Annual Unit Runoff in Canada

Home , Bay du Nord River, Becaguimec Stream, Birch River (Maine), Contwoyto Lake, Kouchibouguac River, Mahood Lake

Anna Cole January 2013

Table of Contents

1.0 Introduction ...... 1 2.0 Study Period ...... 2 3.0 Data ...... 5 3.1. Hydrometric Gauging Stations ...... 5 3.2. Drainage Areas...... 6 4.0 Methodology ...... 7 4.1. Filling and Extending Records...... 7 4.2. Nested Drainage Basins ...... 8 4.3. Frequency Analysis ...... 10 4.4. Mapping ...... 10 5.0 Discussion ...... 12 6.0 Applications ...... 12 7.0 References ...... 14 Appendix A: Stations Used for Unit Runoff Analysis ...... 15 Appendix B: Annual Unit Runoff Maps ...... 52 Appendix C: Annual Unit Runoff at Selected Probabilities of Exceedence for Stations Analyzed ...... 74

List of Tables

Table 1: Stations Selected for Moving Median Analysis ...... 2 Table 2: Summary of Stations ...... 5

List of Figures

Figure 1: Moving Medians for Various Periods for Belly River near Mountain View ...... 3 Figure 2: Moving Medians for Various Periods for Milk River at Eastern Crossing of International Boundary ...... 4 Figure 3: Linear Regression Example ...... 8 Figure 4: Nested Drainage Basins...... 9 Figure 5: Eastern Stations ...... 16 Figure 6: Western Stations ...... 17 Figure 7: Northern Stations ...... 18 Figure 8: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, East .. 53 Figure 9: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, West . 54 Figure 10: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, North ...... 55 Figure 11: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, East 56 Figure 12: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, West 57 Figure 13: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, North ...... 58 Figure 14: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, East 59 Figure 15: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, West 60 Figure 16: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, North ...... 61 Figure 17: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, East 62 Figure 18: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, West63 Figure 19: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, North ...... 64 Figure 20: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, East 65 Figure 21: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, West 66 Figure 22: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, North ...... 67 Figure 23: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, East 68 Figure 24: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, West 69 Figure 25: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, North ...... 70 Figure 26: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, East 71 Figure 27: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, West 72 Figure 28: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, North ...... 73

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1.0 Introduction

Streamflow and runoff volumes are highly variable across Canada and are influenced by local physiographic and climatic patterns. Many planning activities require the ability to locate, evaluate, and quantify surface water supplies. This study aims to illustrate runoff trends across the country by calculating annual unit runoff for a variety of probabilities of exceedence commonly used by decision makers. Annual unit runoff is a measure of runoff volume per square kilometre. This report uses units of cubic decametres (1000 m3) per square kilometre (dam3/km2), which is equivalent to millimetres depth on the landscape.

Three previous unit runoff studies were undertaken by the Prairie Farm Rehabilitation Administration, PFRA (which became the Agri-Environment Services Branch, AESB, and then merged with Research Branch to become the Science and Technology Branch of Agriculture and Agri-Food Canada): 1. “The Distribution and Variability of Runoff in Alberta, Saskatchewan, and Manitoba”, completed in 1964 [1] 2. “Report on Median Annual Unit Runoff for the Prairie Province”, updated in 1978 [2] 3. “Annual Unit Runoff on the Canadian Prairies”, completed in 1994 [3].

The 1964 study included 230 Water Survey of Canada (WSC) hydrometric gauging stations with effective drainage areas (EDA) smaller than 5,180 km2 and examined the study period from 1911 to1956. The second study (1978) used 543 WSC stations without any drainage area limit and examined the study period from 1912 to1972. The third (1994) study included 397 stations with EDA less than 5,000 km2 and examined the study period from 1950 to1989. The most recent two reports (1978 and 1994) included isopleth maps of the median annual unit runoff (MAUR) – the runoff volume with 50% probability of exceedence. The 1994 report also included isopleth maps for the 10%, 25%, 70%, 75%, 80%, and 90% probability of exceedence.

Additional hydrometric data and the availability of more sophisticated statistical and mapping methods provide justification for the reworking and updating of these previous reports to provide new isopleth unit runoff maps. Additional years of record also provide an opportunity to expand the dataset that forms the basis for these maps. The Science and Technology (S&T) Branch has also expanded its national presence and thus it is desirable to expand the maps coverage to include as much of the country as the data will allow.

