.14 4.14

27 567459 4823439 316.06 319.13 -3.07 3.07

34 567128 4820874 337.03 333.97 3.06 3.06

39 564332 4823973 326.82 324.60 2.22 2.22

55 567537 4823654 317.70 313.35 4.35 4.35

74 568801 4822241 329.52 330.74 -1.22 1.22

75 568796 4822752 326.71 329.86 -3.15 3.15

79 565856 4822490 318.00 316.45 1.55 1.55

80 568371 4821838 330.13 329.77 0.36 0.36

83 567405 4823767 326.17 319.05 7.12 7.12

Deep Bedrock Zone

Map ID Name Easting Northing Observed Head Modelled Head Error/Residual Absolute Error

12-Jul-01

1 PW6/63 567939 4823073 310.76 313.35 -2.59 2.59

2 PW8/63 568074 4822973 312.25 313.43 -1.18 1.18

4 PW7/63 567989 4822433 311.63 314.36 -2.73 2.73

6 564014 4823953 319.39 321.60 -2.21 2.21

9 TW15A/00 567443 4822881 315.65 315.17 0.48 0.48

10 TW14A/00 568096 4823126 313.35 315.31 -1.96 1.96

11 565810 4821605 317.83 319.05 -1.22 1.22

13 563989 4826623 340.89 340.70 0.19 0.19

14 563314 4826013 343.11 337.50 5.61 5.61

15 564293 4826894 341.08 341.50 -0.42 0.42

19 568611 4822275 316.44 318.00 -1.56 1.56

21 566289 4821819 316.62 316.94 -0.32 0.32

22 567644 4821533 315.53 318.24 -2.71 2.71

23 567543 4822126 315.47 316.52 -1.05 1.05

25 567065 4822988 316.06 315.71 0.35 0.35

26 566841 4822217 316.37 316.50 -0.13 0.13

28 567459 4823439 315.75 315.74 0.01 0.01

33 564712 4822665 315.70 316.40 -0.70 0.70

36 565554 4821054 325.65 323.20 2.45 2.45

37 568816 4819484 339.11 334.30 4.81 4.81

38 564332 4823973 326.36 321.80 4.56 4.56

76 568636 4824045 319.26 321.08 -1.82 1.82

77 567486 4823715 318.46 316.58 1.88 1.88

85 569387 4824989 321.64 326.40 -4.76 4.76


7

Township

of Puslinch

Town of

Milton

Eden Mills

Township of

Guelph-Eramosa

Rockwood

City

of

Guelph

Regio

nal R

d. 44

Indian Trail

Stone Rd. E.

Regio

nal R

d

Third

C.N

.R.

C.N.R.

Jones B

aseline

Wats

on R

oad S

outh

.

Arkell Rd.

Clythe Creek

orrance

Creek

Blue Springs Creek

Eramosa River

Mill Creek

18

128

16

24 27

83

7480

75

79

34

55

39320

320320

320

320

320

330

330

330

330 3

30

330

3303

30

330

330

330

34

0

340

340

340

340

34

0

340

340

340

340340

340

340

340

340

340

34

0

340

350

35

0

350

350

350

350

35

0350

350

350

35

0

36

0

360

327.5

325.0

316.1 316.1

326.2

329.5330.1

326.7

318.0

337.0

317.7

326.8

326.2

330.1

318.0

337.0

317.7

326.8

N

Map Scale (metres)

City of Guelph, Ontario

Figure G-23: July 12,2001 Water Levels in Eramosa and Model Simulation

Guelph/Eramosa Wells

Shallow Wells Where Model Over Estimates Observed July 12, 2001 DataContour Line Start: 290 Step: 10 Stop: 420

Shallow Wells Where Model Under Estimates Observed July 12, 2001 Data

0 2000 4000

LEGEND

23-522


Groundwater Supply InvestigationContours in m or masl

July 2003

7

Township

of Puslinch

Town of

Milton

Eden Mills

Township of

Guelph-Eramosa

Rockwood

City

of

Guelph

Regio

nal R

d. 44

Indian Trail

Stone Rd. E.

Regio

nal R

d

Third

C.N

.R.

C.N.R.

Jones B

aseline

Wats

on R

oad S

outh

.

Arkell Rd.

Clythe Creek

orrance

Creek

Blue Springs Creek

Eramosa River

Mill Creek

320

320

320

320

320

320

330

330

330

33

0

330

330

330

340

340

340

340

340

340

340

340

340

350

35

0

350

36

0

317.8

316.4315.5

316.4316.6

315.5

316.1 315.8

321.6325.6

319.4

339.1

310.8

311.6

312.3

319.3

318.5

313.4

315.7

326.4

315.7

11

19

22

2621

23

25 28

8536

6

37

1

4

2

76

77

10

9

38

33

316.1 315.8

325.6

339.1

318.5

315.7

326.4

City of Guelph

(Wells 1, 7, 6, 8,

14 & 15 at Arkell

Spring Grounds)

N

Map Scale (metres)


Figure G-24: July 12, 2001 Water Levels in Amabel and Model Simulation

Amabel Aquifer Wells

DeepWells Where Model Over Estimates Observed July 12, 2001 DataContour Line Start: 290 Step: 10 Stop: 420

DeepWells Where Model Under Estimates Observed July 12, 2001 Data

0 2000 4000

LEGEND

23-522



July 2003

Figure G-25: Local-Scale Calibration Results

310.00

315.00

320.00

325.00

330.00

335.00

340.00

345.00

310.00 315.00 320.00 325.00 330.00 335.00 340.00 345.00

Modelled Value

Ob

se

rve

d V

alu

e

Shallow Bedrock Zone

Deep Bedrock Zone




The average simulated hydraulic head for the Guelph/Eramosa well ID numbers 16, 18, 24, 27, 34, 39, 55,

74, 75, 79, 80 and 83 is approximately 0.3 m below the average hydraulic head measurement at these

wells. The average simulated hydraulic head for the Amabel Aquifer at well ID numbers 1, 2, 4, 6, 9, 10,

11, 13, 14, 15, 19, 21, 22, 23, 25, 26, 28, 33, 36, 37, 38, 76, 77 and 85 is approximately 0.2 m above the

average hydraulic head measurement at these wells. The model slightly underestimates the average

hydraulic head in the shallow zone and slightly overestimates the average hydraulic head for the local

scale. The average errors for both zones are substantially less than the error criteria of 3 m.

G-4.2.4 Model Testing: Simulation of 2001 Arkell Spring Grounds Pumping

Test

A long-duration, large-scale pumping test was conducted in 2001 as part of the Arkell Spring Grounds

investigation. The water level data collected during the test provide an opportunity to evaluate the

predictive capability of the calibrated groundwater model.

Figures G-26 and G-27 present the measured hydraulic head and the predicted steady-state hydraulic head

for the end of test Step #4 on September 23, 2001 for the Guelph/Eramosa units and Amabel Aquifer

respectively. Figures G-28 and G-29 compare the predicted drawdown to the average observed

drawdown for the Guelph/Eramosa units and Amabel Aquifer, respectively. The results shown in these

figures indicate that the model predicts an additional 2.6 m of drawdown on average within the

Guelph/Eramosa units and an additional 2.0 m of drawdown on average within the Amabel Aquifer at

steady-state conditions. Comparing the predicted drawdown to the average observed drawdown of 0.9 m

and 4.3 m at wells installed in the Guelph/Eramosa units and Amabel Aquifer respectively, the model

results suggest that steady-state conditions may not have been attained during the test program. Based on

this analysis, the model indicates that the observed hydraulic head in the deep bedrock at the end of the

2001 test has achieved approximately 68% of the total predicted drawdown, while the observed hydraulic

head in the shallow bedrock has achieved approximately 26% of the total predicted drawdown.

The predictions of the calibrated model are consistent with the observations made during the 2001

pumping test. The model overpredicts the drawdowns, but the magnitudes of the predicted drawdowns

are in within the range of the observations. The results of the 2001 pumping test simulations suggest that

the model can be used with confidence to evaluate the effects of additional water takings.

(22-522 AppG August 2003) G-58

320

320

320 320

320320

320

330

330

330

33

0

33

0

33

0

330

33033

0

330

330

330

330

330

330

330

34

0

340

340

340

340

34

0

340

340

340

340

340

340

340

340

340

340

340

340

327.1

325.3

316.0 314.6

325.9

329.0325.0

326.0

317.7

336.1

317.7

326.3


7

Township

of Puslinch

Town of

Milton

Eden Mills

Township of

Guelph-Eramosa

Rockwood

City

of

Guelph

Regio

nal R

d. 44

Indian Trail

Stone Rd. E.

Regio

nal R

d

Third

C.N

.R.

C.N.R.

Jones B

aseline

Wats

on R

oad S

outh

.

Arkell Rd.

Clythe Creek

orrance

Creek

Blue Springs Creek

Eramosa River

Mill Creek

18

128

16

24 27

83

7480

75

79

34

55

39

N

Map Scale (metres)


Figure G-26: September 23, 2001 Water Levels in Eramosa and Model Simulation


ShallowZonePotentials September 23, 2001Contour Line Start: 300 Step: 10 Stop: 340

0 2000 4000

LEGEND

23-522



July 2003

7

Township

of Puslinch

Town of

Milton

Eden Mills

Township of

Guelph-Eramosa

Rockwood

City

of

Guelph

Regio

nal R

d. 44

Indian Trail

Stone Rd. E.

Regio

nal R

d

Third

C.N

.R.

C.N.R.

Jones B

aseline

Wats

on R

oad S

outh

.

Arkell Rd.

Clythe Creek

orrance

Creek

Blue Springs Creek

Eramosa River

Mill Creek

310

310

320

320

320

320

320

320

330

330

330

33

0

330

330330

330

340

340

340

340

340

340

340

340

350

35

0

350

36

0

316.5

312.1310.6

314.3315.2

310.5

311.6 311.1

320.4324.5

318.9

338.6

302.6

304.8

305.7

317.3

316.8

306.8

310.8

325.3

315.0

11

19

22

2621

23

25 28

8536

6

37

1

4

2

76

77

10

9

38

33

City of Guelph

(Wells 1, 7, 6, 8,

14 & 15 at Arkell

Spring Grounds)

N

Map Scale (metres)


Figure G-27: September 23, 2001 Water Levels in Amabel and Model Simulation


Layer 5 Potentials September 23, 2001Contour Line Start: 300 Step: 10 Stop: 420

0 2000 4000

LEGEND

23-522



July 2003


7

Township

of Puslinch

Town of

Milton

Eden Mills

Township of

Guelph-Eramosa

Rockwood

City

of

Guelph

Regio

nal R

d. 44

Indian Trail

Stone Rd. E.

Regio

nal R

d

Third

C.N

.R.

C.N.R.

Jones B

aseline

Wats

on R

oad S

outh

.

Arkell Rd.

Clythe Creek

orrance

Creek

Blue Springs Creek

Eramosa River

Mill Creek

0.4

-.3

0.1 1.4

0.3

0.55.1

0.7

0.3

0.9

-.0

0.5

18

128

16

24 27

83

7480

75

79

34

55

39

N

Map Scale (metres)


Figure G-28: September 23, 2001 Drawdown in Eramosa and Model Simulation


ShallowZoneDrawdown September 23, 2001Contour Line Start: 1 Step: 1 Stop: 6

0 2000 4000

LEGEND

23-522



July 2003

65

1

2

23

34

4

5

6

1

3

1

2

7

Township

of Puslinch

Town of

Milton

Eden Mills

Township of

Guelph-Eramosa

Rockwood

City

of

Guelph

Regio

nal R

d. 44

Indian Trail

Stone Rd. E.

Regio

nal R

d

Third

C.N

.R.

C.N.R.

Jones B

aseline

Wats

on R

oad S

outh

.

Arkell Rd.

Clythe Creek

orrance

Creek

Blue Springs Creek

Eramosa River

Mill Creek

1

1

1

1

1

1

1

1

1

1

2

22

22

2

2

2

2

3

3

3

3

33

3

4

4

4

4

4

5

5

5

5

6

6

6

6

7

7

1.3

4.44.9

2.01.4

5.0

4.5 4.7

1.21.2

0.5

0.5

8.1

6.8

6.5

1.9

1.6

6.6

4.9

1.1

0.7

11

19

22

2621

23

25 28

8536

6

37

1

4

2

76

77

10

9

38

33

City of Guelph

(Wells 1, 7, 6, 8,

14 & 15 at Arkell

Spring Grounds)

N

Map Scale (metres)


Figure G-29: September 23, 2001 Drawdown in Amabel and Model Simulation


Layer 5 Drawdown September 23, 2001Contour Line Start: 1 Step: 1 Stop: 10

0 2000 4000

LEGEND

23-522



July 2003


G-5. Calibration Summary Comments

The regional groundwater flow model, developed for the City of Guelph and surrounding area, was

calibrated to observed hydraulic heads and surface water baseflows. The model is considered to be well-

calibrated because it represents the key elements of the physical system within a regional context, the

parameter values used in the model are within physically realistic ranges, and the model provides an

acceptable match to observed data on both regional and local scales.

The model has been used to

estimate the sustainable yield of the Unsubdivided Amabel bedrock formation beneath the Arkell

Spring Grounds;

evaluate the potential for losses from the Eramosa River under increased pumping; and,

delineate the well field capture zone for increased taking at Arkell Spring Grounds.

The results of this work are presented in Section 6 of the body of the main report.

It is anticipated that the model will be a useful tool for assessing the hydraulic effects of any future

alterations to the pumping rates of individual existing and proposed bedrock production wells located in

the Arkell Spring Grounds.

(22-522 AppG August 2003) G-63


G-6. References

Anderson, M.P., and Woessner, W.W., 1992. Applied Groundwater Modeling: Academic Press, Inc.,

San Diego, CA.

Bear, J., 1979. Hydraulics of Groundwater: McGraw Hill, New York.

Braun Consulting Engineers and Jagger Hims Limited, 1991. City of Guelph Water Supply – Phase I.

Burnside Environmental, 2002. Rockwood Environmental Assessment Hydrogeologic Report –

Construction and Testing of TW3/02 – Proposed Rockwood Well 3. A Division of R.J. Burnside

and Associates Limited Prepared for Township of Guelph/Eramosa. Personal communication

regarding hydraulic testing of test wells.

Chapman L.J. and Putnam, D.F., 1984. The Physiography of Southern Ontario: Ontario Geological

Survey, Special Volume 2, 270 p.

Clarke, W.S., Graziani, W.M., Bulla, P.S., and Magditsch, A.E., 1989. Permeability of fractured rocks in

a quarry proposed to be a sanitary landfill, in Proceedings of the Focus Conference on Eastern

Regional Ground Water Issues, October 17-19, 1989, Kitchener, Ontario, National Water Well

Association.

Davis, J.C., 1973. Statistics and Data Analysis in Geology: John Wiley and Sons, New York,

646 p.

Environment Canada, 2002. Canadian Climate Normals for 1971 – 2000. (http://www.msc-

smc.ec.gc.ca/climate/climate_normals/index_e.cfm)

Freeze, R.A. and Cherry, J.A., 1979. Groundwater: Prentice-Hall Inc. Englewood Cliffs, NJ, 604 p.

Gartner Lee Associates Limited, 1986a. Ground Water Resources of the Township of Puslinch. Prepared

for the Township of Puslinch.

Gartner Lee Limited, 1986b. Ground and Surface Water Studies for the South Torrence Creek

Development Area. Prepared for the City of Guelph.

Gartner Lee Limited, 2003. Guelph/Eramosa Township Groundwater Study. Draft report prepared for

Guelph/Eramosa Township. February.

Grand River Conservation Authority (GRCA), 2001. Regional Groundwater Mapping - An Assessment

Tool for Incorporating Groundwater into the Planning Process

(22-522 AppG August 2003) G-64


Grand River Conservation Authority (GRCA), 2002a. Guelph Dam Lake Elevations

(http://www.grandriver.ca)

Grand River Conservation Authority (GRCA), 2002b. Personal communication regarding estimating

groundwater baseflow from stream flow records.

Jagger Hims Limited (JHL), 1993. Groundwater Resources Study, City of Guelph – Northeast Quadrant.

Jagger Hims Limited (JHL), 1995. Groundwater Resources Study, City of Guelph – Northwest Quadrant.

Jagger Hims Limited (JHL), 1997. Groundwater Resources Study, City of Guelph – Southwest Quadrant.

Jagger Hims Limited (JHL), 1998. Groundwater Resources Study, City of Guelph – Southeast Quadrant.

Karrow, P.F., 1968. Pleistocene Geology of the Guelph Area, Southern Ontario, Geological Report 61,

Ontario Department of Mines, 38 p.

Karrow, P.F., 1987. Quaternary Geology of the Hamilton-Cambridge Area, Southern Ontario, Ontario

Geological Survey Report 255, Ontario Ministry of Northern Development and Mines, 94 p.

Karrow, P.F., Miller, R.F., and Farrell, L., 1979. Bedrock Topography, Guelph Area, Southern Ontario:

Ontario Geological Survey Preliminary Map P.2224.

Konikow, L.F., 1978. Calibration of ground-water models, in Verification of Mathematical and Physical

Models in Hydraulic Engineering, American Society of Civil Engineers, New York, NY, 87-93.

Marshall, Macklin, Monaghan, 1992. Hanlon Creek Watershed Study -- Revised Interim Report: 172 p.

McDonald, M.G. and Harbaugh, A.W., 1988. A Modular Three-Dimensional Finite-Difference Ground-

Water Flow Model: U.S. Geological Survey Techniques in Water Resources Investigations Book

6, Chapter A1.

McDonald, M.G., Harbaugh, A.W., Orr, B.R., and Ackerman, D.J., 1991. A Method of Converting No-

Flow Cells to Variable-Head Cells for the U.S. Geological Survey Modular Finite-Difference

Ground-Water Flow Model: U.S. Geological Survey Open-File Report 91-536, 99 p.

Ministry of the Environment (MOE), 1978. Hydrogeology and Ground Water Model of the Blue Springs

Creek IHD Representative Drainage Basin, Water Resources Report 10.

Nadon, R.L., and Gale, J.E., 1984. Impact of groundwater on mining and underground space

development in the Niagara Escarpment area, Canadian Geotechnical Journal, vol. 21, 60-74.

(22-522 AppG August 2003) G-65


Pollock, D.W., 1989. Documentation of Computer Programs to Compute and Display Pathlines Using

Results from the U.S. Geological Survey Modular Three-Dimensional Finite-Difference Ground-

Water Flow Model: U.S. Geological Survey Open File Report 89-381.

Spitz, K., and J. Moreno, 1996. A Practical Guide to Groundwater and Solute Transport Modeling, John

Wiley & Sons, Inc., New York, NY.

Stantec Consulting Limited, 1999. Eramosa River – Blue Springs Creek Watershed Study Hydrogeology

Component

Telford, P.G., 1973. Paleozoic Geology of the Guelph Area, Southern Ontario: Ontario Division of

Mines, Map 2342.

Thornthwaite, C.W., 1948. An approach toward a rational classification of climate. Geographic Review

38: 55-94.

Turner, M.E., 1978. Major Aquifers in Ontario -- Guelph-Amabel Aquifer, Hamilton to Orangeville,

Ministry of the Environment Hydrologic Map 78-3.

Whiteley H.R., (in preparation). Analysis of Drought Response of Rivers in the Upper Grand River

Watershed 1971 – 2000.