This study examines runoff measurements at hydrometric gauging stations for the period 1950 to 2006 (where possible) and reports the same seven probabilities of exceedence as the previous 1994 report: 10%, 25%, 50%, 70%, 75%, 80%, and 90%.

Probability of exceedence refers to the chance of a unit runoff value being equaled or exceeded in any one year. For example, an annual unit runoff of 50 dam3/km2 at a 70% probability of exceedence means that, in any given year, there is a 70% probability that the annual unit runoff will be at least 50 dam3/km2.

2.0 Study Period

The selection of an appropriate study period is important in statistical analysis applications such as this study. A longer study period is preferable to a shorter study period in order to predict long-term behaviour of runoff, however, a limited number of water survey stations with very long records are available in Canada. When a shorter minimum record length is considered, a greater number of stations are available to include in the study sample. The 1994 study [3] determined that a 50 year period of record provided an ideal approximation of the long term median, with a 40 year period of record also being acceptable. That study chose to use the 40 year period from 1950 to 1989 to optimize the balance between statistical accuracy and better map coverage by including more stations.

The procedure used to select the 40 year period was verified for this study using 11 of the 16 long running stations examined in the previous studies (the 11 stations that are still in operation, except 11AC001 which closed in 1994):

Table 1: Stations Selected for Moving Median Analysis

EDA Period of Years of Station Description 2 (km ) Record Record 05ME001 Assiniboine River near Russell 6,708 1914-2006 75 05AD003 Waterton River near Waterton Park 613 1908-2006 77 11AC001 Frenchman River below Eastend Reservoir 1,540 1909-1994 79 05CC002 Red Deer River at Red Deer 11,052 1913-2006 89 11AB027 Battle Creek at International Boundary 1,611 1917-2006 90 11AC041 Frenchman River at International Boundary 4,630 1917-2006 90 05AF010 Manyberries Creek at Brodin's Farm 335 1912-2006 91 05GG001 North Saskatchewan River at Prince Albert 67,026 1912-2005 93 05AD005 Belly River near Mountain View 319 1911-2006 95 05DF001 North Saskatchewan River at Edmonton 27,073 1912-2006 95 Milk River at Eastern Crossing of International 11AA031 5,176 1910-2006 97 Boundary

The median for the full record was calculated for each station, and then compared to the moving medians calculated for a variety of subset record lengths: 20 years, 30 years, 40 years, 50 years, and 57 years (for 1950-2006). The stations listed in Table 1 are distributed across the Prairie region and each of them has a long continuous record of hydrometric data.

Figures 1 and 2 are samples of median plots generated, with the full record median marked in green and the 95% confidence intervals marked in magenta. All plots show significant variability in the median, with the shorter periods being more variable (e.g. 20

2 year) and the longer periods (e.g. 50 year) more closely approximating the long term median. No sub-set period lay entirely within the 95% confidence interval at all times for all stations examined, but moving medians assessed for a longer period conformed more closely and are preferred in predicting the runoff volumes.

Moving Medians for Various Periods: 05AD005 (95% confidence intervals) 300000

) 3 290000

280000

270000 Annual Volume (dam Volume Annual

260000

250000 1912 1932 1952 1972 1992 Year Long Term Upper Lower 20 year 30 year 40 year 50 year 57 year Figure 1: Moving Medians for Various Periods for Belly River near Mountain View

Moving Medians for Various Periods: 11AA031 (95% confidence intervals) 400000

350000 ) 3

300000

250000

200000 Annual Volume (dam Annual Volume 150000 1912 1932 1952 1972 1992

Long term Upper YearLower 20 year 30 year 40 year 50 year 57 year

Figure 2: Moving Medians for Various Periods for Milk River at Eastern Crossing of International Boundary

An ideally long record for the 1950 to 2006 period is not available for all hydrometric stations of interest across Canada. It was not ideal to reject available long records of runoff data collected in Nova Scotia and the Prairies and reduce the study analysis to universally available shorter record periods of data, such as those available for parts of British Columbia and Nunavut, for the sake of uniformity. Instead, for each region covered, we utilized as many runoff measurements as were available.

No station with a complete or void-filled record of less than 24 years was used in southern Canada or shorter than 17 years in northern Canada (YK, NWT, or NU). (Void filling is discussed in section 4.1.) Table 2: Summary of Stations shows the number of stations, average annual records, target period, and shortest period used for each region of Canada. In total, 1184 stations were included. Station selection criteria used in addition to the study period are explored in section 3.