(22-522 AppG August 2003) G-66


Appendix G-1

Regional Water Level Data

for Shallow Groundwater Zone

(22-522 AppG August 2003)

Shallow Groundwater Zone

MOE ID EASTING NORTHING Observed Head Modelled Head Groundwater Shed Error/Residual Absolute Error Outlier

6506130 555815.1875 4809514 283.5 290.5

Speed River

Groundwater-Shed -7.0 7.0

6503065 556964.1875 4810973 292.9 290.9 Speed River 2.0 2.0

6504594 556464.1875 4809923 288.3 291.0 Speed River -2.6 2.6

6505567 556554.1875 4809803 296.9 291.0 Speed River 5.9 5.9

6708207 557202.1875 4813261 288.5 292.0 Speed River -3.6 3.6

6505943 557023.1875 4810723 296.0 293.5 Speed River 2.4 2.4

6501194 556789.1875 4810448 299.3 294.5 Speed River 4.8 4.8

6506559 556909.1875 4810594 290.8 294.5 Speed River -3.8 3.8

6702332 557102.1875 4810779 308.8 294.5 Speed River 14.2 14.2

6501171 554814.1875 4809373 308.2 295.5 Speed River 12.7 12.7

6506086 556755.1875 4810329 288.6 295.6 Speed River -6.9 6.9

6506230 556732.1875 4810255 292.9 295.6 Speed River -2.7 2.7

6506357 556998.1875 4810621 285.9 295.6 Speed River -9.7 9.7

6506363 557026.1875 4810634 295.4 295.6 Speed River -0.2 0.2

6507155 556811.1875 4810342 292.0 295.6 Speed River -3.6 3.6

6707851 557174.1875 4810723 297.5 295.6 Speed River 1.9 1.9

6507247 553999.125 4809293 292.6 297.4 Speed River -4.8 4.8

6507248 554004.125 4809263 303.6 297.4 Speed River 6.1 6.1

6507246 553949.125 4809283 293.5 297.5 Speed River -4.0 4.0

6704393 557164.1875 4811273 294.1 297.7 Speed River -3.6 3.6

6507908 553917.125 4809555 299.3 297.9 Speed River 1.4 1.4

6507047 554025.125 4809762 303.0 298.1 Speed River 4.9 4.9

6507048 554002.125 4809759 302.4 298.1 Speed River 4.3 4.3

6501188 556764.1875 4810198 297.5 298.1 Speed River -0.6 0.6

6507154 556762.1875 4810175 293.8 298.1 Speed River -4.3 4.3

6506358 553634.125 4809747 301.4 299.1 Speed River 2.3 2.3

6501190 556364.1875 4811073 298.7 300.3 Speed River -1.6 1.6

6503108 555334.1875 4810523 291.1 301.1 Speed River -10.0 10.0

6505100 555654.1875 4810903 299.0 301.4 Speed River -2.4 2.4

6704741 557616.1875 4811321 299.3 301.9 Speed River -2.6 2.6

6710210 557633.1875 4811412 292.6 302.0 Speed River -9.4 9.4

6709104 557395.1875 4810083 297.5 302.0 Speed River -4.5 4.5

6711024 557405.1875 4810154 300.5 302.0 Speed River -1.5 1.5

6707912 557414.1875 4811263 303.6 302.1 Speed River 1.5 1.5

6706431 558154.1875 4808943 303.6 302.2 Speed River 1.4 1.4

6704137 557364.1875 4811323 298.1 302.4 Speed River -4.3 4.3

6704694 557337.1875 4811265 298.7 302.4 Speed River -3.6 3.6

6704695 557366.1875 4811315 299.6 302.4 Speed River -2.7 2.7

6501854 555364.1875 4810973 291.1 302.5 Speed River -11.5 11.5

6709695 557702.1875 4810087 304.8 302.8 Speed River 2.0 2.0

6708304 557174.1875 4811430 298.1 302.9 Speed River -4.8 4.8

6501797 555914.1875 4811523 294.4 302.9 Speed River -8.5 8.5

6702378 557785.1875 4813977 300.8 303.0 Speed River -2.2 2.2

6501659 555414.1875 4811273 301.1 303.1 Speed River -1.9 1.9

6504728 555614.1875 4811323 306.0 303.1 Speed River 2.9 2.9

6501796 555614.1875 4811723 304.5 303.8 Speed River 0.7 0.7

6703966 560544.25 4817103 303.0 304.4 Speed River -1.4 1.4

6702380 558149.1875 4814610 300.5 305.0 Speed River -4.5 4.5

6704628 558177.1875 4814661 296.6 305.0 Speed River -8.4 8.4

6503278 554254.1875 4811923 306.9 305.4 Speed River 1.6 1.6

6708045 557594.1875 4812143 298.7 305.6 Speed River -6.9 6.9

6711558 557817.1875 4812008 301.0 305.6 Speed River -4.7 4.7

6712522 557828.1875 4812053 303.3 305.6 Speed River -2.4 2.4

6503205 557424.1875 4808593 304.8 306.3 Speed River -1.5 1.5

6506492 556252.1875 4812719 307.5 308.2 Speed River -0.7 0.7

6702336 558855.1875 4810184 301.8 308.4 Speed River -6.6 6.6

6701479 560467.1875 4818371 313.9 308.9 Speed River 5.1 5.1

6701485 560368.1875 4818448 306.0 308.9 Speed River -2.9 2.9

6508051 553568.1875 4812066 305.9 309.0 Speed River -3.0 3.0

6700928 560550.25 4818545 315.5 309.1 Speed River 6.4 6.4

6701488 560761.25 4817968 311.2 309.1 Speed River 2.1 2.1

6701490 560712.25 4818364 306.3 309.2 Speed River -2.8 2.8

6701492 560751.25 4818410 306.3 309.2 Speed River -2.8 2.8

6701505 560744.25 4818409 315.2 309.2 Speed River 6.0 6.0

6701508 560644.1875 4818408 313.6 309.2 Speed River 4.5 4.5

6703584 560704.25 4818373 316.7 309.2 Speed River 7.5 7.5

6701489 560672.25 4818313 306.3 309.3 Speed River -3.0 3.0

6701507 560787.25 4818312 312.4 309.3 Speed River 3.1 3.1

6701510 560712.25 4818309 310.6 309.3 Speed River 1.2 1.2

6703289 560694.25 4818313 313.3 309.3 Speed River 4.0 4.0

6701495 560669.25 4818556 310.9 309.5 Speed River 1.4 1.4

6701511 560783.25 4818447 310.9 309.5 Speed River 1.4 1.4

Page 1 of 18



6701513 560781.25 4818450 311.5 309.5 Speed River 2.0 2.0

6701466 560678.25 4818859 310.9 309.7 Speed River 1.2 1.2

6700924 560849.25 4819115 319.7 309.7 Speed River 10.0 10.0

6505930 553434.1875 4812028 306.6 310.0 Speed River -3.3 3.3

6700974 557808.1875 4814813 296.0 310.0 Speed River -14.0 14.0

6701506 561120.25 4818108 320.0 310.1 Speed River 10.0 10.0

6701452 561162.25 4819438 316.7 310.1 Speed River 6.6 6.6

6701467 561018.25 4819126 315.5 310.2 Speed River 5.3 5.3

6701453 561175.25 4819398 317.9 310.4 Speed River 7.5 7.5

6506490 553514.125 4813008 309.1 310.6 Speed River -1.5 1.5

6710266 558964.1875 4810119 312.6 310.6 Speed River 2.0 2.0

6503474 553304.1875 4812323 313.3 310.8 Speed River 2.5 2.5

6506175 553622.1875 4812673 308.2 310.8 Speed River -2.7 2.7

6701378 559084.1875 4819788 320.3 311.0 Speed River 9.4 9.4

6704302 558964.1875 4814398 314.2 311.1 Speed River 3.1 3.1

6503272 554094.1875 4813473 308.8 311.4 Speed River -2.6 2.6

6506111 554000.1875 4813129 312.4 311.4 Speed River 1.0 1.0

6704040 558984.1875 4812263 311.5 311.9 Speed River -0.4 0.4

6707092 558954.1875 4812043 303.3 312.2 Speed River -8.9 8.9

6501552 555789.1875 4813498 310.9 312.4 Speed River -1.5 1.5

6702357 558664.1875 4813006 319.4 312.8 Speed River 6.7 6.7

6500160 555494.1875 4809063 282.9 313.0 Speed River -30.1 30.1 Outlier

6704732 559094.1875 4818863 306.6 313.0 Speed River -6.4 6.4

6501550 555714.1875 4813473 313.9 313.0 Speed River 0.9 0.9

6703093 559064.1875 4818323 308.8 313.2 Speed River -4.4 4.4

6704635 558953.1875 4815561 306.3 313.2 Speed River -6.9 6.9

6709525 558932.1875 4813419 309.9 313.8 Speed River -3.9 3.9

6504724 553124.1875 4814223 323.1 313.9 Speed River 9.1 9.1

6701410 559005.1875 4818604 321.9 314.0 Speed River 7.9 7.9

6705112 556254.1875 4814403 315.2 314.4 Speed River 0.7 0.7

6506079 553968.1875 4814084 314.6 314.5 Speed River 0.0 0.0

6711134 558137.1875 4815151 297.9 314.7 Speed River -16.8 16.8

6704520 559024.1875 4811573 303.3 314.7 Speed River -11.4 11.4

6702338 558976.1875 4810191 309.4 315.0 Speed River -5.6 5.6

6503234 551514.125 4813473 311.2 315.2 Speed River -4.0 4.0

6507258 551593.125 4813578 312.7 315.2 Speed River -2.5 2.5

6707880 558620.1875 4816374 308.1 315.2 Speed River -7.1 7.1

6709137 561304.1875 4812105 311.4 315.4 Speed River -4.0 4.0

6708539 560043.1875 4812496 308.3 315.5 Speed River -7.2 7.2

6701010 557417.1875 4815012 300.2 315.5 Speed River -15.3 15.3

6501537 552264.125 4812498 311.2 315.5 Speed River -4.3 4.3

6501556 553189.1875 4815523 314.9 315.6 Speed River -0.7 0.7

6506725 553150.1875 4815478 315.2 315.6 Speed River -0.4 0.4

6710120 560763.1875 4812634 314.9 315.6 Speed River -0.7 0.7

6704636 558504.1875 4815789 310.9 315.8 Speed River -4.9 4.9

6700977 557489.1875 4815085 301.8 316.1 Speed River -14.3 14.3

6505860 553567.1875 4814717 316.1 316.2 Speed River -0.1 0.1

6704559 557707.1875 4815081 298.1 316.2 Speed River -18.2 18.2

6501536 551914.125 4813068 314.6 316.3 Speed River -1.8 1.8

6704048 559904.1875 4810423 306.3 316.5 Speed River -10.2 10.2

6709690 559882.1875 4810450 309.9 316.5 Speed River -6.6 6.6

6707498 555747.1875 4814801 316.8 316.8 Speed River 0.0 0.0

6503497 554054.1875 4815073 324.6 316.8 Speed River 7.8 7.8

6704329 560794.25 4814943 318.2 317.4 Speed River 0.8 0.8

6705884 560287.1875 4810943 311.8 317.5 Speed River -5.6 5.6

6704346 557984.1875 4817443 327.4 318.6 Speed River 8.8 8.8

6710851 554792.1875 4815526 318.3 318.7 Speed River -0.4 0.4

6710852 554792.1875 4815526 318.3 318.7 Speed River -0.4 0.4

6703723 558344.1875 4819073 324.3 318.8 Speed River 5.5 5.5

6503973 552974.1875 4817708 318.5 318.8 Speed River -0.3 0.3

6707708 560518.1875 4813803 320.9 318.8 Speed River 2.1 2.1

6707709 560603.1875 4813802 321.2 318.8 Speed River 2.4 2.4

6503072 552214.1875 4815873 315.5 318.9 Speed River -3.4 3.4

6505479 552239.1875 4815858 321.3 318.9 Speed River 2.4 2.4

6701383 558544.1875 4820283 323.7 319.6 Speed River 4.1 4.1

6703404 557364.1875 4816573 334.7 319.7 Speed River 15.0 15.0

6704286 555364.1875 4815798 317.0 319.9 Speed River -2.9 2.9

6708524 557509.1875 4817178 328.0 320.1 Speed River 7.9 7.9

6705555 557274.1875 4816803 325.5 320.2 Speed River 5.3 5.3

6704785 557054.1875 4816543 325.5 320.5 Speed River 5.0 5.0

6712094 557115.1875 4816580 328.1 320.5 Speed River 7.6 7.6

6706947 561534.25 4814823 319.4 320.8 Speed River -1.4 1.4

6700980 554523.1875 4818589 325.8 322.3 Speed River 3.6 3.6

Page 2 of 18



6704205 561854.25 4814123 328.9 322.3 Speed River 6.5 6.5

6704726 555040.1875 4817733 323.1 323.2 Speed River -0.1 0.1

6504510 550734.125 4815423 321.3 323.4 Speed River -2.1 2.1

6507188 551284.1875 4816627 318.5 323.4 Speed River -4.9 4.9

6501533 550964.1875 4816223 318.5 323.5 Speed River -5.0 5.0

6504410 550914.1875 4816123 317.0 323.5 Speed River -6.5 6.5

6505470 550789.125 4816075 319.1 323.5 Speed River -4.4 4.4

6505480 550952.1875 4816184 321.6 323.5 Speed River -1.9 1.9

6703421 555184.1875 4817963 326.7 323.6 Speed River 3.1 3.1

6700969 554125.1875 4819514 328.3 323.8 Speed River 4.5 4.5

6707025 562714.25 4815763 314.2 324.3 Speed River -10.0 10.0

6506461 550330.125 4816504 314.6 324.6 Speed River -10.1 10.1

6504294 550114.125 4816473 326.7 324.6 Speed River 2.1 2.1

6506101 550136.125 4816360 319.7 324.6 Speed River -4.9 4.9

6507077 550113.125 4816445 324.0 324.6 Speed River -0.6 0.6

6709240 562499.25 4815240 325.1 324.7 Speed River 0.4 0.4

6700882 558634.1875 4821516 334.1 324.8 Speed River 9.3 9.3

6501530 550389.125 4816923 319.4 325.1 Speed River -5.7 5.7

6700970 553397.1875 4820092 322.5 325.2 Speed River -2.7 2.7

6702392 563317.25 4815682 324.3 326.0 Speed River -1.7 1.7

6701131 560439.1875 4824648 343.2 326.8 Speed River 16.4 16.4

6701387 557853.1875 4820690 331.3 326.9 Speed River 4.4 4.4

6700927 563874.25 4818680 335.6 328.3 Speed River 7.3 7.3

6706776 563964.3125 4818673 330.7 328.5 Speed River 2.3 2.3

6702428 563768.3125 4818941 333.5 328.7 Speed River 4.8 4.8

6703346 563794.3125 4818893 337.7 328.8 Speed River 9.0 9.0

6700984 552623.1875 4820345 324.9 328.9 Speed River -4.0 4.0

6702427 563980.3125 4818826 331.6 329.0 Speed River 2.6 2.6

6702431 564033.25 4818641 333.1 329.2 Speed River 3.9 3.9

6700867 558784.1875 4824064 326.7 330.0 Speed River -3.3 3.3

6700986 552213.125 4820783 330.4 331.0 Speed River -0.6 0.6

6703681 560854.1875 4825323 344.4 331.0 Speed River 13.4 13.4

6702435 564764.25 4818081 330.4 331.1 Speed River -0.7 0.7

6702436 564814.25 4818043 329.8 331.1 Speed River -1.3 1.3

6702441 564736.25 4818047 331.3 331.1 Speed River 0.3 0.3

6703405 564736.25 4818167 330.1 331.1 Speed River -1.0 1.0

6702620 565074.25 4818355 330.4 331.3 Speed River -0.9 0.9

6703092 565064.25 4818293 332.8 331.3 Speed River 1.6 1.6

6705233 565015.25 4818427 329.2 331.3 Speed River -2.1 2.1

6711601 565092.25 4818353 318.4 331.3 Speed River -12.9 12.9

6704023 561064.1875 4825323 335.3 331.3 Speed River 4.0 4.0

6701171 561111.1875 4825347 340.5 331.5 Speed River 8.9 8.9

6701419 555648.1875 4820609 334.4 331.6 Speed River 2.8 2.8

6701167 560889.1875 4825437 340.8 331.7 Speed River 9.1 9.1

6701364 558604.25 4825878 322.2 331.7 Speed River -9.6 9.6

6702438 564928.25 4817877 332.2 331.8 Speed River 0.5 0.5

6711677 556679.1875 4821044 343.6 331.9 Speed River 11.7 11.7

6701183 560997.1875 4825445 340.8 331.9 Speed River 8.9 8.9

6701156 561130.1875 4825382 338.0 331.9 Speed River 6.1 6.1

6701158 561180.1875 4825367 336.8 331.9 Speed River 4.9 4.9

6701169 561201.1875 4825338 338.6 331.9 Speed River 6.7 6.7

6702451 565006.25 4817674 329.8 332.0 Speed River -2.2 2.2

6700906 565142.25 4818309 330.7 332.1 Speed River -1.4 1.4

6700909 565174.25 4818197 331.6 332.1 Speed River -0.5 0.5

6700930 565184.25 4818310 334.1 332.1 Speed River 1.9 1.9

6700939 565157.25 4818293 331.9 332.1 Speed River -0.2 0.2

6702604 565241.25 4818193 332.5 332.1 Speed River 0.4 0.4

6702605 565234.25 4818250 332.5 332.1 Speed River 0.4 0.4

6702606 565255.25 4818208 333.1 332.1 Speed River 1.0 1.0

6702607 565156.25 4818278 331.3 332.1 Speed River -0.8 0.8

6702608 565243.25 4818232 332.2 332.1 Speed River 0.1 0.1

6702614 565241.25 4818239 332.2 332.1 Speed River 0.1 0.1

6702618 565178.25 4818130 332.2 332.1 Speed River 0.1 0.1

6702619 565148.25 4818150 331.6 332.1 Speed River -0.5 0.5

6702621 565248.25 4818211 332.5 332.1 Speed River 0.4 0.4

6702626 565184.25 4818193 333.5 332.1 Speed River 1.3 1.3

6702627 565195.25 4818298 332.5 332.1 Speed River 0.4 0.4

6703094 565064.25 4818223 332.8 332.1 Speed River 0.7 0.7

6703095 565114.25 4818223 332.8 332.1 Speed River 0.7 0.7

6708081 565214.25 4818223 328.6 332.1 Speed River -3.6 3.6

6702624 565155.25 4818094 333.5 332.2 Speed River 1.2 1.2

6702625 565101.25 4818107 332.8 332.2 Speed River 0.6 0.6

6704987 565137.25 4818048 330.7 332.2 Speed River -1.5 1.5

Page 3 of 18



6701163 561075.1875 4825414 340.5 332.2 Speed River 8.2 8.2

6701173 561040.1875 4825433 338.3 332.2 Speed River 6.1 6.1

6704021 561114.1875 4825463 338.3 332.2 Speed River 6.1 6.1

6701164 560888.1875 4825564 340.8 332.3 Speed River 8.5 8.5

6702469 564950.25 4817847 330.4 332.4 Speed River -2.0 2.0

6702471 564982.25 4817814 330.7 332.4 Speed River -1.7 1.7

6702632 565059.25 4817715 329.2 332.4 Speed River -3.2 3.2

6702634 565006.25 4817777 330.7 332.4 Speed River -1.7 1.7

6702449 565015.25 4817629 330.1 332.6 Speed River -2.5 2.5

6705986 558274.1875 4824103 335.9 332.6 Speed River 3.3 3.3

6702633 565109.25 4817674 328.9 333.0 Speed River -4.1 4.1

6701189 561396.1875 4825535 342.3 333.1 Speed River 9.2 9.2

6700852 557816.1875 4822834 335.9 333.2 Speed River 2.7 2.7

6709744 557871.1875 4824948 335.5 333.5 Speed River 2.0 2.0

6712509 557906.1875 4823001 334.2 333.7 Speed River 0.5 0.5

6701351 555184.1875 4821123 340.5 333.8 Speed River 6.6 6.6

6701125 557159.1875 4821911 339.5 334.2 Speed River 5.4 5.4

6704197 557839.1875 4825223 332.2 334.2 Speed River -2.0 2.0

6700851 557756.1875 4823196 341.1 334.4 Speed River 6.6 6.6

6701188 560878.1875 4825982 338.9 334.6 Speed River 4.4 4.4

6701247 557614.1875 4825173 322.5 334.6 Speed River -12.2 12.2

6704284 557664.1875 4825073 333.8 334.6 Speed River -0.9 0.9

6708774 557538.1875 4825357 337.0 335.3 Speed River 1.6 1.6

6708778 557499.1875 4825393 337.0 335.3 Speed River 1.6 1.6

6700848 557466.1875 4822905 340.8 335.4 Speed River 5.4 5.4

6708777 557606.1875 4825499 337.5 335.4 Speed River 2.1 2.1

6711286 561780.1875 4826407 337.0 336.2 Speed River 0.7 0.7

6710445 559046.25 4826423 337.6 336.3 Speed River 1.3 1.3

6707976 557474.1875 4825463 342.0 336.4 Speed River 5.6 5.6

6708776 557486.1875 4825389 333.6 336.4 Speed River -2.8 2.8

6709350 557474.1875 4825471 335.8 336.4 Speed River -0.6 0.6

6709919 557517.1875 4825484 342.8 336.4 Speed River 6.4 6.4

6707493 561045.25 4826433 336.9 336.5 Speed River 0.4 0.4

6708775 557490.1875 4825546 342.6 336.5 Speed River 6.2 6.2

6701265 557037.1875 4824728 334.7 337.0 Speed River -2.3 2.3

6704612 562619.25 4826762 340.8 337.1 Speed River 3.6 3.6

6701194 561012.25 4826487 336.8 337.3 Speed River -0.5 0.5

6701197 561002.25 4826519 333.8 337.3 Speed River -3.5 3.5

6701198 560951.25 4826556 336.8 337.3 Speed River -0.5 0.5

6705439 560864.25 4826523 338.9 337.3 Speed River 1.7 1.7

6701263 557236.1875 4825568 344.4 337.3 Speed River 7.1 7.1

6701269 557462.1875 4825866 344.7 337.5 Speed River 7.2 7.2

6701337 556264.1875 4822788 341.4 337.7 Speed River 3.7 3.7

6701318 556416.1875 4823167 343.2 337.7 Speed River 5.5 5.5

6706154 555834.1875 4823303 338.3 337.9 Speed River 0.4 0.4

6706206 555854.1875 4823303 338.3 337.9 Speed River 0.4 0.4

6710677 555806.1875 4823292 340.7 337.9 Speed River 2.8 2.8

6701341 556036.1875 4822967 338.9 337.9 Speed River 1.0 1.0

6704499 556034.1875 4822973 339.9 337.9 Speed River 1.9 1.9

6709303 556041.1875 4823017 339.2 337.9 Speed River 1.3 1.3

6707103 555714.1875 4823273 342.6 338.0 Speed River 4.6 4.6

6704565 556114.1875 4822983 339.5 338.0 Speed River 1.6 1.6

6701343 555933.1875 4823074 337.7 338.0 Speed River -0.3 0.3

6704257 556014.1875 4822998 338.3 338.0 Speed River 0.3 0.3

6709302 556060.1875 4823055 339.2 338.0 Speed River 1.2 1.2

6705363 555537.1875 4825089 335.0 338.4 Speed River -3.4 3.4

6705620 555994.1875 4825483 338.0 338.4 Speed River -0.4 0.4

6705361 555614.1875 4825103 342.9 338.5 Speed River 4.4 4.4

6708279 555676.1875 4825441 336.0 339.1 Speed River -3.1 3.1

6701276 555971.1875 4825553 338.3 339.5 Speed River -1.2 1.2

6701274 556689.1875 4826043 347.5 341.1 Speed River 6.3 6.3

6701277 556608.1875 4826191 344.7 341.1 Speed River 3.6 3.6

6710854 562485.25 4826663 343.2 341.7 Speed River 1.5 1.5

6701275 556619.1875 4826241 345.9 342.1 Speed River 3.8 3.8

6701282 556112.1875 4826555 343.5 344.2 Speed River -0.7 0.7

6701285 555805.1875 4826795 342.9 344.6 Speed River -1.7 1.7

6701288 555789.1875 4826781 346.9 344.6 Speed River 2.2 2.2

6704247 555889.1875 4826723 346.9 344.6 Speed River 2.2 2.2

6704735 555962.1875 4826706 343.8 344.6 Speed River -0.8 0.8

6705111 555894.1875 4826723 345.9 344.6 Speed River 1.3 1.3

6701291 555491.1875 4826941 346.9 344.8 Speed River 2.0 2.0

6701287 555770.1875 4826821 341.4 344.9 Speed River -3.5 3.5

6703271 562764.25 4826923 343.8 344.9 Speed River -1.1 1.1

Page 4 of 18



6701284 555962.1875 4826903 343.8 345.0 Speed River -1.2 1.2

6704840 555875.1875 4826869 343.8 345.0 Speed River -1.2 1.2

6704964 555905.1875 4826888 343.8 345.0 Speed River -1.2 1.2

6706791 555894.1875 4826783 347.2 345.0 Speed River 2.2 2.2

6706835 555874.1875 4826843 346.3 345.0 Speed River 1.3 1.3

6707492 555934.1875 4826803 343.8 345.0 Speed River -1.2 1.2

6707675 555934.1875 4826763 344.4 345.0 Speed River -0.6 0.6

6704536 555834.1875 4826853 342.3 345.1 Speed River -2.8 2.8

6706941 555814.1875 4826923 342.9 345.1 Speed River -2.2 2.2

6707434 555866.1875 4826941 344.3 345.1 Speed River -0.7 0.7

6708251 555749.1875 4826931 346.8 345.1 Speed River 1.7 1.7

6701200 561017.25 4827158 335.9 346.0 Speed River -10.1 10.1

6701209 562194.25 4828575 343.2 346.0 Speed River -2.8 2.8

6700161 562453.25 4828671 342.6 346.2 Speed River -3.6 3.6

6710700 555889.1875 4827398 347.0 346.7 Speed River 0.3 0.3

6704365 555489.1875 4827073 349.0 346.8 Speed River 2.2 2.2

6701222 557342.25 4827845 347.5 347.6 Speed River -0.2 0.2

6707326 555455.1875 4827541 360.2 349.3 Speed River 10.8 10.8

6701295 554896.1875 4827728 357.8 351.6 Speed River 6.3 6.3

6709106 560977.25 4830491 359.5 352.1 Speed River 7.3 7.3

6701226 559636.25 4830781 352.0 353.1 Speed River -1.1 1.1

6703642 559524.25 4830833 349.6 353.1 Speed River -3.5 3.5

6706274 559564.25 4830823 352.0 353.1 Speed River -1.1 1.1

6705598 557514.25 4828803 353.6 353.5 Speed River 0.1 0.1

6700232 563558.25 4829542 355.1 353.5 Speed River 1.6 1.6

6704453 555864.1875 4828233 359.4 353.5 Speed River 5.8 5.8

6701297 554504.1875 4828015 359.4 354.3 Speed River 5.1 5.1

6701241 555865.1875 4828401 362.4 355.1 Speed River 7.3 7.3

6704198 555864.1875 4828353 362.1 355.1 Speed River 7.0 7.0

6706033 555834.1875 4828563 357.8 355.5 Speed River 2.4 2.4

6711683 563303.25 4829636 357.4 356.2 Speed River 1.2 1.2

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6703468 563114.25 4829803 356.6 357.1 Speed River -0.4 0.4

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6701233 556074.1875 4828883 370.6 357.8 Speed River 12.8 12.8

6705088 558614.25 4832423 353.0 360.2 Speed River -7.2 7.2

6701839 554903.1875 4829133 362.1 360.7 Speed River 1.4 1.4

6704189 555864.1875 4829343 364.2 360.7 Speed River 3.5 3.5

6701243 555044.1875 4829171 367.3 360.9 Speed River 6.4 6.4

6707113 562864.25 4832323 365.5 361.4 Speed River 4.0 4.0

6701842 555270.1875 4829504 367.9 361.7 Speed River 6.2 6.2

6701844 555280.1875 4829499 371.9 361.7 Speed River 10.2 10.2

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6704063 555344.1875 4829573 369.7 361.9 Speed River 7.8 7.8

6705012 555322.1875 4829585 376.1 361.9 Speed River 14.2 14.2

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6701846 555910.1875 4830312 368.8 363.2 Speed River 5.6 5.6

6701847 556592.1875 4830904 368.2 364.1 Speed River 4.1 4.1

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6700294 559659.1875 4835127 371.2 372.7 Speed River -1.4 1.4

Page 5 of 18



6700174 556779.1875 4834916 374.6 374.0 Speed River 0.6 0.6

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6705297 555464.1875 4835428 393.2 378.9 Speed River 14.3 14.3

6706119 555564.1875 4835223 392.0 378.9 Speed River 13.0 13.0

6710960 555324.1875 4835633 388.0 378.9 Speed River 9.0 9.0

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6705224 562514.1875 4838073 384.4 386.2 Speed River -1.8 1.8