Table 2: Summary of Stations Average # # of Targeted Period Shortest Province/Territory Annual Stations of Record Period Used Records British Columbia 257 50 1950-2006 1982-2006 Alberta 152 54 1950-2006 1950-1975 Saskatchewan 117 54 1950-2006 1972-2002 Manitoba 80 54 1966-2008 1973-2008 Ontario 177 51 1950-2005 1966-1992 Quebec 143 40 1961-2000 1976-2000 Nova Scotia 27 57 1950-2006 1950-2006 New Brunswick 42 55 1952-2006 1952-2006 Prince Edward Island 11 45 1962-2006 1962-2006 Newfoundland and Labrador 68 47 1960-2006 1960-2006 Yukon 52 47 1950-2007 1979-1996 Northwest Territories 41 38 1963-2007 1970-1993 Nunavut 17 35 1966-2007 1970-1994

Annual records were created to fill missing years for many of the stations to meet the target period of record. The methodology used to do this is explained in Section 4.0.

3.0 Data The unit runoff analysis relied on two major sources of data: Water Survey of Canada’s streamflow and gross drainage area records for hydrometric gauging stations across Canada [4] and Agriculture and Agri-Food Canada’s effective drainage areas (for the agricultural extents of the Prairie region) [5]. All hydrometric gauging stations were screened to choose representative stations for inclusion in this study.

A list of stations included in the study is found in Appendix A.

3.1. Hydrometric Gauging Stations Water Survey of Canada currently operates over 2500 hydrometric gauging stations across Canada. Many of these stations are located on artificial channels (such as ditches or canals) and were excluded from this study. Where possible, other stations which were discontinued recently or turned over to provincial agencies for operation were included if they conformed to study criteria and had data available.

The stations’ spatial density and period of operation varies widely across Canada which affected the target period of record established in section 2.0. The methodology used to further refine station selection was governed by the following criteria:  Size of drainage area (effective in the agricultural extent of the Prairies, gross elsewhere)  Period of record  Degree of regulation

The ideal size of the drainage area of study stations was less than 5,000 km2. This area cut-off assumed that “small” basins were more likely to be homogeneous in nature and have a similar amount of runoff across the entire drainage area. Stations larger than 5,000 km2 were included only if no suitable smaller station was available in the region. Some “small” stations were excluded in regions where homogeneity across the basin was known to be a false assumption, such as the foothill region in Alberta.

In order to maximize the number of included stations, record lengths were extended using linear regression and void filling where possible. The minimum acceptable period of actual record was set at 15 years. Stations with shorter records were eliminated, as they did not provide enough data points to create meaningful regression relationships with other stations to extend the record to the target period of record of 56 years.

The final consideration was given to the degree of regulation which occurs in a stream – i.e. the interference in the natural runoff of the watershed. For example, regulation of streamflow occurs as a result of water storage, consumptive water use such as irrigation, and/or drainage or diversion of water into or from the stream. Generally, only stations marked “natural” by WSC were included in the study. In the Maritimes, an exception was made and stations marked “regulated” were included if they met the other criteria because very few stations are marked “natural”. Provincial contacts stated that streamflow regulation made little difference to the annual runoff [6]. Additionally, “naturalized” flow data supplied by provincial agencies or S&T Branch was included for some stations to establish more geographical coverage for the analysis. Naturalized flows are calculated from measurements taken on regulated streams and licensed water withdrawals to approximate the flow that would have occurred without regulation.

These criteria were adopted to guide the station selection, but were not used rigorously through the entire screening process. Ultimately, when the methods of data collection were valid and consistent, some stations were included to enhance data representation across the country even though such stations did not conform to all criteria.

In a few cases, stations were relocated by Water Survey, renumbered, and renamed. The records from such stations were combined for our purposes if the relocation was considered minor. These are listed with one set of values, and a “/” separating the station names. (e.g. 01BG005/01BG003).

In total, 1184 stations were selected, analyzed, and included to define the unit runoff across Canada. 3.2. Drainage Areas Drainage area information was gathered from three sources: S&T Branch hydrologic technician [5], Water Survey of Canada [4], and Environment Canada [7].

Gross drainage area (GDA) is defined as the total area of the basin – the area assumed from topography to drain to one point, the gauging station. Area values are provided for most stations by Water Survey of Canada [5] and may be revised as more sophisticated

6 mapping methods become available. Environment Canada [7] provided the most recent revisions for our use as they became available.

An effective drainage area (EDA) is that portion of a drainage basin expected to contribute to runoff at the station (the basin outlet) during a runoff event with a return period of two years. As defined by Goodwin and Martin, it excludes areas which will rarely contribute to runoff, such as marshes, sloughs, and other natural storage areas. [12] The concept of an effective drainage area and a changing contributing area for various sizes of runoff events is central to predicting runoff on the Prairies. Due to their significance, the EDAs of hydrometric gauging stations across the agricultural extents of the Prairies and Peace River region of British Columbia have been delineated by S&T Branch staff [5]. The effective drainage area is calculated manually by incorporating data from topographic maps, aerial photographs, field investigations, and GIS models [8].

Where EDA is available, it was used to calculate all unit runoffs in this study, regardless of exceedence of probability. EDA is listed in Appendix A where it was used to calculate unit runoff.

For regions outside the Prairies, EDA calculations are not required, since the entire gross drainage areas will contribute for most events. Factors such as greater watershed slope, well-drained soils, and lack of natural storage mean that there has been no effort to calculate EDA’s outside of the agricultural extent of the Prairies. For the other regions of Canada, gross drainage area values (as supplied by Environment Canada) were used to calculate unit runoff.

4.0 Methodology Significant improvements in software such as Microsoft Excel, HYFRAN, and ARC-GIS have occurred since the last update of this study, allowing for a more automated approach to calculating and mapping unit runoff values. This section will describe the methodology used to fill and extend the records, conduct the frequency analysis, and create the map set.

4.1. Filling and Extending Records After selecting the study period and representative stations, annual runoff volume estimates were calculated for years of missing data. The majority of selected stations were missing some years of data so significant engineering judgment was required to fill these gaps.

The first step used in filling data gaps in a station record was to identify when the data gaps occurred. In some cases, records were incomplete because flow was not measured in winter when no flow occurred. Where the record approached zero in October and started from zero in March, missing winter flow values were considered to be “zero” and annual runoff values were calculated with the measured data from the rest of the year.

Linear regression analysis was used to fill missing years of data for incomplete station records. Annual runoff volumes at stations with data gaps were compared with annual runoff volumes at surrounding stations using scatter plots in Microsoft Excel. A straight line was fitted to the data points and R2 were displayed. The straight line equation with the highest R2 value obtained from the station regressions was used to fill missing years of data at the station of interest. A critical statistical value of R – the value that R must be greater than for the relationship to be meaningful – was found on a statistics reference table using the applicable degrees of freedom (the number of annual records minus 2). Every relationship used to fill data was more significant than the critical value for 0.01 level of significance for a two-tailed test. This ensured that the relationship used to add to a record was statistically meaningful, and provided a cut-off to declare when a record could not be extended.

The following figure displays a relationship used to fill missing years of annual runoff at station 05OF011. This station correlated well to an adjacent station, 05OF017, allowing the period of record to be extended. This increases the accuracy of the frequency analysis conducted from the record. In this case, the runoff at 05OF011 is 4.6835 times the runoff at 05OF017.

3 y = 4.6835x Annnual volume in dam (1967-1996) R² = 0.8209

80000

70000

60000

50000

40000

05OF011 30000

20000

10000

0 0 2000 4000 6000 8000 10000 12000 14000 05OF017

Figure 3: Linear Regression Example

4.2. Nested Drainage Basins Drainage basins are made up of sub-basins, each one “nested” within a larger area and contributing to the overall characteristics of the basin. In some areas, selected stations were located on streams which contribute runoff to the same drainage basin. An example of such an arrangement is shown below in Figure 4; the sub-basins for 05BB004 and

05BB005 are located entirely within the basin for 05BB001. In order to most accurately portray runoff in each basin, these nested basins were divided into sub-basins and values were calculated for each sub-basin and then the remainder of the main basin. In this example, a value was calculated for 05BB004, 05BB005, and then the area of 05BB001 not within those sub-basins.

Figure 4: Nested Drainage Basins

Unit runoff values were calculated for each of the stations within a basin. If the basin was nested then, the incremental drainage area between that station and the downstream station had a weighted unit runoff calculated that would result in the measured runoff at the downstream station. In this example, runoff was measured at three stations in the basin. The values at 05BB004 and 05BB005 were applied to those sub-basins. Then the remaining area was calculated – in this case, the area of 05BB001 minus the areas of 05BB004 and 05BB005. Then the remaining volume was calculated by multiplying the total unit runoff by the total area minus the sub-basins runoff multiplied by the sub-basins area. The remainder volume divided by remainder area gave the incremental area’s unit runoff. This example can be summarized as:

( ) ( ) ( )

This gives units of volume divided by area (dam3/km2) and a value that applies to the basin portion outside the sub-basins.