6705991 562664.25 4838023 382.8 386.2 Speed River -3.4 3.4

6708657 557370.1875 4837247 386.0 386.3 Speed River -0.4 0.4

6705227 563014.25 4839423 387.1 388.9 Speed River -1.8 1.8

6700535 564075.25 4838347 386.5 390.3 Speed River -3.8 3.8

6707340 560912.1875 4837725 386.6 391.8 Speed River -5.2 5.2

6705671 565964.25 4840423 392.9 394.5 Speed River -1.6 1.6

6708618 565814.25 4840543 398.4 394.5 Speed River 4.0 4.0

6712075 558097.1875 4838306 395.0 395.8 Speed River -0.9 0.9

6700537 562804.25 4839687 393.2 395.9 Speed River -2.7 2.7

6709348 564129.25 4840728 390.6 396.0 Speed River -5.4 5.4

6711616 564147.25 4840746 393.6 396.0 Speed River -2.4 2.4

6708521 561056.1875 4839301 387.3 396.7 Speed River -9.4 9.4

6710522 563174.25 4840965 394.0 397.3 Speed River -3.4 3.4

6705926 564964.25 4841223 391.7 399.3 Speed River -7.7 7.7

6708349 564913.25 4841275 406.4 399.3 Speed River 7.1 7.1

6712032 564734.25 4841493 400.2 401.6 Speed River -1.4 1.4

6711600 557082.1875 4839071 402.6 402.7 Speed River 0.0 0.0

6707541 554864.125 4839023 396.2 403.5 Speed River -7.2 7.2

6707053 557664.1875 4839173 402.3 403.8 Speed River -1.5 1.5

6708047 554414.125 4838673 409.3 404.4 Speed River 4.9 4.9

6705213 558574.1875 4839399 396.2 405.2 Speed River -8.9 8.9

6705856 565914.25 4842923 405.4 405.9 Speed River -0.5 0.5

6711347 565287.25 4842210 404.3 405.9 Speed River -1.6 1.6

6708635 562512.25 4841754 403.5 406.0 Speed River -2.5 2.5

6708427 559441.1875 4840673 403.0 406.0 Speed River -3.0 3.0

6700299 556456.1875 4839293 404.8 406.8 Speed River -2.0 2.0

6704709 565164.25 4842923 403.6 408.2 Speed River -4.7 4.7

6709529 565029.25 4842843 405.4 408.2 Speed River -2.8 2.8

6711617 564947.25 4843050 407.9 408.2 Speed River -0.4 0.4

6709787 556123.1875 4840531 410.3 409.3 Speed River 1.0 1.0

6706796 556864.1875 4841323 411.5 410.5 Speed River 0.9 0.9

6704622 556954.1875 4841593 417.3 411.3 Speed River 6.0 6.0

6706204 557514.1875 4842523 420.3 416.6 Speed River 3.7 3.7

6703806 561614.1875 4844513 425.5 420.0 Speed River 5.5 5.5

6704570 561464.1875 4844443 417.0 420.0 Speed River -3.0 3.0

6708437 558324.1875 4843395 426.3 420.0 Speed River 6.3 6.3

6707798 568814.25 4824673 312.4 322.2 Blue Springs Creek -9.7 9.7

6708079 569254.25 4824963 318.5 323.1 Blue Springs -4.6 4.6

6712365 569493.25 4824923 320.6 327.3 Blue Springs -6.6 6.6

6708196 569562.25 4824796 321.4 327.6 Blue Springs -6.2 6.2

6709300 569539.25 4825236 324.3 327.7 Blue Springs -3.4 3.4

6709422 569663.25 4825150 321.9 328.6 Blue Springs -6.7 6.7

2806261 569544.25 4825283 328.9 328.9 Blue Springs -0.1 0.1

6709733 569675.25 4825348 334.3 329.1 Blue Springs 5.2 5.2

6708243 569709.25 4825253 327.8 329.6 Blue Springs -1.8 1.8

6708558 569814.25 4825278 328.6 329.6 Blue Springs -1.0 1.0

2806496 570349.3125 4824708 322.5 330.6 Blue Springs -8.1 8.1

6708519 569829.25 4825302 328.3 331.2 Blue Springs -2.9 2.9

2808198 569915.3125 4825310 328.6 331.3 Blue Springs -2.7 2.7

2807407 570830.3125 4824305 325.6 332.3 Blue Springs -6.7 6.7

2803724 571914.3125 4825073 322.2 333.5 Blue Springs -11.3 11.3

2808220 571929.3125 4825087 326.1 333.5 Blue Springs -7.4 7.4

Page 6 of 18



6706183 572064.3125 4825623 324.3 334.7 Blue Springs -10.4 10.4

2803606 571574.3125 4825463 323.1 335.7 Blue Springs -12.6 12.6

2804561 571784.3125 4825369 315.2 335.8 Blue Springs -20.6 20.6

2807521 571871.5625 4825377.5 323.3 335.8 Blue Springs -12.5 12.5

2807522 571856.3125 4825373 322.8 335.8 Blue Springs -13.0 13.0

2807523 572016.3125 4825636 324.0 336.1 Blue Springs -12.1 12.1

2801883 570779.3125 4825661 335.3 336.2 Blue Springs -0.9 0.9

2805870 571414.3125 4823723 327.7 336.8 Blue Springs -9.2 9.2

2805493 572614.3125 4826573 326.1 337.0 Blue Springs -10.9 10.9

2806684 572187.3125 4824990 328.0 337.3 Blue Springs -9.3 9.3

2804522 571163.3125 4825848 337.4 337.4 Blue Springs 0.0 0.0

2804910 571514.3125 4823523 337.1 337.7 Blue Springs -0.6 0.6

2804638 571125.3125 4825910 322.5 337.8 Blue Springs -15.3 15.3

2801952 571259.3125 4825875 333.8 337.8 Blue Springs -4.1 4.1

2805057 571814.3125 4826073 330.7 337.8 Blue Springs -7.1 7.1

2805056 570764.3125 4822583 342.0 338.2 Blue Springs 3.8 3.8

2801953 571287.3125 4826060 324.6 338.4 Blue Springs -13.8 13.8

2804523 571232.3125 4826011 336.8 338.6 Blue Springs -1.8 1.8

2805370 572814.3125 4826223 326.4 338.8 Blue Springs -12.3 12.3

2801954 571472.3125 4826172 330.7 338.9 Blue Springs -8.2 8.2

2806090 571666.3125 4823447 331.7 338.9 Blue Springs -7.2 7.2

2806951 571436.3125 4826166 332.3 339.1 Blue Springs -6.8 6.8

2805407 571714.3125 4823773 339.9 339.1 Blue Springs 0.7 0.7

2805411 572414.3125 4826623 329.2 339.4 Blue Springs -10.3 10.3

2805899 572442.3125 4826617 334.6 339.4 Blue Springs -4.9 4.9

2803044 572514.3125 4826723 335.9 339.6 Blue Springs -3.7 3.7

2806174 572128.3125 4826439 334.7 339.7 Blue Springs -4.9 4.9

2808672 571791.5625 4826339.5 334.3 339.7 Blue Springs -5.3 5.3

2801959 571311.3125 4826271 328.9 339.7 Blue Springs -10.9 10.9

2805078 571314.3125 4822123 334.7 339.8 Blue Springs -5.2 5.2

2803852 572329.3125 4826638 335.3 340.0 Blue Springs -4.8 4.8

2803681 571939.3125 4826473 338.3 340.3 Blue Springs -1.9 1.9

2806909 571710.5625 4826493.5 333.6 340.3 Blue Springs -6.8 6.8

2801957 572076.3125 4826556 336.8 340.4 Blue Springs -3.6 3.6

2807297 571774.3125 4823332 335.8 340.5 Blue Springs -4.7 4.7

2807544 572494.3125 4826941 332.6 340.8 Blue Springs -8.2 8.2

2803723 572514.3125 4824673 333.8 340.8 Blue Springs -7.0 7.0

2806949 571623.3125 4826513 331.6 341.0 Blue Springs -9.4 9.4

2804844 573337.3125 4827305 331.3 341.4 Blue Springs -10.1 10.1

2803076 572044.3125 4826773 337.4 341.7 Blue Springs -4.3 4.3

2801956 572215.3125 4826873 337.1 341.7 Blue Springs -4.6 4.6

2806998 571942.3125 4823182 337.1 341.9 Blue Springs -4.7 4.7

2807631 572503.3125 4827146 337.6 342.0 Blue Springs -4.5 4.5

2803051 572614.3125 4824623 336.2 342.0 Blue Springs -5.9 5.9

2803962 573154.3125 4827813 312.4 342.3 Blue Springs -29.9 29.9 Outlier

2804578 572908.3125 4824756 348.4 342.3 Blue Springs 6.1 6.1

2805684 572764.3125 4824723 339.2 342.3 Blue Springs -3.1 3.1

2807002 572901.5625 4824682.5 336.7 342.3 Blue Springs -5.6 5.6

2803024 573344.3125 4825803 349.0 342.5 Blue Springs 6.5 6.5

2803630 572164.3125 4823123 348.1 342.6 Blue Springs 5.5 5.5

2801955 572124.3125 4826992 339.2 342.6 Blue Springs -3.4 3.4

2803489 572824.3125 4824373 343.8 343.1 Blue Springs 0.7 0.7

2807029 572822.3125 4824392 350.1 343.1 Blue Springs 7.0 7.0

2808597 573613.3125 4826755 344.2 343.5 Blue Springs 0.8 0.8

2808598 573592.3125 4826717 343.2 343.5 Blue Springs -0.2 0.2

2804352 572214.3125 4822873 342.9 343.5 Blue Springs -0.6 0.6

2807408 573653.3125 4827593 334.3 343.5 Blue Springs -9.2 9.2

2802000 573570.3125 4826450 340.5 343.6 Blue Springs -3.1 3.1

2804534 572488.3125 4827512 336.8 343.8 Blue Springs -7.0 7.0

2804214 573024.3125 4824388 345.9 344.0 Blue Springs 1.9 1.9

2808600 573783.3125 4827031 346.9 344.3 Blue Springs 2.6 2.6

2804967 573814.3125 4827423 353.0 344.3 Blue Springs 8.6 8.6

2807271 573712.3125 4827708 343.9 344.5 Blue Springs -0.6 0.6

2804949 572964.3125 4824123 349.0 344.6 Blue Springs 4.4 4.4

2806685 572293.5625 4827578.5 341.2 345.0 Blue Springs -3.8 3.8

2805617 573914.3125 4825023 352.7 345.3 Blue Springs 7.4 7.4

2801880 573184.3125 4823957 342.9 345.3 Blue Springs -2.4 2.4

2805530 573414.3125 4824073 346.3 345.5 Blue Springs 0.7 0.7

2806082 573476.3125 4824181 354.3 345.5 Blue Springs 8.8 8.8

2806598 573380.5625 4824156.5 353.9 345.5 Blue Springs 8.4 8.4

2804858 571882.3125 4827436 346.6 345.5 Blue Springs 1.0 1.0

2804755 574033.3125 4827226 354.2 345.6 Blue Springs 8.6 8.6

2805415 572914.3125 4828473 341.1 345.7 Blue Springs -4.7 4.7

Page 7 of 18



2806175 571682.3125 4827357 350.0 345.8 Blue Springs 4.2 4.2

2801950 573868.3125 4824437 359.1 346.0 Blue Springs 13.1 13.1

2803834 573884.3125 4824473 354.8 346.0 Blue Springs 8.8 8.8

2805292 574264.3125 4827073 354.5 346.0 Blue Springs 8.5 8.5

2806340 572792.3125 4822397 348.5 346.3 Blue Springs 2.2 2.2

2805221 574164.3125 4828823 348.7 346.8 Blue Springs 1.9 1.9

2806880 574201.3125 4828814 343.3 346.8 Blue Springs -3.5 3.5

2805763 572764.3125 4828473 339.2 346.8 Blue Springs -7.6 7.6

2806925 574154.3125 4828155 346.3 347.0 Blue Springs -0.7 0.7

2807760 574156.3125 4828557 342.4 347.1 Blue Springs -4.8 4.8

2807761 574203.3125 4828621 341.6 347.1 Blue Springs -5.5 5.5

2807767 574235.3125 4828685 347.2 347.1 Blue Springs 0.0 0.0

2807773 574201.3125 4828541 349.0 347.3 Blue Springs 1.7 1.7

2802096 573794.3125 4829313 329.2 347.5 Blue Springs -18.3 18.3

2802097 573789.3125 4829308 332.5 347.5 Blue Springs -14.9 14.9

2804708 572667.3125 4828538 342.6 347.6 Blue Springs -5.0 5.0

2804835 571744.3125 4821438 340.8 347.6 Blue Springs -6.8 6.8

2805867 571514.3125 4821473 338.9 347.6 Blue Springs -8.6 8.6

2804562 571738.3125 4821247 344.1 348.0 Blue Springs -3.9 3.9

2803240 572864.3125 4828973 338.3 348.0 Blue Springs -9.7 9.7

2806923 574502.3125 4828454 355.9 348.1 Blue Springs 7.8 7.8

2806924 574372.3125 4828465 351.9 348.1 Blue Springs 3.8 3.8

2807765 574258.3125 4828791 346.4 348.3 Blue Springs -1.8 1.8

2804624 571631.3125 4827837 342.3 348.6 Blue Springs -6.3 6.3

2804736 575379.3125 4827702 362.4 348.6 Blue Springs 13.8 13.8

2804469 572482.3125 4828558 345.3 348.9 Blue Springs -3.6 3.6

2805702 572164.3125 4821223 346.6 349.0 Blue Springs -2.4 2.4

2805068 570764.3125 4822373 336.2 349.0 Blue Springs -12.8 12.8

2807595 570832.3125 4822349 334.3 349.0 Blue Springs -14.7 14.7

2807283 572481.3125 4828547 344.3 349.1 Blue Springs -4.7 4.7

2805611 574514.3125 4828573 356.3 349.2 Blue Springs 7.1 7.1

2802095 574347.3125 4829877 331.3 349.4 Blue Springs -18.1 18.1

2806560 572437.3125 4828704 348.0 350.2 Blue Springs -2.2 2.2

2803030 573274.3125 4829683 336.8 350.2 Blue Springs -13.4 13.4

2803167 571794.3125 4828373 345.9 350.5 Blue Springs -4.6 4.6

2804506 575622.375 4828772 353.6 350.9 Blue Springs 2.6 2.6

2802002 571899.3125 4828595 348.4 351.8 Blue Springs -3.4 3.4

2803220 571964.3125 4828653 344.4 351.8 Blue Springs -7.4 7.4

2802049 572238.3125 4828877 341.4 352.6 Blue Springs -11.2 11.2

2802796 571994.3125 4828753 352.0 352.7 Blue Springs -0.7 0.7

2807654 573549.5625 4830068.5 348.3 353.0 Blue Springs -4.7 4.7

2802048 572196.3125 4829083 342.0 353.0 Blue Springs -11.1 11.1

2805483 572464.3125 4829423 342.3 354.1 Blue Springs -11.8 11.8

2805582 573264.3125 4830173 357.5 354.2 Blue Springs 3.3 3.3

2808000 573512.3125 4830313 353.1 354.6 Blue Springs -1.5 1.5

6705627 572364.3125 4829438 349.3 354.6 Blue Springs -5.3 5.3

6704285 572514.3125 4829623 352.7 354.8 Blue Springs -2.1 2.1

2803450 573194.3125 4830273 355.1 355.5 Blue Springs -0.4 0.4

2806494 572057.3125 4822338 345.9 355.7 Blue Springs -9.8 9.8

6708195 571796.3125 4829283 350.2 355.8 Blue Springs -5.6 5.6

2805448 573414.3125 4830473 354.5 357.2 Blue Springs -2.8 2.8

2805499 573314.3125 4830373 354.5 357.2 Blue Springs -2.8 2.8

2800695 574373.375 4830544 349.9 358.1 Blue Springs -8.2 8.2

2800693 574247.3125 4830623 356.6 358.6 Blue Springs -2.0 2.0

2804505 573439.3125 4830543 359.1 358.8 Blue Springs 0.2 0.2

2804642 573403.3125 4830541 355.7 358.8 Blue Springs -3.1 3.1

6704980 572630.3125 4830355 356.9 359.0 Blue Springs -2.0 2.0

6705038 572682.3125 4830294 357.5 359.0 Blue Springs -1.4 1.4

2800706 574246.375 4830709 360.9 359.1 Blue Springs 1.8 1.8

2806884 574134.3125 4830675 356.9 359.8 Blue Springs -2.9 2.9

2802099 573485.3125 4830659 358.7 360.4 Blue Springs -1.6 1.6

2807041 573521.3125 4830617 355.8 360.4 Blue Springs -4.6 4.6

6704252 572454.3125 4830323 362.1 360.4 Blue Springs 1.7 1.7

6704349 572564.3125 4830393 360.6 360.4 Blue Springs 0.2 0.2

6705878 572534.3125 4830413 361.8 360.4 Blue Springs 1.4 1.4

2806913 573922.3125 4830819 354.4 360.9 Blue Springs -6.5 6.5

6703540 572354.3125 4830453 361.2 361.7 Blue Springs -0.5 0.5

6704060 573514.3125 4830823 357.2 361.9 Blue Springs -4.7 4.7

6706604 573464.3125 4830773 361.8 361.9 Blue Springs -0.1 0.1

2803963 575664.375 4830983 361.5 363.9 Blue Springs -2.4 2.4

2804237 575564.375 4831128 353.9 364.1 Blue Springs -10.3 10.3

2804809 575580.375 4831155 359.7 364.1 Blue Springs -4.5 4.5

2807554 575506.375 4831047 353.3 364.1 Blue Springs -10.9 10.9

Page 8 of 18



2800702 573893.3125 4831198 362.1 364.3 Blue Springs -2.2 2.2

2807923 573841.3125 4831148 355.7 364.3 Blue Springs -8.6 8.6

6700548 573853.3125 4831327 363.3 364.3 Blue Springs -1.0 1.0

6700550 573716.3125 4831134 361.8 364.3 Blue Springs -2.5 2.5

6700551 573706.3125 4831114 363.3 364.3 Blue Springs -1.0 1.0

6708865 573703.3125 4831113 358.1 364.3 Blue Springs -6.2 6.2

2802987 575684.375 4831293 356.6 364.6 Blue Springs -8.0 8.0

2804760 575377.375 4831217 354.5 364.8 Blue Springs -10.3 10.3

2804761 575372.375 4831214 351.4 364.8 Blue Springs -13.3 13.3

2806479 575421.375 4831273 354.7 364.8 Blue Springs -10.0 10.0

2800690 575284.375 4831183 356.6 364.8 Blue Springs -8.2 8.2

2800696 575289.375 4831183 351.4 364.8 Blue Springs -13.4 13.4

2800691 575304.375 4831243 350.5 364.9 Blue Springs -14.4 14.4

2800795 575295.375 4831391 356.6 365.0 Blue Springs -8.4 8.4

2803481 575024.375 4831173 350.5 365.1 Blue Springs -14.6 14.6

6700549 573604.3125 4831223 356.6 365.9 Blue Springs -9.3 9.3

6700553 573563.3125 4831227 363.3 365.9 Blue Springs -2.6 2.6

2800692 574854.375 4831153 354.2 366.0 Blue Springs -11.8 11.8

2807360 575008.375 4831554 351.4 367.1 Blue Springs -15.7 15.7

2800701 574161.375 4831550 365.8 367.3 Blue Springs -1.5 1.5

2806609 574848.375 4831693 358.4 367.7 Blue Springs -9.3 9.3

2803393 574734.375 4831823 372.8 368.8 Blue Springs 4.0 4.0

6704829 573314.3125 4831426 358.7 368.8 Blue Springs -10.1 10.1

6705821 573314.3125 4831423 363.3 368.8 Blue Springs -5.5 5.5

6707397 573364.3125 4831573 366.1 368.8 Blue Springs -2.7 2.7

6709689 573272.3125 4831530 363.8 368.8 Blue Springs -5.0 5.0

6707857 573214.3125 4831823 367.0 370.3 Blue Springs -3.3 3.3

2800700 574261.375 4831691 373.4 370.9 Blue Springs 2.4 2.4

2800705 574480.375 4831933 380.7 370.9 Blue Springs 9.8 9.8

2803399 574334.375 4831693 371.2 370.9 Blue Springs 0.3 0.3

2803482 574454.375 4831773 380.4 370.9 Blue Springs 9.4 9.4

2804676 574260.375 4831661 375.2 370.9 Blue Springs 4.3 4.3

6709979 572867.3125 4832068 368.2 372.4 Blue Springs -4.2 4.2

6700552 574198.3125 4832015 381.0 372.8 Blue Springs 8.2 8.2

6705985 574464.3125 4832123 382.5 372.8 Blue Springs 9.8 9.8

6704348 572664.3125 4832023 371.2 373.2 Blue Springs -2.0 2.0

6703810 572614.3125 4832173 374.0 373.9 Blue Springs 0.1 0.1

6703219 574294.3125 4832273 369.4 374.4 Blue Springs -5.0 5.0

6704764 572394.3125 4832423 374.0 374.5 Blue Springs -0.5 0.5

6708633 572583.3125 4832517 372.8 374.5 Blue Springs -1.7 1.7

6709572 572488.3125 4832351 369.4 374.5 Blue Springs -5.1 5.1

6700554 574113.3125 4832340 381.9 375.4 Blue Springs 6.6 6.6

6700571 574175.3125 4832527 377.3 375.4 Blue Springs 2.0 2.0

6703727 573964.3125 4832623 378.9 376.1 Blue Springs 2.7 2.7

6704632 574084.3125 4832613 377.3 376.1 Blue Springs 1.2 1.2

6708620 574113.3125 4832555 372.8 376.1 Blue Springs -3.3 3.3

6709565 573871.3125 4832778 372.1 376.9 Blue Springs -4.9 4.9

2800874 575492.3125 4833149 379.8 384.5 Blue Springs -4.8 4.8

6709717 574806.3125 4832569 372.0 384.5 Blue Springs -12.5 12.5

6710093 575259.3125 4833143 371.1 384.6 Blue Springs -13.5 13.5

6700604 574915.3125 4833628 376.7 385.1 Blue Springs -8.3 8.3

6711673 574109.3125 4834480 385.7 386.4 Blue Springs -0.7 0.7

6703096 563014.3125 4822873 309.1 311.4

Eramosa River


6701077 563134.3125 4822948 320.3 312.5 Eramosa River 7.9 7.9

6708858 565242.25 4821671 313.2 312.5 Eramosa River 0.7 0.7

6702695 565474.25 4821773 316.4 312.7 Eramosa River 3.7 3.7

6704027 565514.25 4821783 316.4 312.7 Eramosa River 3.7 3.7

6700898 562749.3125 4822734 316.1 313.5 Eramosa River 2.6 2.6

6700895 562193.3125 4821711 316.4 313.6 Eramosa River 2.8 2.8

6700879 562723.3125 4822783 318.8 313.8 Eramosa River 5.0 5.0

6700897 562734.3125 4822713 316.4 313.8 Eramosa River 2.5 2.5

6700878 562663.3125 4822737 318.2 314.1 Eramosa River 4.1 4.1

6709855 562054.3125 4822248 313.6 315.3 Eramosa River -1.7 1.7

6702694 565864.25 4822083 315.8 315.4 Eramosa River 0.4 0.4

6708695 565824.25 4822009 316.1 315.4 Eramosa River 0.7 0.7

6704301 565024.25 4822023 312.7 315.7 Eramosa River -3.0 3.0

6705309 565814.25 4822073 316.1 315.9 Eramosa River 0.2 0.2

6708693 565826.25 4822122 315.6 315.9 Eramosa River -0.4 0.4

6712008 565797.25 4822105 317.1 315.9 Eramosa River 1.2 1.2

6711971 565814.25 4822264 315.0 316.1 Eramosa River -1.1 1.1

6702690 565734.25 4822223 325.5 316.1 Eramosa River 9.4 9.4

6706373 565714.25 4822203 316.7 316.1 Eramosa River 0.6 0.6

Page 9 of 18



6708640 565759.25 4822232 315.0 316.1 Eramosa River -1.2 1.2

6704360 565674.25 4822203 317.0 316.3 Eramosa River 0.7 0.7

6704579 565554.25 4822193 319.1 316.3 Eramosa River 2.8 2.8

6708773 565517.25 4822211 313.5 316.3 Eramosa River -2.9 2.9

6702693 565504.25 4822273 324.0 316.4 Eramosa River 7.6 7.6

6703304 565494.25 4822273 326.1 316.4 Eramosa River 9.7 9.7

6712003 565853.25 4822448 312.0 316.4 Eramosa River -4.5 4.5

6702761 565635.25 4822383 315.2 316.5 Eramosa River -1.3 1.3

6708794 565767.25 4822478 318.2 316.5 Eramosa River 1.7 1.7

6706265 565374.25 4822403 318.8 316.6 Eramosa River 2.2 2.2

6701018 565470.25 4822687 318.5 317.1 Eramosa River 1.5 1.5

6704353 565554.25 4822653 320.0 317.1 Eramosa River 3.0 3.0

6700917 561620.25 4822726 318.5 318.5 Eramosa River 0.0 0.0

2805562 569114.25 4825373 326.4 318.5 Eramosa River 7.9 7.9

6705969 568994.25 4825323 322.2 318.5 Eramosa River 3.6 3.6

6707667 569149.25 4825372 323.1 318.5 Eramosa River 4.6 4.6

2801745 568616.25 4824511 327.7 319.2 Eramosa River 8.5 8.5

6700189 569151.25 4825325 318.5 319.3 Eramosa River -0.8 0.8

6705414 569064.25 4825213 316.1 319.3 Eramosa River -3.2 3.2

6701016 564553.25 4822908 317.3 319.6 Eramosa River -2.3 2.3

6707436 565214.25 4821423 316.7 319.7 Eramosa River -3.0 3.0

6710406 565301.25 4821437 319.5 319.7 Eramosa River -0.2 0.2

6701066 562644.25 4823324 325.8 319.8 Eramosa River 6.0 6.0

6702696 565479.25 4821533 327.4 319.9 Eramosa River 7.4 7.4

6706372 565194.3125 4821343 317.6 320.0 Eramosa River -2.4 2.4

6700900 562117.25 4823010 324.9 320.1 Eramosa River 4.9 4.9

6704351 567314.25 4822723 319.1 320.2 Eramosa River -1.0 1.0

6704059 569084.25 4825503 327.4 320.4 Eramosa River 7.0 7.0

6708765 569076.25 4825455 321.9 320.4 Eramosa River 1.5 1.5

6709424 569086.25 4825453 313.9 320.4 Eramosa River -6.5 6.5

6701056 562392.25 4823405 315.5 321.2 Eramosa River -5.7 5.7

6703476 569194.25 4825413 320.0 321.7 Eramosa River -1.6 1.6

6702765 567477.25 4822036 322.5 322.0 Eramosa River 0.4 0.4

6700193 569024.25 4825428 325.2 322.1 Eramosa River 3.1 3.1

6700196 568973.25 4825458 325.8 322.1 Eramosa River 3.7 3.7

6704677 568962.25 4825321 321.9 322.1 Eramosa River -0.3 0.3

6707515 569014.25 4825383 328.3 322.1 Eramosa River 6.2 6.2

6703493 568994.25 4826023 330.7 322.2 Eramosa River 8.5 8.5

6704237 569034.25 4826023 325.8 322.2 Eramosa River 3.6 3.6

6706025 568974.25 4826003 324.6 322.2 Eramosa River 2.4 2.4

6701082 562718.25 4823742 334.1 323.2 Eramosa River 10.8 10.8

6701026 564265.25 4823972 326.1 323.3 Eramosa River 2.9 2.9

6709423 568915.25 4825723 321.6 323.4 Eramosa River -1.9 1.9

6709142 568518.25 4824253 319.2 323.7 Eramosa River -4.5 4.5

6712009 565841.25 4821609 318.4 323.8 Eramosa River -5.4 5.4

6700190 569097.25 4825901 324.6 324.0 Eramosa River 0.6 0.6

6706656 569064.25 4825973 322.5 324.0 Eramosa River -1.5 1.5

6701030 564616.25 4823642 328.0 324.2 Eramosa River 3.7 3.7

6702698 565784.25 4821468 312.1 324.3 Eramosa River -12.1 12.1

6708658 568754.25 4825128 323.5 324.4 Eramosa River -1.0 1.0

6700142 568933.25 4825447 325.2 324.5 Eramosa River 0.8 0.8

6700192 568894.25 4825426 320.0 324.5 Eramosa River -4.4 4.4

6700198 568943.25 4825462 322.5 324.5 Eramosa River -2.0 2.0

6701032 564608.25 4823832 324.9 324.5 Eramosa River 0.4 0.4

6705522 569214.25 4825273 322.8 324.8 Eramosa River -2.0 2.0

6702688 564264.3125 4821068 333.1 324.9 Eramosa River 8.2 8.2

6702689 564269.3125 4821063 329.2 324.9 Eramosa River 4.2 4.2

6702684 564094.3125 4821083 332.2 325.0 Eramosa River 7.2 7.2

6708556 568703.25 4824997 326.4 325.1 Eramosa River 1.3 1.3

6703582 567954.25 4825203 344.1 325.3 Eramosa River 18.8 18.8

6702810 568783.25 4822273 331.6 325.4 Eramosa River 6.3 6.3

6709444 564378.3125 4820924 324.6 325.6 Eramosa River -1.0 1.0

6704999 566234.25 4823414 341.7 325.6 Eramosa River 16.1 16.1

6708341 569229.25 4825326 319.5 325.7 Eramosa River -6.1 6.1

6701040 564504.25 4824051 326.1 326.0 Eramosa River 0.1 0.1

6704835 564572.25 4824135 326.4 326.0 Eramosa River 0.4 0.4

6705108 564564.25 4824223 325.5 326.0 Eramosa River -0.5 0.5

6705109 564564.25 4824223 322.8 326.0 Eramosa River -3.3 3.3

6705236 564514.25 4824223 322.8 326.0 Eramosa River -3.3 3.3

6701033 564667.25 4823908 323.4 326.1 Eramosa River -2.7 2.7

6701036 564540.25 4824022 325.5 326.1 Eramosa River -0.6 0.6

6701037 564654.25 4824089 326.1 326.1 Eramosa River 0.0 0.0

6701038 564615.25 4824033 326.1 326.1 Eramosa River 0.0 0.0

Page 10 of 18



6701039 564634.25 4824083 326.1 326.1 Eramosa River 0.0 0.0

6704968 564650.25 4824064 326.1 326.1 Eramosa River 0.0 0.0

6701035 564813.25 4823866 328.9 326.2 Eramosa River 2.7 2.7

6706004 564814.25 4823973 328.0 326.2 Eramosa River 1.8 1.8

6706866 564794.25 4823923 326.1 326.2 Eramosa River 0.0 0.0

6703605 569084.25 4825823 326.4 326.4 Eramosa River 0.1 0.1

6704508 569114.25 4825693 321.9 326.4 Eramosa River -4.5 4.5

6705006 569092.25 4825718 322.5 326.4 Eramosa River -3.9 3.9

6707695 569214.25 4825723 336.5 326.4 Eramosa River 10.1 10.1

6701101 564568.25 4824434 320.0 326.5 Eramosa River -6.4 6.4

6700197 568782.25 4825530 318.5 327.1 Eramosa River -8.6 8.6

6710738 565782.3125 4820840 322.5 327.1 Eramosa River -4.7 4.7

6712010 566183.25 4821563 324.3 327.1 Eramosa River -2.9 2.9

6706836 564614.25 4824343 323.4 327.2 Eramosa River -3.8 3.8

6708520 569197.25 4825622 320.4 327.2 Eramosa River -6.8 6.8

6701090 563317.25 4824233 337.4 327.3 Eramosa River 10.1 10.1

6701094 563342.25 4824259 331.3 327.3 Eramosa River 4.0 4.0

6701095 563221.25 4824257 337.7 327.3 Eramosa River 10.4 10.4

6703560 565794.3125 4820853 320.6 327.3 Eramosa River -6.7 6.7

6702763 566694.25 4821738 316.4 327.5 Eramosa River -11.1 11.1

6703737 564654.25 4824463 323.4 327.6 Eramosa River -4.2 4.2

6702699 566154.25 4821368 330.7 327.6 Eramosa River 3.1 3.1

6712011 566266.25 4821646 318.3 327.6 Eramosa River -9.4 9.4

6712012 566292.25 4821680 317.8 327.6 Eramosa River -9.9 9.9

6700191 569018.25 4826131 326.1 327.7 Eramosa River -1.6 1.6

6703733 568914.25 4826243 331.9 327.7 Eramosa River 4.2 4.2

6706024 568914.25 4826203 325.5 327.7 Eramosa River -2.2 2.2

6707971 569043.25 4826248 331.7 327.7 Eramosa River 4.0 4.0

6708244 569044.25 4826160 319.5 327.7 Eramosa River -8.3 8.3

6711230 569026.25 4826310 327.8 327.7 Eramosa River 0.1 0.1

6703246 564914.25 4824073 329.8 327.7 Eramosa River 2.1 2.1

6703197 567814.25 4825253 342.9 327.9 Eramosa River 15.0 15.0

6700200 568753.25 4826393 323.1 328.0 Eramosa River -4.9 4.9

6708277 568882.25 4826317 322.2 328.0 Eramosa River -5.8 5.8

6708417 568963.25 4826353 322.2 328.0 Eramosa River -5.7 5.7

6707272 569134.25 4822143 341.7 328.1 Eramosa River 13.6 13.6

6700209 568099.25 4826468 328.3 328.4 Eramosa River -0.1 0.1

6700211 568171.25 4826383 325.5 328.4 Eramosa River -2.9 2.9

6707799 569514.25 4825473 325.2 328.4 Eramosa River -3.2 3.2

6707800 569564.25 4825523 332.8 328.4 Eramosa River 4.4 4.4

6707633 569074.25 4825023 321.9 328.5 Eramosa River -6.6 6.6

6701098 563335.25 4824384 328.3 328.5 Eramosa River -0.2 0.2

6702743 566514.25 4821388 321.0 328.6 Eramosa River -7.7 7.7

2806395 569514.25 4825343 329.2 328.8 Eramosa River 0.4 0.4

6707489 569614.25 4825463 321.3 328.8 Eramosa River -7.5 7.5

6704766 565264.3125 4819908 327.7 328.8 Eramosa River -1.1 1.1

6706768 568360.25 4826382 320.4 328.8 Eramosa River -8.4 8.4

6707876 569541.25 4825316 329.3 328.9 Eramosa River 0.4 0.4

6702584 564959.25 4818639 328.0 329.0 Eramosa River -1.1 1.1

6711799 566527.25 4823775 338.5 329.1 Eramosa River 9.4 9.4

6712013 566565.3125 4821321 332.6 329.1 Eramosa River 3.5 3.5

6700194 568756.25 4824912 321.0 329.1 Eramosa River -8.1 8.1

6708644 569451.25 4825737 332.4 329.5 Eramosa River 2.9 2.9

6709068 569458.25 4825723 335.1 329.5 Eramosa River 5.6 5.6

6709334 569449.25 4825688 338.6 329.5 Eramosa River 9.1 9.1

6709514 569449.25 4825688 338.6 329.5 Eramosa River 9.1 9.1

6710722 568157.25 4826912 319.9 329.7 Eramosa River -9.8 9.8

6711902 565961.3125 4820573 325.5 329.7 Eramosa River -4.2 4.2

6704966 567644.25 4825336 346.6 329.7 Eramosa River 16.8 16.8

6704986 564955.25 4818471 334.4 329.9 Eramosa River 4.4 4.4

6701020 566694.25 4823956 345.0 330.0 Eramosa River 15.0 15.0

6708801 568855.25 4826676 319.3 330.1 Eramosa River -10.8 10.8

6701046 565237.25 4824971 329.5 330.1 Eramosa River -0.6 0.6

2805058 569428.25 4823393 343.2 330.3 Eramosa River 13.0 13.0

2805618 569563.25 4825538 336.2 330.3 Eramosa River 6.0 6.0

6702702 566119.3125 4820593 326.1 330.5 Eramosa River -4.4 4.4

6701041 564896.25 4824645 329.8 330.6 Eramosa River -0.8 0.8

6703579 565194.25 4818733 333.5 330.6 Eramosa River 2.8 2.8

6704985 565140.25 4818689 330.1 330.6 Eramosa River -0.5 0.5

6703195 566114.3125 4820523 326.1 330.8 Eramosa River -4.7 4.7

6702590 565238.25 4818775 328.9 331.0 Eramosa River -2.1 2.1

6704268 569014.25 4826073 325.5 331.0 Eramosa River -5.5 5.5

6704633 569028.25 4826065 323.1 331.0 Eramosa River -7.9 7.9

Page 11 of 18



6706393 569064.25 4826073 332.2 331.0 Eramosa River 1.2 1.2

6704236 565134.25 4818583 335.3 331.4 Eramosa River 3.8 3.8

6705972 566074.25 4825183 328.6 331.7 Eramosa River -3.1 3.1

6704984 565495.25 4819023 342.0 331.7 Eramosa River 10.3 10.3

6711291 565322.25 4818655 330.5 331.7 Eramosa River -1.2 1.2

6704983 565623.25 4819155 334.1 332.1 Eramosa River 2.0 2.0

6700212 567256.25 4826484 339.9 332.4 Eramosa River 7.5 7.5

6704300 567354.25 4826473 335.0 332.4 Eramosa River 2.6 2.6

6704617 567293.25 4826499 329.8 332.4 Eramosa River -2.6 2.6

6707375 567174.25 4826483 342.0 332.4 Eramosa River 9.6 9.6

6702720 565969.3125 4819838 324.0 332.6 Eramosa River -8.6 8.6

6701050 566098.25 4824805 335.3 332.7 Eramosa River 2.6 2.6

6701103 564987.25 4824927 330.1 332.7 Eramosa River -2.6 2.6

6702712 566004.3125 4819923 326.7 332.7 Eramosa River -5.9 5.9

6702713 566019.3125 4819943 327.7 332.8 Eramosa River -5.1 5.1

6703263 567664.25 4828203 329.5 332.8 Eramosa River -3.3 3.3

6708655 568424.25 4827253 335.9 333.0 Eramosa River 2.9 2.9

6700262 567877.25 4828457 325.8 333.1 Eramosa River -7.3 7.3

6703739 567814.25 4828413 335.0 333.1 Eramosa River 1.8 1.8

6702716 565979.3125 4819723 326.1 333.2 Eramosa River -7.1 7.1

6700202 567654.25 4825447 344.4 333.4 Eramosa River 11.0 11.0

6700203 567688.25 4825467 342.3 333.4 Eramosa River 8.9 8.9

6703741 567764.25 4825423 345.9 333.4 Eramosa River 12.6 12.6

6704783 567746.25 4825434 339.5 333.4 Eramosa River 6.2 6.2

6708372 566572.3125 4820413 329.1 333.4 Eramosa River -4.3 4.3

6701047 565325.25 4825133 330.7 333.4 Eramosa River -2.7 2.7