This allowed for the best resolution of runoff representation, as the smaller incremental areas were more likely to produce a homogeneous runoff response than the larger drainage basin areas. Stations which have been adjusted in this fashion are noted in blue in Appendix C.

4.3. Frequency Analysis After each station record was filled to the target period, the data set was ready for statistical analysis. Data analysis was conducted using HYFRAN, a hydrologic frequency analysis computer program developed by the National Institute of Scientific Research at the University of Quebec [9]. HYFRAN fits a variety of statistical distributions to a given data set. It also provides checks for adequacy of fit, such as the chi-squared test. The United States Water Resources Council (WRC) recommends Log Pearson Type 3 (LP3) be used for hydrological studies carried out by American government agencies and consultants [10]. There is currently no Canadian federal departmental standard or recommended statistical distribution test for conducting hydrological studies.

For this study, all data patterns were first fit to LP3 distribution employing the generalized method of moments (Sundry Averages Method, SAM) [9], given the prevalent approach adopted in the US studies. In cases that the initial distribution produced a poor fit to the data, other methods or distributions commonly known to fit runoff data were used until the satisfactory statistical fit was obtained: a) For LP3 distribution, Method of Moments (base 10) and WRC fitting methods of moments were first checked b) For a poor fit to LP3, other probability distributions were tried, such as, the Generalized Extreme Value (GEV), Weibull, Gamma, or Three Parameter Log Normal. The distribution used for each station is listed in Appendix A. In each case, the distribution with the best fit (measured by the distribution fit parameters provided by HYFRAN) was used if LP3 was not statistically relevant.

HYFRAN simulations of data fitting to these statistical distributions also provided values of runoff for the probabilities of exceedence of interest. These values were arranged in a spreadsheet, and then divided by the gross or effective (where available) drainage areas. This gave an annual unit runoff for each probability of exceedence at each station location. The annual unit runoff data provided the basis for the production of the isopleth maps.

4.4. Mapping In order to visually represent the data, a national map set was created. Annual unit runoff isopleth maps were produced for seven probabilities of exceedence: 10%, 25%, 50%, 70%, 75%, 80% and 90%. As indicated in Section 2, lack of data for some regions across Canada resulted in inconsistent degree of coverage of input stations. For the Prairie region, S&T BRANCH had basin polygon shapes for each station. This allowed the unit runoff values to be applied at the centroid of the basin. Similar digital polygons were defined by Environment Canada for all other provinces and territories except Ontario and Quebec. Where shape files for polygons were unavailable, the values were plotted at the station location instead of the basin shape centroid. The shapes, centroids, and stations used are illustrated in Appendix A: Stations Used for Unit Runoff Analysis.

Isopleths were generated using ArcMap for the various probabilities of exceedence. The methodology used was: 1. ArcMap was first used to generate centroids of the basins where basin polygons were available. 2. Where no basins were delineated, the WSC gauging station outlet was used to locate the runoff value. 3. The two data sets (Centroids and Station Outlet) were merged together and joined to the Annual Unit Runoff (AUR) calculated values using the station name/number to identify each data point. 4. Spatial Analyst (Natural Neighbour), an ArcMap extension, was then used to interpolate values between data points to create a grid of cells evenly spaced at 1000 metres for each of the probabilities of exceedence (POE). This extension is discussed further below. 5. Once grids were created for each POE, the “Contour List” tool from within Spatial Analyst (Surface) was used. Using “Contour List”, contour intervals were manually entered rather than using a “general” contour interval, which eliminated excessive contours when the unit runoff values were largely spaced. 6. Contours which contained only one data point value were removed due to data availability/accuracy concerns. Contours were also removed in areas where runoff data was sparse (e.g. Nunavut) to avoid the appearance of precision where little data actually existed. 7. Contours were smoothed and adjusted by hand to reflect local hydrologic/topographic knowledge (e.g. Cypress Hills, Alberta Special Areas), particularly in the Prairie region, and to most effectively represent the data.

The underlying principles use to display the data visually in the map set is primarily based on the Spatial Analyst: Natural Neighbour function of ArcMap. Natural neighbour interpolation finds the closest subset of input data points to a query point and applies weights to them based on proportionate areas in order to interpolate a value. This function does not infer trends and will not produce peaks, pits, ridges or valleys that are not already represented by the input data points. The generated surface passes through the input data points and is smooth everywhere except at locations of the input data points. It automatically adapts locally to the structure of the input data, requiring no input from the user pertaining to search radius, sample count, or shape. It works equally well with regularly and irregularly distributed data. It is not crucial that users of the maps understand the fundamental principles behind the ArcMap functions, but this description is provided for completeness.

The complete isopleth map set is presented in Appendix B: Annual Unit Runoff Maps.

In some areas of Canada (notably parts of southern Alberta and west-central Saskatchewan, the Territories, northern Ontario, and northern Quebec), there is an insufficient number of stations meeting the criteria given in Section 3.1 to undertake this

11 analytical work with a high degree of confidence. While the degree of confidence associated with the isopleths in these areas may not be as high as in other areas, they provide the best indication of annual unit runoff that can be made at present time. These isopleths are included to facilitate water resource assessments in these areas.

The Northern and Southern Thompson Plateau hydrologic zones of British Columbia are indicated with light yellow shading. These are regions of extreme topographic changes, and it is suspected that the runoff data compiled for these regions is driven by the higher elevation portions of the watersheds. Values should be applied to agricultural land found in the valley bottom with great caution. These zones were defined by the British Columbia Ministry of Environment as being areas of homogeneous hydrologic and geomorphological characteristics. [11]

5.0 Discussion The annual unit runoff maps provide a general overview of runoff patterns across Canada. The median (50% probability of exceedence) annual unit runoff map is useful as a representation of expected runoff volumes in an “average” year. Specific values for each probability of exceedence at each station location are listed in order of station identification in Appendix A. This information can be helpful in determining annual unit runoff values for a specific location, and also to evaluate the basis for these values. Some regions of the country have fewer stations or shorter available records; a greater deal of caution should be applied when relying on values from these regions.

The maps provide a more comprehensive representation of the runoff patterns across regional and national geographic areas. The trends seen in these new maps are similar to those seen on previous reports prepared for the Prairie region, but are based on a larger data set and prepared in a more data-driven fashion. This is the first attempt at producing a comprehensive set of annual unit runoff maps for all of Canada.

These maps provide enough information to quickly estimate runoff volume and variability for an initial assessment of a surface water project. The final design, however, must incorporate more detailed information such as the annual and monthly sequence of inflows, net evaporation, ice formation, water demands, and the physical characteristics of the water body.

6.0 Applications The annual unit runoff maps contained in this report are of use and interest for a wide variety of purposes. Water resource planners may use these maps for:  Initial or preliminary project feasibility studies  Determining water availability for project licensing  Sizing dugouts, ponds for on-farm water storage  Evaluating surface water supply dependability

The previous versions of this map have been used most often to conduct preliminary feasibility studies and as general reference maps for preliminary water resource planning.

When assessing a project for licensing, Alberta, Saskatchewan, and Manitoba agencies have used the appropriate runoff maps to make initial appraisals of water supply potential. This is the reason for the inclusion of the 70% probability of exceedence maps. Other provinces may find these maps useful for similar purposes.

On-farm water storage structure (e.g. dugouts, ponds, off-stream reservoirs) design and construction have been an important component of S&T BRANCH’s activities in the past. The maps can be used to conduct site-specific assessments and to determine the drainage area required to supply water to a storage structure of the desired capacity and reliability. It is also possible to determine the water reliability as a function of storage capacity and actual drainage area.

The annual unit maps may have uses beyond the examples given above. The extended Canada-wide coverage of this new map set may become a useful tool for studying and monitoring the variability in runoff across the country. These maps may be added to the Atlas of Canada, an online reference hosted by Natural Resources Canada. The onus remains on the user to understand the concepts and assumptions required to produce these maps and the underlying data set.

7.0 References

1 Durrant, E.F. and Salaway, W.S. (1964). PPWB Report #10: “The Distribution and Variability of Runoff in Alberta, Saskatchewan and Manitoba”. Hydrology Division, Prairie Farm Rehabilitation Administration.

2 Mowchenko, M. (1978). Hydrology Report #92: “Report on Median Annual Unit Runoff for the Prairie Provinces”. Hydrology Division, Prairie Farm Rehabilitation Administration.

3 Bell, B.J. (1994). Hydrology Report # 135: “Annual Unit Runoff on the Canadian Prairies”. Hydrology Division, Prairie Farm Rehabilitation Administration.