2806244 569899.25 4823148 336.5 333.7 Eramosa River 2.8 2.8

6705564 569964.25 4823123 337.4 333.7 Eramosa River 3.7 3.7

6709249 567960.25 4828603 330.5 333.7 Eramosa River -3.2 3.2

6702731 567154.3125 4820723 335.6 334.0 Eramosa River 1.6 1.6

6702710 566464.3125 4820178 329.8 334.1 Eramosa River -4.3 4.3

6702705 566534.3125 4820143 339.2 334.2 Eramosa River 5.1 5.1

6702725 567024.3125 4820583 339.2 334.2 Eramosa River 5.0 5.0

6706077 567439.3125 4820949 332.2 334.3 Eramosa River -2.0 2.0

6704784 566710.3125 4820300 329.8 334.4 Eramosa River -4.6 4.6

6702729 566874.3125 4820428 340.2 334.4 Eramosa River 5.8 5.8

6700264 568132.25 4828617 325.8 334.5 Eramosa River -8.7 8.7

6709333 567904.25 4828744 325.3 335.1 Eramosa River -9.8 9.8

6710421 568154.25 4828782 337.9 335.1 Eramosa River 2.8 2.8

6702724 567114.3125 4820663 335.0 335.4 Eramosa River -0.4 0.4

6700145 566901.25 4826072 332.2 335.5 Eramosa River -3.3 3.3

6711613 568679.25 4826717 323.4 335.7 Eramosa River -12.2 12.2

6704037 567364.3125 4820543 335.0 336.0 Eramosa River -1.1 1.1

6710001 567492.3125 4820514 332.1 336.0 Eramosa River -4.0 4.0

6700214 566925.25 4826158 332.8 336.4 Eramosa River -3.5 3.5

6707172 567964.25 4828773 336.2 336.6 Eramosa River -0.4 0.4

2801884 570113.3125 4826339 344.4 336.8 Eramosa River 7.6 7.6

6701106 565388.25 4825305 334.4 337.2 Eramosa River -2.9 2.9

6703781 565414.25 4825273 334.4 337.2 Eramosa River -2.9 2.9

6701048 565648.25 4825334 333.1 337.3 Eramosa River -4.1 4.1

6700151 565775.25 4825557 336.8 338.5 Eramosa River -1.7 1.7

6704282 565784.25 4825383 332.5 338.5 Eramosa River -6.0 6.0

6707328 565790.25 4825424 332.7 338.5 Eramosa River -5.9 5.9

6707374 569154.25 4828023 355.4 338.8 Eramosa River 16.5 16.5

2804836 569884.25 4823550 344.4 339.2 Eramosa River 5.2 5.2

6704849 563754.25 4826323 339.2 339.4 Eramosa River -0.2 0.2

6704452 566174.25 4825483 328.0 340.4 Eramosa River -12.4 12.4

6706819 570314.3125 4826923 348.7 341.2 Eramosa River 7.5 7.5

6705716 563964.25 4826723 341.4 341.2 Eramosa River 0.1 0.1

2801960 570452.3125 4826717 341.4 341.4 Eramosa River 0.0 0.0

6700152 565787.25 4825768 338.0 341.5 Eramosa River -3.5 3.5

6700360 568738.25 4829352 338.3 341.9 Eramosa River -3.6 3.6

6700375 568585.25 4829347 339.5 341.9 Eramosa River -2.4 2.4

6700221 567030.25 4827720 341.4 342.3 Eramosa River -0.9 0.9

6705054 567134.25 4827763 346.9 342.3 Eramosa River 4.6 4.6

2808489 570835.3125 4826965 344.4 343.4 Eramosa River 1.1 1.1

6703287 568864.25 4829493 346.9 343.6 Eramosa River 3.3 3.3

6703558 568724.25 4829453 344.4 343.6 Eramosa River 0.9 0.9

6708983 565907.25 4825855 332.4 343.9 Eramosa River -11.6 11.6

6707472 568694.25 4829663 339.2 344.1 Eramosa River -4.8 4.8

6705093 569253.3125 4818854 339.9 344.7 Eramosa River -4.9 4.9

6705871 569127.3125 4819073 336.8 345.1 Eramosa River -8.3 8.3

6707666 569174.3125 4819103 331.3 345.1 Eramosa River -13.8 13.8

Page 12 of 18



6703258 569064.25 4829623 346.6 345.2 Eramosa River 1.4 1.4

6700461 568858.25 4830097 352.3 345.2 Eramosa River 7.1 7.1

6706157 568834.25 4829983 357.5 345.2 Eramosa River 12.3 12.3

6707473 568794.25 4829843 351.1 345.3 Eramosa River 5.8 5.8

6707632 568754.25 4829703 342.9 345.3 Eramosa River -2.4 2.4

6707767 568834.25 4829843 349.9 345.3 Eramosa River 4.6 4.6

6704948 566606.25 4827022 337.7 345.3 Eramosa River -7.6 7.6

6704276 568654.25 4829943 353.6 345.5 Eramosa River 8.1 8.1

6700317 569490.25 4829339 336.2 345.7 Eramosa River -9.5 9.5

6700434 569540.25 4829421 341.7 345.7 Eramosa River -4.0 4.0

6700435 569543.25 4829429 348.7 345.7 Eramosa River 3.0 3.0

6705417 569514.25 4829423 344.1 345.7 Eramosa River -1.6 1.6

6705000 569301.3125 4820491 339.5 345.9 Eramosa River -6.4 6.4

6700320 569320.25 4829480 330.7 345.9 Eramosa River -15.2 15.2

6700321 569324.25 4829484 333.8 345.9 Eramosa River -12.2 12.2

6700322 569354.25 4829537 330.7 345.9 Eramosa River -15.2 15.2

6700323 569294.25 4829443 336.8 345.9 Eramosa River -9.1 9.1

6700324 569306.25 4829425 332.2 345.9 Eramosa River -13.7 13.7

6700348 569334.25 4829583 330.1 345.9 Eramosa River -15.8 15.8

2808783 570974.5625 4827407.5 345.3 346.0 Eramosa River -0.7 0.7

2805167 570864.3125 4820723 340.8 346.2 Eramosa River -5.4 5.4

6700453 568973.25 4829994 354.5 346.4 Eramosa River 8.0 8.0

6705248 568954.25 4830003 355.7 346.4 Eramosa River 9.3 9.3

6705435 568894.25 4829883 356.9 346.4 Eramosa River 10.5 10.5

6705810 568854.25 4829863 351.7 346.4 Eramosa River 5.3 5.3

6706740 568874.25 4829923 349.0 346.4 Eramosa River 2.5 2.5

6703178 566664.25 4828393 345.9 346.5 Eramosa River -0.5 0.5

6700314 569643.3125 4829160 356.0 346.5 Eramosa River 9.5 9.5

6700315 569637.3125 4829206 350.2 346.5 Eramosa River 3.7 3.7

6704128 569734.3125 4829203 356.0 346.5 Eramosa River 9.5 9.5

6704363 569574.25 4829163 341.4 346.5 Eramosa River -5.1 5.1

6704839 569654.3125 4829203 344.4 346.5 Eramosa River -2.1 2.1

6706221 569674.3125 4829263 342.6 346.5 Eramosa River -3.9 3.9

6710404 566113.25 4826093 335.6 346.5 Eramosa River -10.9 10.9

6702783 569352.3125 4820942 350.5 346.6 Eramosa River 3.9 3.9

6700222 567029.25 4827805 341.4 346.8 Eramosa River -5.4 5.4

6700223 566994.25 4827765 341.4 346.8 Eramosa River -5.4 5.4

6705760 568414.25 4830058 355.1 346.9 Eramosa River 8.2 8.2

2803835 569544.25 4821953 338.3 347.0 Eramosa River -8.7 8.7

6700386 569029.25 4829820 347.5 347.0 Eramosa River 0.4 0.4

6703298 569164.25 4829723 345.9 347.0 Eramosa River -1.1 1.1

6711190 569062.25 4829769 359.4 347.0 Eramosa River 12.3 12.3

6700150 566212.25 4826488 337.7 347.1 Eramosa River -9.4 9.4

6700224 566945.25 4827699 343.2 347.4 Eramosa River -4.2 4.2

2803077 571494.3125 4821073 338.3 347.4 Eramosa River -9.0 9.0

2804474 571465.3125 4821079 338.6 347.4 Eramosa River -8.7 8.7

2808263 571533.3125 4820725 344.5 347.4 Eramosa River -2.9 2.9

6700309 569845.3125 4829089 356.0 347.5 Eramosa River 8.5 8.5

6703898 569764.3125 4829153 356.0 347.5 Eramosa River 8.5 8.5

6706244 569854.3125 4829043 349.9 347.5 Eramosa River 2.4 2.4

6702785 569664.3125 4820892 341.7 347.7 Eramosa River -6.0 6.0

6706223 568774.25 4830183 358.4 347.7 Eramosa River 10.7 10.7

6703216 564664.25 4828373 353.9 347.8 Eramosa River 6.0 6.0

2804792 571520.3125 4827733 347.8 347.9 Eramosa River -0.2 0.2

6700229 564233.25 4829116 356.3 348.1 Eramosa River 8.3 8.3

6707745 566114.25 4826823 342.3 348.1 Eramosa River -5.8 5.8

6700455 568949.25 4830063 361.2 348.3 Eramosa River 12.9 12.9

6700459 568928.25 4830049 356.0 348.3 Eramosa River 7.7 7.7

6700464 568833.25 4830178 352.0 348.3 Eramosa River 3.8 3.8

6705890 568834.25 4830203 351.7 348.3 Eramosa River 3.5 3.5

6700465 569040.25 4829970 354.2 348.4 Eramosa River 5.7 5.7

6700467 569039.25 4829972 356.6 348.4 Eramosa River 8.2 8.2

2805656 571314.3125 4827823 347.5 348.7 Eramosa River -1.3 1.3

6705055 566586.25 4826432 321.9 348.8 Eramosa River -26.9 26.9 Outlier

6708307 569162.25 4829895 348.4 348.9 Eramosa River -0.5 0.5

6706072 569694.3125 4829303 342.6 348.9 Eramosa River -6.3 6.3

6712291 571303.3125 4828023 349.4 349.0 Eramosa River 0.4 0.4

6700215 566836.25 4826352 333.8 349.1 Eramosa River -15.4 15.4

6700542 571181.3125 4827954 355.1 349.3 Eramosa River 5.8 5.8

6700543 571198.3125 4827963 353.3 349.3 Eramosa River 4.0 4.0

6707336 571214.3125 4828023 353.9 349.3 Eramosa River 4.6 4.6

6703883 566434.25 4826623 333.8 349.3 Eramosa River -15.6 15.6

6700213 566960.25 4826459 336.8 349.4 Eramosa River -12.6 12.6

Page 13 of 18



6703583 567054.25 4826483 336.2 349.4 Eramosa River -13.2 13.2

6700463 568816.25 4830227 358.7 349.4 Eramosa River 9.3 9.3

6700468 568895.25 4830304 359.7 349.4 Eramosa River 10.2 10.2

6703260 568814.25 4830223 355.1 349.4 Eramosa River 5.7 5.7

6703489 568744.25 4830243 355.1 349.4 Eramosa River 5.7 5.7

6704548 568739.25 4830225 361.8 349.4 Eramosa River 12.4 12.4

6704793 568835.25 4830278 360.6 349.4 Eramosa River 11.1 11.1

2806635 571510.5625 4828041.5 348.7 349.5 Eramosa River -0.7 0.7

6707255 567214.25 4826573 333.8 349.5 Eramosa River -15.7 15.7

6700376 568549.25 4830315 357.2 349.5 Eramosa River 7.7 7.7

6700303 570645.3125 4828332 351.7 349.5 Eramosa River 2.2 2.2

6704979 570676.3125 4828313 351.1 349.5 Eramosa River 1.6 1.6

6709071 571194.3125 4828082 348.3 349.6 Eramosa River -1.2 1.2

6711967 570425.3125 4828383 353.2 349.6 Eramosa River 3.7 3.7

6700380 567554.25 4829523 353.0 350.1 Eramosa River 2.9 2.9

6708308 570865.3125 4828230 348.2 350.1 Eramosa River -1.9 1.9

6708802 570911.3125 4828262 349.9 350.1 Eramosa River -0.2 0.2

6704039 569579.3125 4821658 336.8 350.1 Eramosa River -13.3 13.3

6712261 569652.3125 4821610 340.1 350.1 Eramosa River -10.0 10.0

6704675 569069.25 4830276 354.5 350.2 Eramosa River 4.3 4.3

6705670 568994.25 4830303 360.9 350.2 Eramosa River 10.7 10.7

6700345 569223.25 4829649 338.3 350.3 Eramosa River -11.9 11.9

6700346 569219.25 4829687 336.2 350.3 Eramosa River -14.1 14.1

2805843 571514.3125 4828123 355.4 350.4 Eramosa River 5.0 5.0

6702784 569493.3125 4820909 345.9 350.4 Eramosa River -4.5 4.5

6712135 567045.25 4825933 334.3 350.5 Eramosa River -16.2 16.2

6705026 570354.3125 4828703 352.3 350.6 Eramosa River 1.8 1.8

6709880 570310.3125 4820784 337.8 350.6 Eramosa River -12.8 12.8

6700216 567179.25 4825951 339.5 350.6 Eramosa River -11.1 11.1

6710758 567233.25 4826068 335.4 350.6 Eramosa River -15.3 15.3

6700456 568642.25 4830332 360.0 351.5 Eramosa River 8.5 8.5

6700457 568667.3125 4830374 360.9 351.5 Eramosa River 9.4 9.4

6700458 568628.3125 4830406 357.5 351.5 Eramosa River 6.0 6.0

6700462 568594.3125 4830362 359.7 351.5 Eramosa River 8.2 8.2

6703253 568614.3125 4830523 366.1 351.5 Eramosa River 14.6 14.6

6704201 568684.3125 4830523 359.7 351.5 Eramosa River 8.2 8.2

6700382 568376.25 4830467 362.1 351.9 Eramosa River 10.2 10.2

6700269 564766.25 4830284 353.6 352.0 Eramosa River 1.6 1.6

2806694 570745.3125 4820967 341.4 352.4 Eramosa River -11.0 11.0

6703302 569264.25 4829773 348.7 352.4 Eramosa River -3.7 3.7

6704033 570014.3125 4821013 342.9 352.4 Eramosa River -9.5 9.5

6710493 570060.3125 4821001 335.6 352.4 Eramosa River -16.8 16.8

6707801 568294.25 4830543 360.9 352.5 Eramosa River 8.3 8.3

6708459 570900.3125 4820561 339.4 352.6 Eramosa River -13.2 13.2

2808543 569780.3125 4821664 342.5 352.7 Eramosa River -10.2 10.2

6706011 569762.3125 4821525 343.2 352.7 Eramosa River -9.5 9.5

6711717 569845.3125 4821643 338.0 352.7 Eramosa River -14.7 14.7

6712110 569812.3125 4821471 335.7 352.7 Eramosa River -16.9 16.9

6704566 567090.25 4830128 354.5 352.9 Eramosa River 1.6 1.6

6712260 571012.3125 4820040 344.2 352.9 Eramosa River -8.7 8.7

6711196 570936.3125 4820099 343.7 353.0 Eramosa River -9.3 9.3

6703793 568714.3125 4830563 365.8 353.0 Eramosa River 12.7 12.7

6702811 569929.3125 4821267 335.3 353.1 Eramosa River -17.8 17.8

6709725 569963.3125 4821219 344.3 353.1 Eramosa River -8.8 8.8

6703469 567154.25 4829843 343.8 353.1 Eramosa River -9.3 9.3

2801740 571234.3125 4820223 344.7 353.3 Eramosa River -8.5 8.5

2804860 570485.3125 4821029 346.9 353.5 Eramosa River -6.7 6.7

6706436 569514.3125 4831173 354.2 353.8 Eramosa River 0.4 0.4

2802892 570674.3125 4820923 343.2 354.0 Eramosa River -10.7 10.7

2805258 570364.3125 4821323 342.0 354.0 Eramosa River -12.0 12.0

6705953 569734.25 4829543 345.0 354.3 Eramosa River -9.3 9.3

6705171 568564.3125 4830523 362.7 355.0 Eramosa River 7.7 7.7

6706966 568614.3125 4830573 359.4 355.0 Eramosa River 4.4 4.4

6708656 570002.3125 4830233 358.5 355.3 Eramosa River 3.3 3.3

6709248 569957.3125 4830173 360.3 355.3 Eramosa River 5.1 5.1

6707545 571514.3125 4829473 361.2 356.0 Eramosa River 5.2 5.2

6705243 565964.25 4830983 349.0 356.3 Eramosa River -7.3 7.3

6700437 570036.3125 4830379 353.6 356.5 Eramosa River -2.9 2.9

6706253 570094.3125 4830403 359.7 356.5 Eramosa River 3.2 3.2

6708039 571414.3125 4829623 360.3 357.3 Eramosa River 3.0 3.0

6709109 569799.3125 4831150 357.9 358.5 Eramosa River -0.6 0.6

6707396 566964.25 4831823 363.3 358.6 Eramosa River 4.7 4.7

6708294 566631.25 4831916 361.1 358.6 Eramosa River 2.4 2.4

Page 14 of 18



6700473 566831.25 4832048 358.4 359.7 Eramosa River -1.2 1.2

6705374 566714.25 4831973 361.8 359.7 Eramosa River 2.1 2.1

6706163 566814.25 4831923 361.8 359.7 Eramosa River 2.1 2.1

6703247 570064.3125 4831433 367.9 360.3 Eramosa River 7.6 7.6

6705583 564339.25 4830673 358.1 360.3 Eramosa River -2.2 2.2

6709176 564463.25 4830601 364.8 360.3 Eramosa River 4.5 4.5

6704108 567134.25 4831753 364.2 361.9 Eramosa River 2.3 2.3

6705582 567014.25 4831748 360.9 361.9 Eramosa River -1.1 1.1

6712500 566975.25 4831748 357.8 361.9 Eramosa River -4.1 4.1

6710014 570383.3125 4831809 372.8 364.7 Eramosa River 8.1 8.1

6704837 570762.3125 4832074 375.5 366.7 Eramosa River 8.9 8.9

6700490 570491.3125 4831951 376.4 366.9 Eramosa River 9.5 9.5

6708582 570419.3125 4832139 373.7 366.9 Eramosa River 6.8 6.8

6711755 566420.25 4832973 368.9 367.1 Eramosa River 1.8 1.8

6700393 565647.25 4832922 370.9 367.9 Eramosa River 3.1 3.1

6700273 565273.25 4831541 361.8 368.1 Eramosa River -6.3 6.3

6703268 565224.25 4831483 356.9 368.1 Eramosa River -11.2 11.2

6700277 564916.25 4831902 364.2 368.3 Eramosa River -4.1 4.1

6700278 564742.25 4832100 368.8 368.7 Eramosa River 0.1 0.1

6708867 564724.25 4832038 365.6 368.7 Eramosa River -3.1 3.1

6700394 564822.25 4832101 369.4 368.8 Eramosa River 0.6 0.6

6710257 565048.25 4832189 371.9 369.0 Eramosa River 2.9 2.9

6706490 570864.3125 4832173 376.7 369.1 Eramosa River 7.7 7.7

6708928 569343.25 4833422 387.4 369.1 Eramosa River 18.3 18.3

6700392 565479.25 4833065 376.4 369.1 Eramosa River 7.3 7.3

6700511 568280.25 4834606 370.6 370.4 Eramosa River 0.3 0.3

6710015 565334.25 4833318 372.5 371.6 Eramosa River 0.9 0.9