4 Water Survey of Canada, Environment Canada. (2010). Archived Hydrometric Data., Retrieved from http://www.wsc.ec.gc.ca/hydat/H2O/ .

5 Rickwood, Richard. (2011). “Current Drainage Areas.xls”. Available upon request

6 Personal communications with Bruce Raymond (PEI Environment) and David Briggins (Nova Scotia Environment)

7 Personal communication with Judy Kwan, Environment Canada; drainage area values will be updated on the Hydrometric Data website [2] once quality assured and quality controlled.

8 Rickwood, Richard. (2011). “Effective Drainage Area Shapefiles”. Internal map set; shapes available upon request.

9 HYFRAN Software distributed by Water Resources Publications LLC; http://www.wrpllc.com/books/hyfraninfo.html

10 Water Resources Council. (1967). “A Uniform Technique for Determining Flood Flow Frequencies”. http://water.usgs.gov/osw/bulletin17b/Bulletin_15_1967.pdf

11 British Columbia Geographic Data Discovery Service. (2012). “Hydrology: Hydrologic Zone Boundaries of British Columbia”. https://apps.gov.bc.ca/pub/geometadata/metadataDetail.do?recordUID=43231&a mp;recordSet=ISO19115

12 Godwin, R.B. and Martin, F.R.J., (1975): Calculation of Gross and Effective Drainage Araes for the Prairie Provinces, published in Canadian Hydrology Symposium - 75 Proceedings.

Appendix A: Stations Used for Unit Runoff Analysis

Figure 5: Eastern Stations 16

Figure 6: Western Stations

18 Figure 7: Northern Stations

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 1 01AD003 ST. FRANCIS RIVER AT OUTLET OF GLASIER LAKE 1350 Station NB LP3 WSC 2 01AE001 FISH RIVER NEAR FORT KENT 2260 Station NB LP3 WSC 3 01AF007 GRANDE RIVIERE AT VIOLETTE BRIDGE 339 Station NB LP3 WSC 4 01AF009 IROQUOIS RIVER AT MOULIN MOURNEAULT 182 Station NB LP3 WSC 5 01AG002 LIMESTONE STREAM AT FOUR FALLS 199 Station NB LP3 WSC 6 01AJ003 MEDUXNEKEAG RIVER NEAR BELLEVILLE 1210 Station NB LP3 WSC 7 01AJ004 BIG PRESQUE ISLE STREAM AT TRACEY MILLS 484 Station NB LP3 WSC 8 01AJ010 BECAGUIMEC STREAM AT COLDSTREAM 350 Station NB LP3 WSC 9 01AK001 SHOGOMOC STREAM NEAR TRANS CANADA HIGHWAY 234 Station NB LP3 MIDDLE BRANCH NASHWAAKSIS STREAM AT SANDWITH'S WSC 01AK006 5.7 NB LP3 10 FARM Station WSC 11 01AK007 NACKAWIC STREAM NEAR TEMPERANCE VALE 240 Station NB LP3 WSC 12 01AL002 NASHWAAK RIVER AT DURHAM BRIDGE 1450 Station NB LP3 WSC 13 01AL003 HAYDEN BROOK NEAR NARROWS MOUNTAIN 6.48 Station NB LP3 WSC 14 01AL004 NARROWS MOUNTAIN BROOK NEAR NARROWS MOUNTAIN 3.89 Station NB LP3 WSC 15 01AM001 NORTH BRANCH OROMOCTO RIVER AT TRACY 557 Station NB LP3 WSC 16 01AN002 SALMON RIVER AT CASTAWAY 1050 Station NB LP3 WSC 17 01AP002 CANAAN RIVER AT EAST CANAAN 668 Station NB LP3 WSC 18 01AP004 KENNEBECASIS RIVER AT APOHAQUI 1100 Station NB LP3 WSC 19 01AQ001 LEPREAU RIVER AT LEPREAU 239 Station NB LP3 WSC 20 01AR011 FOREST CITY STREAM BELOW FOREST CITY DAM 357 Station NB LP3 WSC 21 01AR012 CHAMCOOK STREAM AT LITTLE CHAMCOOK LAKE OUTLET 357 Station NB LP3 WSC 22 01BC001 RESTIGOUCHE RIVER BELOW KEDGWICK RIVER 3160 Station NB LP3 MATAPEDIA (RIVIERE) EN AMONT DE LA RIVIERE WSC 01BD002 2760 QC LP3 23 ASSEMETQUAGAN Station WSC 24 01BD008 MATAPEDIA (RIVIERE) PRES DE AMQUI 558 Station QC LP3 WSC 25 01BE001 UPSALQUITCH RIVER AT UPSALQUITCH 2270 Station NB LP3 WSC 26 01BF001 NOUVELLE (RIVIERE) AU PONT 1140 Station QC LP3 WSC 27 01BG005 CASCAPEDIA (RIVIERE) EN AVAL DU RUISSEAU BERRY 1680 Station QC LP3 WSC 28 01BG008 CASCAPEDIA (PETITE RIVIERE) A SAINT-EGAR 1340 Station QC LP3 WSC 29 01BG009 BONAVENTURE (RIVIERE) EN AMONT DU RUISSEAU CREUX 1910 Station QC LP3 DARTMOUTH (RIVIERE) EN AMONT DU RUISSEAU DU PAS DE WSC 01BH005 645 QC LP3 30 DAME Station WSC 31 01BH007 GRANDE-RIVIERE OUEST (LA) 534 Station QC LP3 WSC 32 01BH010 YORK (RIVIERE) EN AVAL DU RUISSEAU DINNER ISLAND 659 Station QC LP3 19