6710515 565155.25 4833515 375.5 372.5 Eramosa River 3.0 3.0

6700482 565083.25 4833701 376.1 373.1 Eramosa River 3.0 3.0

6706215 568314.25 4834573 360.6 373.3 Eramosa River -12.7 12.7

6706009 568414.25 4834273 379.5 373.7 Eramosa River 5.8 5.8

6706010 568414.25 4834323 376.4 373.7 Eramosa River 2.8 2.8

6706928 568464.25 4834273 378.3 373.7 Eramosa River 4.6 4.6

6706929 568414.25 4834373 378.3 373.7 Eramosa River 4.6 4.6

6708416 564835.25 4833832 372.9 373.8 Eramosa River -1.0 1.0

6704545 572184.3125 4832623 364.2 375.2 Eramosa River -11.0 11.0

6705336 572243.3125 4832852 383.7 375.2 Eramosa River 8.5 8.5

6700518 567993.25 4834967 382.5 375.3 Eramosa River 7.2 7.2

6700519 567952.25 4835027 381.9 375.3 Eramosa River 6.6 6.6

6704834 567964.25 4835073 378.6 375.3 Eramosa River 3.3 3.3

6705106 567914.25 4835023 383.4 375.3 Eramosa River 8.1 8.1

6705920 568114.25 4835123 380.4 375.3 Eramosa River 5.1 5.1

6707445 567964.25 4835023 375.2 375.3 Eramosa River -0.1 0.1

6707972 568032.25 4835003 385.3 375.3 Eramosa River 9.9 9.9

6709973 569326.25 4835431 380.0 376.4 Eramosa River 3.6 3.6

6704703 569064.25 4835593 375.8 376.9 Eramosa River -1.1 1.1

6710251 569830.25 4836618 375.6 377.9 Eramosa River -2.3 2.3

6711069 569750.25 4836827 373.2 378.3 Eramosa River -5.1 5.1

6705140 572014.3125 4834673 393.2 380.0 Eramosa River 13.2 13.2

6704304 572839.3125 4833723 388.9 380.3 Eramosa River 8.6 8.6

6707000 572564.3125 4834123 391.4 380.3 Eramosa River 11.1 11.1

6700583 570872.25 4837603 377.0 381.0 Eramosa River -4.0 4.0

6708805 565713.25 4834888 385.3 381.1 Eramosa River 4.2 4.2

6700581 570659.25 4837765 376.4 382.3 Eramosa River -5.9 5.9

6703450 567864.25 4834943 377.0 382.4 Eramosa River -5.4 5.4

6704287 567814.25 4834923 378.0 382.4 Eramosa River -4.5 4.5

6704787 567914.25 4834773 376.4 382.4 Eramosa River -6.0 6.0

6703200 568724.25 4837273 390.4 382.9 Eramosa River 7.5 7.5

6706680 567364.25 4835123 383.7 383.9 Eramosa River -0.2 0.2

6708659 569131.25 4837848 391.0 384.1 Eramosa River 6.9 6.9

6707146 572264.3125 4834773 388.9 384.1 Eramosa River 4.8 4.8

6708311 573116.3125 4835539 389.1 384.1 Eramosa River 4.9 4.9

6704761 571509.1875 4839130 381.9 385.0 Eramosa River -3.1 3.1

6700516 567896.25 4835076 383.4 385.3 Eramosa River -1.9 1.9

6700520 567901.25 4835076 381.6 385.3 Eramosa River -3.7 3.7

6700523 567860.25 4835146 381.9 385.3 Eramosa River -3.4 3.4

6704058 567894.25 4835023 379.5 385.3 Eramosa River -5.9 5.9

6707170 567914.25 4835123 379.8 385.3 Eramosa River -5.6 5.6

6700574 573148.3125 4835255 387.1 385.5 Eramosa River 1.6 1.6

6700528 566509.25 4836148 384.0 385.6 Eramosa River -1.6 1.6

6700529 566495.25 4836093 391.1 385.6 Eramosa River 5.4 5.4

6700531 565665.25 4836847 388.6 385.9 Eramosa River 2.7 2.7

6706131 573814.3125 4834823 403.3 386.2 Eramosa River 17.1 17.1

Page 15 of 18



6712293 568361.25 4835133 378.0 388.8 Eramosa River -10.7 10.7

6708927 568320.25 4835194 379.0 389.2 Eramosa River -10.3 10.3

6709611 567121.25 4839279 395.4 392.2 Eramosa River 3.3 3.3

6700561 568777.25 4837439 387.7 392.7 Eramosa River -5.0 5.0

6700562 568752.25 4837444 388.0 392.7 Eramosa River -4.7 4.7

6704350 568664.25 4837273 391.1 392.7 Eramosa River -1.7 1.7

6706466 569714.25 4838623 406.6 393.9 Eramosa River 12.7 12.7

6706697 569764.25 4838673 409.7 393.9 Eramosa River 15.8 15.8

6700592 568988.25 4839319 384.0 396.7 Eramosa River -12.7 12.7

6700597 566918.25 4839432 389.2 397.8 Eramosa River -8.6 8.6

6707168 566914.25 4839223 387.1 397.8 Eramosa River -10.7 10.7

6707169 566814.25 4839273 387.1 397.8 Eramosa River -10.7 10.7

6707354 566864.25 4839123 394.4 397.8 Eramosa River -3.4 3.4

6705480 566588.25 4839200 394.4 398.3 Eramosa River -3.9 3.9

6501529 549589.125 4818048 313.9 321.2

Grand River


6506352 550397.125 4821944 325.5 323.8 Grand River 1.7 1.7

6507243 550359.125 4821176 325.5 324.3 Grand River 1.2 1.2

6506043 549521.125 4816646 322.5 324.4 Grand River -1.9 1.9

6501580 548739.125 4815648 321.6 324.5 Grand River -3.0 3.0

6503503 549829.125 4816753 323.1 324.5 Grand River -1.5 1.5

6505005 549564.125 4818473 313.9 325.2 Grand River -11.2 11.2

6504771 549864.125 4817023 323.1 325.2 Grand River -2.1 2.1

6505776 550028.125 4817346 321.9 325.2 Grand River -3.3 3.3

6503504 549884.125 4816783 322.2 325.2 Grand River -3.0 3.0

6505934 549943.125 4816810 320.6 325.2 Grand River -4.6 4.6

6506334 549977.125 4816951 318.8 325.2 Grand River -6.4 6.4

6507244 547099.125 4819343 326.4 325.4 Grand River 1.0 1.0

6501527 549664.125 4819998 321.0 326.4 Grand River -5.4 5.4

6502964 550114.125 4819423 325.5 326.6 Grand River -1.0 1.0

6501526 549364.125 4820048 330.4 326.8 Grand River 3.6 3.6

6506761 549272.125 4820199 328.3 327.0 Grand River 1.3 1.3

6507153 549332.125 4820259 329.5 327.0 Grand River 2.5 2.5

6505181 549464.125 4820523 329.2 327.0 Grand River 2.2 2.2

6503027 549114.125 4820253 330.7 327.2 Grand River 3.5 3.5

6503192 549034.125 4820303 330.7 327.2 Grand River 3.5 3.5

6508099 549099.125 4820261 324.9 327.2 Grand River -2.3 2.3

6508153 550662.125 4818988 328.0 327.4 Grand River 0.7 0.7

6504107 550177.125 4820333 320.0 328.2 Grand River -8.2 8.2

6501563 550189.125 4821718 333.5 328.5 Grand River 5.0 5.0

6501520 549114.125 4820423 332.2 328.5 Grand River 3.8 3.8

6507659 549193.125 4820384 329.1 328.5 Grand River 0.6 0.6

6507804 549228.125 4820426 325.4 328.5 Grand River -3.1 3.1

6501565 550839.125 4822673 327.1 328.6 Grand River -1.5 1.5

6504885 548314.125 4819573 324.6 329.3 Grand River -4.6 4.6

6705714 550914.125 4822343 331.3 329.4 Grand River 1.9 1.9

6504796 549164.125 4820523 338.3 330.4 Grand River 8.0 8.0

6501524 548789.125 4820198 333.8 330.7 Grand River 3.1 3.1

6504756 548614.125 4819973 331.6 331.0 Grand River 0.6 0.6

6504758 548664.125 4820023 331.3 331.0 Grand River 0.3 0.3

6506686 549431.125 4821186 329.5 331.5 Grand River -2.0 2.0

6502957 550614.125 4823123 326.4 331.6 Grand River -5.2 5.2

6503595 548089.125 4819823 342.9 332.1 Grand River 10.8 10.8

6504097 548034.125 4819773 343.5 332.1 Grand River 11.4 11.4

6501516 547064.125 4820273 338.9 332.2 Grand River 6.7 6.7

6503194 547094.125 4820273 335.3 332.2 Grand River 3.1 3.1

6704483 551139.125 4822073 327.7 332.4 Grand River -4.7 4.7

6501521 548864.125 4820703 340.8 332.9 Grand River 7.9 7.9

6501522 548839.125 4820723 330.7 332.9 Grand River -2.2 2.2

6502965 548764.125 4820593 342.0 333.0 Grand River 9.0 9.0

6503029 550364.125 4822623 333.8 333.1 Grand River 0.6 0.6

6504476 551024.125 4823953 329.5 333.3 Grand River -3.8 3.8

6705696 551194.125 4820743 328.3 334.1 Grand River -5.8 5.8

6501519 548814.125 4820723 337.7 334.7 Grand River 3.0 3.0

6501523 548739.125 4820683 340.8 334.7 Grand River 6.0 6.0

6503028 548714.125 4820693 339.9 334.7 Grand River 5.1 5.1

6503599 546914.125 4821073 333.8 335.1 Grand River -1.4 1.4

6706592 554614.1875 4824023 331.0 335.3 Grand River -4.3 4.3

6712108 553804.125 4823601 336.5 335.6 Grand River 0.8 0.8

6701324 554748.1875 4824372 338.9 336.2 Grand River 2.8 2.8

6703993 554809.1875 4824423 337.4 336.2 Grand River 1.2 1.2

6705675 554854.1875 4824423 332.8 336.2 Grand River -3.3 3.3

6704299 555014.1875 4824523 340.8 336.5 Grand River 4.3 4.3

Page 16 of 18



6709508 554991.1875 4824516 335.8 336.5 Grand River -0.7 0.7

6701355 553819.125 4823358 339.2 336.6 Grand River 2.6 2.6

6501517 546814.125 4821673 333.8 336.7 Grand River -2.9 2.9

6701325 554967.1875 4824580 338.6 336.7 Grand River 2.0 2.0

6709284 554874.1875 4824571 330.1 336.7 Grand River -6.6 6.6

6701362 551793.125 4824424 331.0 336.9 Grand River -5.9 5.9

6703329 555094.1875 4824623 336.8 336.9 Grand River -0.1 0.1

6704833 555048.1875 4824552 332.8 336.9 Grand River -4.0 4.0

6708771 555070.1875 4824533 334.5 336.9 Grand River -2.4 2.4

6711188 555041.1875 4823674 336.9 337.0 Grand River -0.1 0.1

6507741 546085.125 4824029 334.6 337.1 Grand River -2.5 2.5

6503055 545914.125 4822693 334.1 337.2 Grand River -3.1 3.1

6704994 555015.1875 4824585 335.3 337.2 Grand River -2.0 2.0

6705490 552953.125 4823044 337.7 337.3 Grand River 0.5 0.5

6504250 548158.125 4822912 338.9 337.5 Grand River 1.4 1.4

6502562 546464.125 4823933 338.9 337.6 Grand River 1.4 1.4

6707060 555564.1875 4823473 337.1 337.6 Grand River -0.5 0.5

6712378 553857.125 4823015 336.3 337.6 Grand River -1.3 1.3

6503351 548554.125 4821423 339.5 338.2 Grand River 1.4 1.4

6504839 548964.125 4822323 338.6 338.2 Grand River 0.4 0.4

6503197 550274.125 4823563 326.1 338.2 Grand River -12.1 12.1

6501566 550314.125 4823798 335.3 338.4 Grand River -3.1 3.1

6503618 550364.125 4823523 338.3 338.4 Grand River 0.0 0.0

6706972 551464.125 4824573 333.8 338.6 Grand River -4.8 4.8

6502564 546789.125 4822208 331.6 339.2 Grand River -7.6 7.6

6706860 553934.1875 4825183 341.7 339.3 Grand River 2.4 2.4

6502858 546339.125 4824673 334.4 339.3 Grand River -4.9 4.9

6504449 548614.125 4822973 337.1 339.7 Grand River -2.6 2.6

6705489 551617.125 4824739 343.8 339.8 Grand River 4.0 4.0

6508065 547174.125 4822202 336.5 340.4 Grand River -3.9 3.9

6504523 547014.125 4825143 343.2 341.2 Grand River 2.0 2.0

6704963 551283.125 4824962 342.9 342.7 Grand River 0.2 0.2

6707011 551314.125 4824923 344.7 342.7 Grand River 2.0 2.0

6702207 551055.125 4824781 336.8 344.3 Grand River -7.5 7.5

6708263 551082.125 4824997 344.3 344.3 Grand River 0.1 0.1

6707435 551154.125 4825043 341.4 345.1 Grand River -3.7 3.7

6707506 551154.125 4825183 340.5 345.1 Grand River -4.6 4.6

6707507 551154.125 4825183 340.8 345.1 Grand River -4.3 4.3

6708015 551074.125 4825183 326.1 345.1 Grand River -18.9 18.9

6708453 551150.125 4825173 347.3 345.1 Grand River 2.3 2.3

6702209 547539.125 4826874 341.4 345.4 Grand River -4.1 4.1

6702205 550456.125 4824996 341.4 345.6 Grand River -4.2 4.2

6703143 551264.125 4825223 345.3 346.0 Grand River -0.6 0.6

6708108 551254.125 4825343 340.8 346.0 Grand River -5.2 5.2

6708204 551254.125 4825343 342.9 346.0 Grand River -3.1 3.1

6708379 551274.125 4825383 344.4 346.0 Grand River -1.5 1.5

6708410 548738.125 4824728 344.3 346.5 Grand River -2.2 2.2

6701336 552949.1875 4826188 350.5 347.0 Grand River 3.5 3.5

6709924 549952.125 4824977 343.3 348.5 Grand River -5.2 5.2

6703972 550184.125 4825933 349.9 348.7 Grand River 1.2 1.2

6709196 551033.125 4825716 347.9 348.7 Grand River -0.8 0.8

6712028 551242.125 4825660 350.6 348.7 Grand River 1.8 1.8

6708919 552266.1875 4826328 349.9 349.3 Grand River 0.5 0.5

6705101 551734.125 4825683 349.3 349.4 Grand River -0.1 0.1

6704298 549084.125 4825193 343.8 349.7 Grand River -5.9 5.9

6706634 549014.125 4825323 348.1 349.7 Grand River -1.6 1.6

6708977 553112.1875 4827313 354.3 350.0 Grand River 4.3 4.3

6709474 553153.1875 4827270 354.3 350.0 Grand River 4.3 4.3

6705446 549514.125 4827623 356.0 350.7 Grand River 5.3 5.3

6708690 553384.1875 4827511 354.3 351.2 Grand River 3.0 3.0

6708756 553285.1875 4827453 353.3 351.2 Grand River 2.1 2.1

6708757 553306.1875 4827424 354.6 351.2 Grand River 3.4 3.4

6702163 553015.1875 4827486 353.3 351.6 Grand River 1.7 1.7

6702164 553064.1875 4827440 355.4 351.6 Grand River 3.8 3.8

6704415 552964.1875 4827493 354.8 351.6 Grand River 3.2 3.2

6704811 553024.1875 4827473 350.5 351.6 Grand River -1.1 1.1

6706555 553064.1875 4827423 355.7 351.6 Grand River 4.1 4.1

6710297 553012.1875 4827405 354.3 351.6 Grand River 2.7 2.7

6709856 548903.1875 4829748 348.8 351.6 Grand River -2.9 2.9

6710436 552016.1875 4828554 351.0 351.9 Grand River -0.9 0.9

6703916 553464.1875 4827603 354.5 352.0 Grand River 2.5 2.5

6704266 553404.1875 4827523 350.8 352.0 Grand River -1.2 1.2

6704680 553514.1875 4827673 353.6 352.0 Grand River 1.5 1.5

Page 17 of 18



6706566 553514.1875 4827673 352.0 352.0 Grand River 0.0 0.0

6708289 551889.1875 4827002 349.3 352.4 Grand River -3.1 3.1

6710703 552237.1875 4828619 352.0 352.5 Grand River -0.5 0.5

6710908 552204.1875 4828580 352.6 352.5 Grand River 0.1 0.1

6704605 553594.1875 4827773 354.5 352.7 Grand River 1.8 1.8

6704676 553639.1875 4827693 352.0 352.7 Grand River -0.7 0.7

6707663 553594.1875 4827703 352.0 352.7 Grand River -0.7 0.7

6703427 549524.125 4827323 355.1 352.8 Grand River 2.3 2.3

6709130 548873.125 4826326 350.0 353.3 Grand River -3.3 3.3

6705974 553864.1875 4828073 351.4 354.3 Grand River -2.8 2.8

6709923 553892.1875 4828015 355.8 354.3 Grand River 1.5 1.5

6710435 552131.1875 4828872 353.8 355.7 Grand River -1.9 1.9

6710437 552279.1875 4828837 357.9 355.7 Grand River 2.1 2.1

6710621 552294.1875 4828794 356.9 355.7 Grand River 1.1 1.1

6711133 552177.1875 4828849 356.2 355.7 Grand River 0.5 0.5

6711311 552253.1875 4828881 357.8 355.7 Grand River 2.0 2.0

6706200 552364.1875 4827923 349.0 356.5 Grand River -7.5 7.5

6708691 551405.1875 4828981 352.9 356.7 Grand River -3.8 3.8

6708692 551453.1875 4828951 352.0 356.7 Grand River -4.6 4.6

6711302 551686.1875 4828608 349.1 357.0 Grand River -7.9 7.9

6710622 552334.1875 4828833 357.9 357.7 Grand River 0.1 0.1

6708043 553554.1875 4828663 358.1 359.4 Grand River -1.3 1.3

6701821 552933.1875 4829330 369.1 361.3 Grand River 7.8 7.8

6703124 551764.1875 4830373 371.6 363.3 Grand River 8.3 8.3

6703458 551794.1875 4830363 368.2 363.3 Grand River 4.9 4.9

6703861 551864.1875 4830323 370.3 363.3 Grand River 7.1 7.1

6708847 553442.1875 4832837 370.0 371.7 Grand River -1.7 1.7

6706475 553714.1875 4833823 388.6 374.1 Grand River 14.5 14.5

6703581 554004.1875 4834153 388.6 375.0 Grand River 13.6 13.6

6708672 553925.1875 4833995 382.9 375.0 Grand River 7.8 7.8

6710730 553812.1875 4834073 381.8 375.0 Grand River 6.8 6.8

6703991 553964.1875 4834203 391.4 375.5 Grand River 15.9 15.9

Page 18 of 18


Appendix G-2

Regional Water Level Data

for Deep Groundwater Zone

(22-522 AppG August 2003)

Deep Groundwater Zone

MOE ID EASTING NORTHING Observed HeadModelled Head Groundwater Shed Error/Residual Absolute Error Outlier

6703649 558414 4818273 328.3 300.0

Speed River

Groundwater-Shed 28.3 28.3 Outlier

6507605 553998 4809746 298.6 301.1 Speed River -2.5 2.5

6506341 557052 4810643 296.3 301.2 Speed River -5.0 5.0

6506402 557118 4810684 292.6 301.2 Speed River -8.6 8.6

6507714 556152 4808242 292.0 301.3 Speed River -9.3 9.3

6506719 553663 4809544 295.7 301.5 Speed River -5.9 5.9

6507948 556156 4808466 295.8 302.8 Speed River -6.9 6.9

6703138 557714 4808923 301.8 303.4 Speed River -1.6 1.6

6710332 559661 4819444 312.7 303.8 Speed River 8.8 8.8

6500157 555854 4808703 282.2 304.1 Speed River -21.8 21.8 Outlier

6505216 555204 4811432 302.7 304.2 Speed River -1.5 1.5

6703160 560464 4817873 307.2 305.7 Speed River 1.5 1.5

6700891 560481 4819595 317.0 305.8 Speed River 11.2 11.2

6701477 560720 4818927 303.9 305.9 Speed River -2.1 2.1


6702296 558782 4810045 299.6 306.3 Speed River -6.7 6.7

6701475 560840 4818721 307.8 306.8 Speed River 1.0 1.0

6702383 560426 4815915 300.2 307.0 Speed River -6.8 6.8

6700874 560345 4820230 304.2 307.1 Speed River -2.9 2.9

6501548 554314 4811998 303.6 307.1 Speed River -3.5 3.5

6707204 557454 4812683 300.2 307.4 Speed River -7.2 7.2

6700935 561096 4818426 312.4 308.0 Speed River 4.4 4.4

6701474 561166 4818484 309.4 308.0 Speed River 1.4 1.4

6704742 558259 4812099 306.6 308.3 Speed River -1.7 1.7

6505024 553474 4811903 300.2 309.1 Speed River -8.9 8.9

6711233 558030 4814444 296.5 309.2 Speed River -12.7 12.7

6700855 560438 4823275 318.8 310.1 Speed River 8.7 8.7

6706882 558814 4812243 310.9 310.9 Speed River 0.0 0.0

6501545 552869 4812148 305.4 311.2 Speed River -5.8 5.8

6703780 556264 4813803 299.9 312.3 Speed River -12.4 12.4

6705580 558454 4816283 312.4 312.4 Speed River 0.0 0.0

6711255 559657 4814716 312.7 312.7 Speed River -0.1 0.1

6705805 557394 4814923 300.5 313.3 Speed River -12.8 12.8

6702384 560673 4814888 313.3 313.3 Speed River 0.0 0.0

6700991 556794 4814670 312.7 313.5 Speed River -0.8 0.8

6706563 556174 4814423 313.3 314.0 Speed River -0.7 0.7

6504971 553194 4814243 324.6 314.2 Speed River 10.4 10.4

6708178 557790 4815572 307.6 314.3 Speed River -6.7 6.7

6505668 552455 4813724 304.2 315.3 Speed River -11.1 11.1

6712443 562151 4827858 344.4 315.9 Speed River 28.5 28.5 Outlier

6712444 562170 4827851 342.9 315.9 Speed River 27.0 27.0 Outlier

6709381 561012 4814713 318.4 316.2 Speed River 2.2 2.2

6708668 557211 4815602 314.5 316.6 Speed River -2.0 2.0

6703673 560414 4813653 318.5 316.6 Speed River 1.9 1.9

6711935 560386 4813638 315.8 316.6 Speed River -0.8 0.8


6707900 561044 4822355 313.1 316.9 Speed River -3.8 3.8

6710923 560601 4813308 314.3 317.3 Speed River -3.0 3.0

6704044 560732 4812793 310.9 317.9 Speed River -7.1 7.1

6706556 560834 4812763 315.2 317.9 Speed River -2.8 2.8

6711245 560786 4812872 297.5 317.9 Speed River -20.4 20.4

6703590 560804 4812643 313.3 318.3 Speed River -5.0 5.0

6704629 560956 4812703 316.4 318.3 Speed River -1.9 1.9

6702385 561599 4815233 318.2 318.4 Speed River -0.2 0.2

6704072 561134 4812783 319.7 318.6 Speed River 1.2 1.2

6504326 551234 4814863 318.8 318.6 Speed River 0.2 0.2

6503506 552214 4815873 313.9 318.9 Speed River -5.0 5.0

6702346 561204 4812424 318.5 319.0 Speed River -0.5 0.5

6706344 561374 4812843 323.7 319.2 Speed River 4.5 4.5

6709103 561313 4812744 315.6 319.2 Speed River -3.7 3.7

6712477 561382 4812835 314.3 319.2 Speed River -4.9 4.9

6507044 551739 4815429 321.3 319.5 Speed River 1.7 1.7

6708667 553235 4816963 324.4 319.8 Speed River 4.6 4.6

6709387 561698 4812783 320.5 319.9 Speed River 0.6 0.6

6702361 561651 4813108 315.5 320.0 Speed River -4.5 4.5

6708121 561623 4813124 318.8 320.0 Speed River -1.2 1.2

6705971 561623 4813258 325.8 320.0 Speed River 5.8 5.8

6501535 551114 4815123 311.8 320.6 Speed River -8.8 8.8

6710194 558041 4825847 326.7 320.6 Speed River 6.1 6.1

Page 1 of 8



6702348 561804 4812775 319.4 320.6 Speed River -1.2 1.2

6703347 561994 4813073 323.1 320.8 Speed River 2.3 2.3

6702362 561899 4814118 324.6 321.0 Speed River 3.6 3.6

6707714 556454 4816963 320.0 321.2 Speed River -1.1 1.1

6703448 562064 4814073 324.6 321.6 Speed River 3.0 3.0

6501571 550214 4814478 317.0 321.7 Speed River -4.7 4.7

6702363 562130 4814101 326.7 322.1 Speed River 4.6 4.6

6701426 563213 4820200 316.4 322.1 Speed River -5.8 5.8

6706117 556534 4818123 326.7 323.1 Speed River 3.6 3.6

6702367 562619 4814045 313.9 323.7 Speed River -9.7 9.7

6700894 561250 4824185 332.2 323.8 Speed River 8.5 8.5

6711954 562705 4813809 321.2 324.1 Speed River -3.0 3.0

6504298 550944 4817113 320.0 324.5 Speed River -4.5 4.5

6503501 550514 4816873 318.2 324.7 Speed River -6.5 6.5

6704421 563154 4814143 306.3 325.3 Speed River -18.9 18.9

6702465 563492 4815976 319.7 325.6 Speed River -5.9 5.9

6700983 553343 4819842 322.5 326.7 Speed River -4.2 4.2

6703079 560914 4825673 339.9 327.8 Speed River 12.1 12.1

6701000 551853 4818645 324.6 327.9 Speed River -3.3 3.3

6701256 557969 4825552 331.6 328.2 Speed River 3.4 3.4

6705801 558074 4825483 333.5 328.2 Speed River 5.3 5.3

6702593 564854 4818418 330.1 328.2 Speed River 1.9 1.9

6701166 560999 4825678 335.6 328.9 Speed River 6.7 6.7

6700902 557996 4825391 319.4 329.3 Speed River -9.9 9.9

6701253 557986 4825351 324.3 329.3 Speed River -5.0 5.0

6701254 557867 4825463 330.7 329.3 Speed River 1.4 1.4

6704155 557979 4825453 328.6 329.3 Speed River -0.8 0.8

6702612 564945 4818348 324.6 329.8 Speed River -5.2 5.2

6702591 564855 4818385 327.1 329.9 Speed River -2.8 2.8

6704083 557449 4821833 334.4 330.3 Speed River 4.0 4.0

6702599 564878 4818257 326.7 330.4 Speed River -3.7 3.7

6702600 564967 4818277 326.1 330.4 Speed River -4.3 4.3

6702602 564886 4818325 329.8 330.4 Speed River -0.6 0.6

6702616 564897 4818168 320.0 330.4 Speed River -10.4 10.4

6702617 564916 4818311 328.6 330.4 Speed River -1.8 1.8

6702622 564936 4818296 332.2 330.4 Speed River 1.8 1.8

6701257 557811 4825429 335.3 330.7 Speed River 4.5 4.5

6707574 552814 4820583 323.7 330.9 Speed River -7.2 7.2

6700921 565033 4818167 324.3 331.1 Speed River -6.8 6.8

6701251 557978 4825206 327.7 331.1 Speed River -3.5 3.5

6700956 555038 4821085 338.0 332.1 Speed River 5.9 5.9

6710944 557702 4825129 333.9 332.4 Speed River 1.6 1.6

6706564 557574 4825283 326.1 332.6 Speed River -6.5 6.5

6707902 557636 4825374 333.5 332.6 Speed River 0.9 0.9

6706783 551914 4821323 327.7 332.8 Speed River -5.2 5.2

6700892 557487 4822638 342.0 332.9 Speed River 9.1 9.1

6708442 557453 4825446 334.6 333.3 Speed River 1.3 1.3

6709870 557513 4825440 337.6 333.3 Speed River 4.4 4.4

6703771 551994 4821553 333.1 333.3 Speed River -0.2 0.2

6703429 566614 4817923 330.7 334.7 Speed River -4.0 4.0

6700883 557119 4823221 337.7 334.9 Speed River 2.8 2.8

6705001 554114 4822143 335.3 335.8 Speed River -0.5 0.5

6700957 553611 4822267 333.1 335.9 Speed River -2.7 2.7

6703877 561084 4826713 336.8 337.2 Speed River -0.4 0.4

6705391 561714 4827283 342.3 338.3 Speed River 4.0 4.0

6701215 558181 4826929 350.5 338.4 Speed River 12.1 12.1

6704804 561464 4826936 339.2 339.1 Speed River 0.1 0.1

6704093 557914 4826788 349.0 339.2 Speed River 9.8 9.8

6701207 561476 4827110 332.2 339.5 Speed River -7.3 7.3

6705394 557834 4827083 346.6 341.5 Speed River 5.0 5.0

6707918 560534 4828243 351.7 342.3 Speed River 9.5 9.5

6706707 563314 4827423 341.1 343.0 Speed River -1.9 1.9


6700158 562876 4828246 349.0 343.6 Speed River 5.3 5.3

6700157 563065 4828083 347.5 343.7 Speed River 3.8 3.8

6706780 560314 4828523 350.5 343.8 Speed River 6.7 6.7

6706781 560214 4828423 347.8 344.8 Speed River 3.0 3.0


6706375 562414 4828823 327.1 346.6 Speed River -19.6 19.6

6707497 555554 4827063 330.7 346.7 Speed River -16.0 16.0

Page 2 of 8



6701218 559869 4828323 353.6 346.9 Speed River 6.6 6.6

6711089 561213 4829506 353.5 351.3 Speed River 2.2 2.2

6707402 557654 4829083 350.5 355.1 Speed River -4.6 4.6

6710501 562943 4830148 365.0 356.1 Speed River 8.9 8.9

6706423 561914 4830923 353.9 356.2 Speed River -2.3 2.3

6700164 561769 4830983 349.6 356.4 Speed River -6.8 6.8

6707597 561434 4831290 360.8 357.3 Speed River 3.4 3.4

6708257 554652 4828811 360.6 357.7 Speed River 2.9 2.9

6705653 561614 4831473 359.7 357.9 Speed River 1.8 1.8

6706116 558714 4831923 359.1 360.8 Speed River -1.7 1.7

6708500 557413 4831671 376.4 363.5 Speed River 12.9 12.9

6706763 560214 4833173 356.6 364.9 Speed River -8.2 8.2

6704124 557489 4832698 362.7 366.3 Speed River -3.6 3.6

6706340 557464 4833173 360.9 366.4 Speed River -5.5 5.5

6704219 554694 4831823 364.5 366.7 Speed River -2.1 2.1

6705576 554764 4831973 368.5 366.9 Speed River 1.6 1.6

6706648 555214 4832423 379.5 367.9 Speed River 11.6 11.6

6700288 561165 4833880 359.7 368.1 Speed River -8.4 8.4

6705635 562464 4834023 364.8 368.3 Speed River -3.4 3.4

6705068 555558 4832636 374.9 368.6 Speed River 6.3 6.3

6705673 555464 4832673 357.2 368.6 Speed River -11.4 11.4

6707122 555564 4832623 371.9 368.6 Speed River 3.3 3.3

6708482 555511 4832691 373.3 368.6 Speed River 4.7 4.7

6707470 564114 4832773 361.8 368.9 Speed River -7.1 7.1

6706413 560564 4834423 365.5 369.1 Speed River -3.6 3.6

6706553 555964 4833023 378.9 369.5 Speed River 9.3 9.3

6708199 555885 4832996 378.6 369.5 Speed River 9.0 9.0

6708302 555856 4833004 377.3 369.5 Speed River 7.8 7.8

6708260 556270 4833065 373.6 369.7 Speed River 3.9 3.9

6704978 556150 4833412 377.6 369.9 Speed River 7.8 7.8

6705457 556417 4833364 376.1 369.9 Speed River 6.2 6.2

6701818 556438 4833637 377.0 370.0 Speed River 7.0 7.0

6706034 556464 4833523 374.0 370.0 Speed River 4.0 4.0

6706015 556514 4833723 373.1 370.1 Speed River 3.0 3.0

6708499 556775 4833977 371.8 370.1 Speed River 1.7 1.7

6705963 554564 4832923 380.1 370.2 Speed River 9.8 9.8

6709279 557614 4834263 379.7 371.4 Speed River 8.3 8.3

6711267 559455 4835293 375.3 372.8 Speed River 2.5 2.5

6705791 555222 4835406 387.1 377.5 Speed River 9.6 9.6

6704620 560711 4836079 382.8 378.8 Speed River 4.0 4.0


6705621 563614 4835323 375.8 379.5 Speed River -3.6 3.6

6705484 561964 4835823 376.7 379.8 Speed River -3.0 3.0

6711414 563091 4835745 376.6 380.7 Speed River -4.1 4.1

6703062 562664 4835923 381.0 380.7 Speed River 0.3 0.3

6703694 562714 4835863 383.7 380.7 Speed River 3.0 3.0

6706542 561614 4837073 386.5 384.0 Speed River 2.5 2.5

6700497 563903 4836884 376.4 384.5 Speed River -8.1 8.1

6705270 562214 4838173 384.0 386.9 Speed River -2.9 2.9

6706446 557614 4837123 386.5 387.7 Speed River -1.2 1.2

6707056 561464 4838073 391.1 391.1 Speed River 0.0 0.0

6706811 561514 4838173 392.6 391.4 Speed River 1.2 1.2

6707057 561514 4838173 391.1 391.4 Speed River -0.3 0.3

6700532 565265 4838341 396.2 392.8 Speed River 3.4 3.4

6700533 565134 4838364 390.1 392.8 Speed River -2.7 2.7

6707554 564714 4838823 394.7 394.1 Speed River 0.7 0.7

6700536 564434 4839273 397.2 395.1 Speed River 2.0 2.0

6704724 560126 4838468 388.6 395.2 Speed River -6.5 6.5

6707247 562364 4839823 399.6 395.5 Speed River 4.1 4.1

6706777 560264 4838673 396.8 395.5 Speed River 1.3 1.3

6703067 564664 4839433 394.7 396.0 Speed River -1.3 1.3

6711088 564691 4839556 393.5 396.4 Speed River -2.9 2.9

6703066 564444 4839873 395.6 396.8 Speed River -1.2 1.2

6704956 564091 4840071 392.9 396.8 Speed River -4.0 4.0

6711491 555824 4838008 401.7 396.9 Speed River 4.8 4.8

6705584 558747 4838393 391.7 397.2 Speed River -5.5 5.5

6709701 565434 4840770 396.5 398.2 Speed River -1.7 1.7

6710231 565444 4840741 398.7 398.2 Speed River 0.5 0.5

6706824 556514 4838373 400.8 398.3 Speed River 2.5 2.5

6703363 566914 4841623 396.5 398.7 Speed River -2.2 2.2

Page 3 of 8



6704712 566924 4841223 399.3 398.7 Speed River 0.6 0.6

6707605 566914 4841273 397.8 398.7 Speed River -0.9 0.9

6709060 566807 4841320 395.6 398.7 Speed River -3.1 3.1

6703065 559794 4838813 398.1 400.3 Speed River -2.2 2.2

6705212 558914 4839473 399.6 400.3 Speed River -0.7 0.7

6706159 559864 4838573 396.2 400.3 Speed River -4.0 4.0

6705410 560054 4839358 397.8 401.0 Speed River -3.3 3.3

6700598 565700 4842172 396.2 401.3 Speed River -5.0 5.0

6707776 564414 4841273 396.8 402.2 Speed River -5.3 5.3

6700501 560746 4840949 410.3 403.0 Speed River 7.2 7.2

6708138 557312 4839865 403.4 403.4 Speed River 0.0 0.0

6706497 555714 4838773 403.3 404.1 Speed River -0.9 0.9

6704805 557407 4840096 406.3 404.3 Speed River 2.0 2.0

6707808 561164 4841223 400.5 404.3 Speed River -3.8 3.8

6705174 555264 4839873 411.8 404.9 Speed River 6.8 6.8

6704160 565814 4842823 406.9 405.4 Speed River 1.6 1.6

6708464 565618 4842601 410.1 405.4 Speed River 4.8 4.8

6708467 565312 4842527 390.3 405.4 Speed River -15.0 15.0

6706498 556414 4839773 407.2 407.0 Speed River 0.2 0.2

6706056 561764 4842373 409.3 407.3 Speed River 2.1 2.1

6705817 557164 4841873 417.0 412.3 Speed River 4.6 4.6

6707770 562914 4843573 419.1 412.5 Speed River 6.6 6.6

6710545 562704 4843191 415.4 412.5 Speed River 2.9 2.9

6704403 557554 4842373 417.9 414.8 Speed River 3.1 3.1

6700539 560314 4843223 397.8 417.3 Speed River -19.6 19.6

6703277 557824 4842883 417.6 417.6 Speed River -0.1 0.1

6705807 558434 4842223 413.0 417.6 Speed River -4.6 4.6

6706492 558064 4842823 420.6 418.8 Speed River 1.9 1.9

6700538 561424 4842673 422.1 420.0 Speed River 2.1 2.1

6704169 561464 4842853 416.1 420.0 Speed River -3.9 3.9

6704937 562529 4843491 411.5 420.0 Speed River -8.5 8.5

6705030 563864 4844023 422.1 420.0 Speed River 2.1 2.1

6705593 563734 4843493 424.6 420.0 Speed River 4.6 4.6

6706088 562364 4843523 415.4 420.0 Speed River -4.6 4.6

6706320 558464 4843663 418.5 420.0 Speed River -1.5 1.5

6706706 558064 4843123 417.6 420.0 Speed River -2.4 2.4

6706919 561714 4842473 408.4 420.0 Speed River -11.6 11.6

6707769 564014 4844223 423.7 420.0 Speed River 3.7 3.7

6707828 563614 4844373 417.6 420.0 Speed River -2.4 2.4

6709108 559189 4843967 423.3 420.0 Speed River 3.3 3.3

6710518 558888 4842767 413.3 420.0 Speed River -6.7 6.7

6710808 562237 4843954 426.2 420.0 Speed River 6.2 6.2

6711615 561741 4843997 422.4 420.0 Speed River 2.4 2.4

2804476 573082 4826077 341.4 340.1 Blue Springs Creek 1.3 1.3

2804811 571517 4821494 328.0 340.7 Blue Springs Creek -12.7 12.7

2806369 572982 4827412.5 323.8 341.2 Blue Springs Creek -17.4 17.4

2804901 573314 4827273 313.9 341.5 Blue Springs Creek -27.6 27.6 Outlier
























Page 4 of 8







6708591 564950 4822022 312.0 316.2

Eramosa River


6704530 563294 4821043 312.4 318.1 Eramosa River -5.6 5.6

2806926 568826 4822747 328.5 318.6 Eramosa River 9.9 9.9

2805787 568814 4822623 321.6 318.8 Eramosa River 2.7 2.7

6701083 562719 4823677 306.0 319.8 Eramosa River -13.8 13.8

6704030 562914 4823633 330.7 319.8 Eramosa River 10.9 10.9

2801743 569055 4823065 318.2 320.0 Eramosa River -1.8 1.8

2804825 569205 4822990 322.5 321.2 Eramosa River 1.3 1.3

6710077 567352 4821120 322.5 322.2 Eramosa River 0.3 0.3

2804913 569121 4823490 332.2 322.8 Eramosa River 9.5 9.5

2803488 569244 4823153 321.9 323.2 Eramosa River -1.3 1.3

2807249 569365 4823739 322.0 324.5 Eramosa River -2.5 2.5

2808243 569272 4823663.5 322.1 324.5 Eramosa River -2.4 2.4

2804914 569364 4823579 324.6 324.9 Eramosa River -0.3 0.3

6703824 568814 4825483 315.5 325.0 Eramosa River -9.6 9.6

6705047 568834 4825483 318.2 325.0 Eramosa River -6.8 6.8

2802866 569614 4823703 326.1 326.7 Eramosa River -0.6 0.6

6710656 567834 4825202 320.9 327.5 Eramosa River -6.5 6.5

6701108 563479 4824658 315.5 327.5 Eramosa River -12.0 12.0

6709298 567779 4825452 339.6 328.3 Eramosa River 11.3 11.3

6705874 566987 4820634 336.5 329.0 Eramosa River 7.5 7.5

6710504 567413 4820611 318.3 329.7 Eramosa River -11.4 11.4

6703975 568734 4820423 342.0 330.6 Eramosa River 11.4 11.4

6705098 569259 4820699 344.1 331.2 Eramosa River 12.9 12.9

6703490 564994 4824813 326.7 331.2 Eramosa River -4.5 4.5

6702777 569461 4820999 332.2 331.3 Eramosa River 1.0 1.0

6702781 569490 4821085 336.8 331.3 Eramosa River 5.5 5.5

6705163 569084 4820500 335.9 331.3 Eramosa River 4.6 4.6

6709267 568753 4820313 339.6 331.6 Eramosa River 8.0 8.0

6703422 568664 4820123 333.8 331.9 Eramosa River 1.8 1.8

6710962 568207 4819978 337.5 332.0 Eramosa River 5.5 5.5

6710767 569098 4820314 339.9 332.4 Eramosa River 7.5 7.5

6702776 568245 4819835 341.4 332.6 Eramosa River 8.8 8.8

6707636 566234 4819543 327.4 332.7 Eramosa River -5.3 5.3

6712202 568480 4819807 339.8 332.7 Eramosa River 7.1 7.1

6709456 567367 4828050 320.3 333.2 Eramosa River -13.0 13.0

6702786 568529 4819689 341.4 333.3 Eramosa River 8.1 8.1

6703392 568464 4819653 336.8 333.3 Eramosa River 3.5 3.5

6706222 567174 4826603 337.7 333.4 Eramosa River 4.4 4.4

6705376 568584 4819597 338.0 333.8 Eramosa River 4.2 4.2

6709162 568716 4819551 334.0 333.8 Eramosa River 0.2 0.2

6710112 568776 4819530 336.3 333.8 Eramosa River 2.5 2.5

6706319 568514 4819363 335.3 334.0 Eramosa River 1.3 1.3

6710195 568845 4819418 330.4 334.3 Eramosa River -3.9 3.9

6711514 568961 4819416 335.2 334.3 Eramosa River 0.9 0.9

6700938 566822 4818096 334.4 334.9 Eramosa River -0.6 0.6

6706936 567114 4827883 320.3 335.2 Eramosa River -14.9 14.9

6709948 569261 4819031 324.3 335.4 Eramosa River -11.1 11.1

6706704 565764 4825373 330.7 336.2 Eramosa River -5.5 5.5

6706538 562914 4825723 343.5 336.4 Eramosa River 7.1 7.1

2803843 570079 4826398 340.8 336.6 Eramosa River 4.1 4.1

6708325 563238 4825732 341.6 336.7 Eramosa River 4.9 4.9

6700350 568608 4828794 322.8 337.1 Eramosa River -14.3 14.3

6701111 564470 4826174 336.8 337.9 Eramosa River -1.1 1.1

6706782 567834 4828923 331.6 338.0 Eramosa River -6.4 6.4

6705533 564914 4826173 348.1 339.9 Eramosa River 8.2 8.2

6708964 564704 4826609 338.7 340.3 Eramosa River -1.6 1.6

2804160 570864 4827223 350.2 344.6 Eramosa River 5.6 5.6

6706314 568785 4830026 356.6 345.0 Eramosa River 11.6 11.6

6700316 569454 4829399 331.6 345.6 Eramosa River -14.0 14.0

6705964 565464 4829323 321.6 347.0 Eramosa River -25.4 25.4 Outlier

6706657 565764 4829673 344.4 348.9 Eramosa River -4.5 4.5

6700270 564821 4830295 338.9 353.2 Eramosa River -14.2 14.2

6704384 566564 4830303 351.4 353.2 Eramosa River -1.8 1.8

6705924 566264 4830673 345.9 353.5 Eramosa River -7.5 7.5

Page 5 of 8



6706343 566564 4830473 347.5 353.6 Eramosa River -6.1 6.1

6700384 567914 4830933 359.7 355.7 Eramosa River 4.0 4.0

6708494 569018 4831248 364.2 355.8 Eramosa River 8.4 8.4

6703862 564594 4830473 356.6 355.9 Eramosa River 0.8 0.8

6705040 564520 4830556 351.7 355.9 Eramosa River -4.1 4.1

6700470 567979 4831146 366.7 356.3 Eramosa River 10.4 10.4

6706762 571014 4829823 352.0 357.7 Eramosa River -5.7 5.7

6710514 570674 4830269 358.8 358.3 Eramosa River 0.4 0.4

6700472 567495 4831607 366.4 361.5 Eramosa River 4.8 4.8

6707999 570364 4831573 359.7 363.2 Eramosa River -3.6 3.6

6705607 569664 4833123 380.4 368.3 Eramosa River 12.1 12.1

6710899 569321 4833315 384.1 368.7 Eramosa River 15.4 15.4

6700508 569798 4833240 381.0 370.6 Eramosa River 10.4 10.4

6712146 569360 4833744 386.5 371.5 Eramosa River 15.1 15.1

6705681 568064 4834823 373.1 374.5 Eramosa River -1.4 1.4

6708426 569682 4834862 370.7 374.9 Eramosa River -4.2 4.2

6705460 571714 4833323 381.6 375.8 Eramosa River 5.8 5.8

6703918 566434 4834313 380.4 377.0 Eramosa River 3.4 3.4

6705934 572064 4834523 389.2 380.1 Eramosa River 9.2 9.2

6700575 572234 4834483 388.6 380.1 Eramosa River 8.5 8.5

6709704 572155 4834241 389.2 380.1 Eramosa River 9.1 9.1

6700579 570550 4836423 384.0 381.2 Eramosa River 2.8 2.8

6705691 571664 4837023 387.1 381.6 Eramosa River 5.5 5.5

6711059 571508 4836770 386.1 381.6 Eramosa River 4.6 4.6

6704661 571714 4836763 388.0 381.7 Eramosa River 6.3 6.3

6709341 571788 4836590 389.6 381.9 Eramosa River 7.8 7.8

6712024 571991 4836647 393.0 382.1 Eramosa River 11.0 11.0

6700584 569570 4838350 392.3 384.0 Eramosa River 8.3 8.3

6704166 569624 4838483 394.4 384.0 Eramosa River 10.4 10.4

6704436 569814 4838623 395.9 384.0 Eramosa River 11.9 11.9

6707099 569614 4838473 391.4 384.0 Eramosa River 7.4 7.4

6707562 569814 4838623 379.5 384.0 Eramosa River -4.5 4.5

6709869 565793 4836604 390.3 385.5 Eramosa River 4.8 4.8

6707599 573314 4835123 372.5 385.5 Eramosa River -13.0 13.0

6700586 569613 4838797 386.5 386.2 Eramosa River 0.3 0.3

6700590 568992 4838130 390.8 386.2 Eramosa River 4.6 4.6

6709054 569749 4838753 387.2 386.2 Eramosa River 1.1 1.1

6709569 569816 4838728 395.3 386.2 Eramosa River 9.1 9.1

6709897 569768 4838870 393.8 386.2 Eramosa River 7.7 7.7

6700589 569594 4838893 399.3 388.5 Eramosa River 10.8 10.8

6700616 569686 4838944 395.6 388.5 Eramosa River 7.1 7.1

6705477 568483 4838230 390.8 388.9 Eramosa River 1.9 1.9

6703406 567134 4838623 384.0 391.9 Eramosa River -7.9 7.9

6710543 566099 4838464 395.5 392.8 Eramosa River 2.7 2.7

6704939 566848 4838985 394.4 393.7 Eramosa River 0.7 0.7

6705463 568730 4839684 388.6 395.5 Eramosa River -6.8 6.8

6705922 566464 4839823 382.8 395.7 Eramosa River -12.9 12.9

6706050 566314 4839873 375.8 395.9 Eramosa River -20.1 20.1

6703515 567544 4839973 389.5 398.0 Eramosa River -8.5 8.5

6709049 567735 4840735 394.2 398.8 Eramosa River -4.6 4.6

6707727 567214 4841223 395.6 399.2 Eramosa River -3.5 3.5

6709564 567059 4841119 392.7 399.2 Eramosa River -6.4 6.4

6501835 548414 4816973 317.9 320.4

Grand River


6503719 548214 4816798 313.6 320.4 Grand River -6.8 6.8

6501578 548489 4816823 318.5 321.8 Grand River -3.3 3.3

6503673 548964 4817773 321.3 324.1 Grand River -2.8 2.8

6504190 549554 4816690 313.3 324.3 Grand River -11.0 11.0

6507772 549698 4816668 311.8 324.4 Grand River -12.6 12.6

6507798 549512 4816439 309.5 324.4 Grand River -14.9 14.9

6505925 550083 4816897 319.4 325.0 Grand River -5.6 5.6

6503672 550464 4818943 322.8 325.6 Grand River -2.8 2.8

6504789 548764 4818273 325.5 326.2 Grand River -0.7 0.7

6504195 549815 4819940 315.8 326.2 Grand River -10.4 10.4

6501528 549264 4818833 323.1 326.7 Grand River -3.6 3.6

6507784 549379 4820094 307.3 326.7 Grand River -19.4 19.4

6507802 549423 4820038 322.4 326.7 Grand River -4.3 4.3

6507805 549423 4820038 321.8 326.7 Grand River -4.9 4.9

6504746 549464 4820423 327.1 327.1 Grand River 0.0 0.0

6504622 549964 4820023 318.5 327.2 Grand River -8.7 8.7

Page 6 of 8



6506784 548632 4819017 323.7 327.8 Grand River -4.1 4.1

6501560 551364 4818773 318.5 329.1 Grand River -10.6 10.6

6505236 548513 4819569 323.7 329.2 Grand River -5.5 5.5

6504448 551114 4819353 320.6 329.8 Grand River -9.1 9.1

6504098 549914 4821513 328.0 330.0 Grand River -2.1 2.1

6503239 549114 4820523 329.2 330.6 Grand River -1.4 1.4

6504203 549059 4820490 326.4 330.6 Grand River -4.2 4.2

6506685 549406 4821119 328.9 331.4 Grand River -2.5 2.5

6712497 551174 4820703 328.9 331.6 Grand River -2.7 2.7

6506221 547116 4820256 317.3 332.2 Grand River -14.9 14.9

6506682 546983 4820260 323.1 332.2 Grand River -9.1 9.1

6506734 550195 4822185 322.2 332.3 Grand River -10.2 10.2

6503177 550364 4822563 328.9 332.4 Grand River -3.5 3.5

6506822 550401 4822604 330.7 332.4 Grand River -1.7 1.7

6506684 549009 4820664 320.0 332.6 Grand River -12.5 12.5

6506687 548999 4820671 322.8 332.6 Grand River -9.8 9.8

6506944 550520 4822749 331.0 332.6 Grand River -1.6 1.6

6506328 548768 4820649 317.3 332.8 Grand River -15.5 15.5

6504139 548614 4820623 331.6 334.5 Grand River -2.9 2.9

6504327 548664 4820673 328.0 334.5 Grand River -6.6 6.6

6504082 548684 4820773 331.0 334.6 Grand River -3.6 3.6

6504752 548764 4820773 331.3 334.6 Grand River -3.3 3.3

6505218 548706 4820765 317.0 334.6 Grand River -17.6 17.6

6504122 546864 4821223 328.9 335.0 Grand River -6.1 6.1

6504213 547214 4820523 327.4 335.1 Grand River -7.7 7.7

6507017 547326 4820458 327.4 335.1 Grand River -7.7 7.7

6703706 552484 4823723 333.8 335.3 Grand River -1.6 1.6

6506384 548696 4821143 329.8 336.0 Grand River -6.2 6.2

6706785 553414 4822943 330.7 336.3 Grand River -5.6 5.6

6711940 553832 4823577 331.9 336.3 Grand River -4.4 4.4

6504347 546414 4822023 328.6 336.7 Grand River -8.1 8.1

6706814 554214 4823003 330.7 336.7 Grand River -6.0 6.0

6504239 546013 4823126 332.5 337.0 Grand River -4.4 4.4

6708280 554950 4824383 325.5 337.5 Grand River -12.0 12.0

6506343 548568 4821602 323.4 338.1 Grand River -14.7 14.7

6506617 550180 4823671 335.9 338.3 Grand River -2.5 2.5

6503778 548834 4822073 332.2 338.6 Grand River -6.4 6.4

6506535 548390 4821604 337.1 339.5 Grand River -2.4 2.4

6503556 548189 4821648 326.1 339.5 Grand River -13.4 13.4

6705669 551014 4824373 336.2 339.9 Grand River -3.7 3.7

6711470 553937 4825261 339.6 340.1 Grand River -0.5 0.5

6506760 549222 4823259 328.0 340.2 Grand River -12.2 12.2

6506853 549135 4823332 335.0 340.2 Grand River -5.2 5.2

6506481 548877 4823433 331.6 341.3 Grand River -9.7 9.7

6503172 546684 4825603 338.3 341.6 Grand River -3.3 3.3

6502956 548444 4823943 339.9 342.8 Grand River -2.9 2.9

6502961 548564 4823803 340.5 342.8 Grand River -2.3 2.3

6507185 548551 4823790 335.3 342.8 Grand River -7.5 7.5

6503171 547184 4825493 338.0 342.9 Grand River -4.9 4.9

6504732 546764 4825973 337.7 342.9 Grand River -5.2 5.2

6702214 549935 4824407 338.3 343.4 Grand River -5.0 5.0

6503762 546814 4826148 338.3 343.4 Grand River -5.1 5.1

6706389 546614 4826773 336.8 343.8 Grand River -7.0 7.0

6707451 551074 4825303 317.0 344.4 Grand River -27.5 27.5 Outlier

6704860 550414 4824803 338.3 344.7 Grand River -6.3 6.3

6706407 547664 4827173 342.6 344.7 Grand River -2.2 2.2

6704404 550384 4824973 339.9 345.1 Grand River -5.3 5.3

6505854 548359 4824728 340.5 345.5 Grand River -5.1 5.1

6503956 548384 4824933 336.5 346.3 Grand River -9.8 9.8

6706235 548514 4824873 337.7 346.3 Grand River -8.6 8.6

6709132 548198 4825244 337.3 346.3 Grand River -9.0 9.0

6702212 549440 4824822 338.6 346.5 Grand River -7.9 7.9

6705560 549689 4824606 336.2 346.5 Grand River -10.3 10.3

6706238 549614 4824923 340.5 347.0 Grand River -6.6 6.6

6707403 551834 4825763 345.0 347.3 Grand River -2.2 2.2

6706139 549514 4825373 342.6 347.5 Grand River -4.9 4.9

6709264 549825 4825060 345.0 347.5 Grand River -2.6 2.6

6709376 548383 4828135 340.9 347.7 Grand River -6.8 6.8

6710776 549122 4825332 326.6 349.7 Grand River -23.1 23.1 Outlier

6703995 550414 4826173 347.5 349.9 Grand River -2.4 2.4

Page 7 of 8



6702210 548891 4826025 346.3 350.2 Grand River -3.9 3.9

6711452 548336 4826380 342.2 350.2 Grand River -7.9 7.9

6703885 550654 4826253 351.4 350.4 Grand River 1.1 1.1

6705013 550879 4825853 345.9 350.4 Grand River -4.4 4.4

6705105 550864 4825973 348.1 350.4 Grand River -2.3 2.3

6709370 550443 4826400 345.6 350.4 Grand River -4.7 4.7

6710902 550739 4826126 344.9 350.4 Grand River -5.5 5.5

6704086 548614 4826383 347.2 350.7 Grand River -3.6 3.6

6711453 548982 4826091 341.3 350.7 Grand River -9.5 9.5

6705277 553274 4827283 352.0 350.8 Grand River 1.2 1.2

6708536 549335 4825765 342.6 351.0 Grand River -8.4 8.4

6704891 549654 4825803 342.0 351.4 Grand River -9.4 9.4

6706118 549764 4825973 351.4 351.8 Grand River -0.4 0.4

6709318 549718 4825885 343.1 351.8 Grand River -8.7 8.7

6702197 551212 4827083 351.7 351.9 Grand River -0.1 0.1

6704405 553464 4827583 355.1 352.0 Grand River 3.1 3.1

6703299 549894 4826213 349.9 352.1 Grand River -2.2 2.2

6704897 551584 4827103 350.5 352.2 Grand River -1.6 1.6

6702156 552812 4827650 354.5 352.3 Grand River 2.2 2.2

6704228 552784 4827673 350.5 352.3 Grand River -1.7 1.7

6709319 552802 4827622 351.0 352.3 Grand River -1.3 1.3

6702204 549937 4826786 350.5 352.4 Grand River -1.8 1.8

6704505 549904 4826783 348.1 352.4 Grand River -4.3 4.3

6706268 549914 4826773 351.1 352.4 Grand River -1.2 1.2

6705053 548914 4829773 354.2 353.0 Grand River 1.1 1.1

6706273 550414 4827923 344.4 353.6 Grand River -9.2 9.2

6709507 550483 4827964 341.2 353.6 Grand River -12.4 12.4

6706053 552414 4827873 343.8 353.8 Grand River -10.0 10.0

6702183 552588 4827804 347.5 354.3 Grand River -6.8 6.8

6702185 552489 4827886 347.5 354.3 Grand River -6.8 6.8

6703133 552664 4827693 347.5 354.3 Grand River -6.8 6.8

6704075 552614 4827748 348.7 354.3 Grand River -5.6 5.6

6704722 552564 4827773 350.5 354.3 Grand River -3.8 3.8

6706751 552614 4827773 345.3 354.3 Grand River -8.9 8.9

6705033 550770 4828922 353.0 354.6 Grand River -1.6 1.6

6710583 554011 4828233 355.4 354.7 Grand River 0.7 0.7

6710627 553962 4828278 357.0 354.7 Grand River 2.3 2.3

6710628 553991 4828261 357.0 354.7 Grand River 2.3 2.3

6702180 551729 4828385 342.0 355.5 Grand River -13.5 13.5

6702182 551891 4828467 356.0 355.7 Grand River 0.3 0.3

6708535 551357 4829037 354.9 356.7 Grand River -1.8 1.8

6708791 551364 4829015 350.9 356.7 Grand River -5.8 5.8

6706012 552464 4829473 360.0 359.2 Grand River 0.8 0.8

6706234 552564 4829223 358.4 359.2 Grand River -0.7 0.7

6704515 551064 4829503 358.7 359.4 Grand River -0.7 0.7

6701826 552671 4829585 365.5 359.9 Grand River 5.6 5.6

6703303 552634 4829623 364.2 359.9 Grand River 4.3 4.3

6704683 552509 4829653 363.9 359.9 Grand River 4.0 4.0

6705034 552614 4829523 365.5 359.9 Grand River 5.6 5.6

6701808 552584 4829787 368.5 360.6 Grand River 7.9 7.9

6701827 552716 4829579 364.2 360.6 Grand River 3.7 3.7

6702145 551929 4830249 367.9 361.2 Grand River 6.7 6.7

6704492 552434 4829733 363.6 361.2 Grand River 2.5 2.5

6702142 551050 4830880 365.8 361.4 Grand River 4.4 4.4

6708449 552913 4830004 370.5 361.8 Grand River 8.7 8.7

6704679 551704 4830423 370.0 361.8 Grand River 8.2 8.2

6704808 551764 4830383 365.8 361.8 Grand River 4.0 4.0

6701798 551310 4831157 367.0 362.2 Grand River 4.8 4.8

6709289 551379 4831646 365.1 363.0 Grand River 2.1 2.1

6701799 551913 4831820 362.7 364.0 Grand River -1.3 1.3

6709836 553974 4831139 366.4 365.0 Grand River 1.3 1.3

6706059 554264 4831473 370.9 365.7 Grand River 5.2 5.2

6707080 551514 4832973 377.6 366.6 Grand River 11.1 11.1

6706544 552364 4832623 376.4 366.8 Grand River 9.7 9.7

6708448 552856 4832255 371.5 367.0 Grand River 4.5 4.5

6701800 553000 4832666 374.9 368.6 Grand River 6.3 6.3

6705573 554043 4833979 387.1 373.8 Grand River 13.3 13.3

6706173 554064 4834273 390.8 374.3 Grand River 16.5 16.5

Page 8 of 8

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