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 33 01BJ001 TETAGOUCHE RIVER NEAR WEST BATHURST 363 Station NB LP3 WSC 34 01BJ003 JACQUET RIVER NEAR DURHAM CENTRE 510 Station NB LP3 WSC 35 01BJ004 EEL RIVER NEAR EEL RIVER CROSSING 88.6 Station NB LP3 WSC 36 01BJ010 MIDDLE RIVER NEAR BATHURST 217 Station NB LP3 WSC 37 01BJ012 EEL RIVER NEAR DUNDEE 43.2 Station NB LP3 WSC 38 01BL001 BASS RIVER AT BASS RIVER 175 Station NB LP3 WSC 39 01BL002 RIVIERE CARAQUET AT BURNSVILLE 173 Station NB LP3 WSC 40 01BL003 BIG TRACADIE RIVER AT MURCHY BRIDGE CROSSING 383 Station NB LP3 WSC 41 01BO001 SOUTHWEST MIRAMICHI RIVER AT BLACKVILLE 5050 Station NB LP3 WSC 42 01BO002 RENOUS RIVER AT MCGRAW BROOK 611 Station NB LP3 WSC 43 01BO003 BARNABY RIVER BELOW SEMIWAGAN RIVER 484 Station NB LP3 WSC 44 01BP001 LITTLE SOUTHWEST MIRAMICHI RIVER AT LYTTLETON 1340 Station NB LP3 WSC 45 01BP002 CATAMARAN BROOK AT REPAP ROAD BRIDGE 28.7 Station NB LP3 WSC 46 01BQ001 NORTHWEST MIRAMICHI RIVER AT TROUT BROOK 948 Station NB LP3 WSC 47 01BR001 KOUCHIBOUGUAC RIVER NEAR VAUTOUR 177 Station NB LP3 WSC 48 01BS001 COAL BRANCH RIVER AT BEERSVILLE 166 Station NB LP3 WSC 49 01BU002 PETITCODIAC RIVER NEAR PETITCODIAC 391 Station NB LP3 WSC 50 01BU003 TURTLE CREEK AT TURTLE CREEK 129 Station NB LP3 WSC 51 01BV006 POINT WOLFE RIVER AT FUNDY NATIONAL PARK 130 Station NB LP3 52 01CA003 CARRUTHERS BROOK NEAR ST. ANTHONY 48.4 Centroid PEI LP3 WSC 53 01CA004 SMELT CREEK NEAR ELLERSLIE 17.3 Station PEI LP3 54 01CB002 DUNK RIVER AT WALL ROAD 114 Centroid PEI LP3 55 01CB004 WILMOT RIVER NEAR WILMOT VALLEY 46.1 Centroid PEI LP3 WSC 56 01CB005 NORTH BROOK NEAR WALL ROAD 12.9 Station PEI LP3 57 01CC002 WINTER RIVER NEAR SUFFOLK 19.3 Centroid PEI LP3 WSC 58 01CC003 WINTER RIVER AT BRACKLEY WELLS PUMPING STATION 4.92 Station PEI LP3 LP3(MO 01CC005 WEST RIVER AT RIVERDALE 70.3 Centroid PEI 59 M) 60 01CC010 WINTER RIVER AT UNION 11.7 Centroid PEI LP3 WSC 61 01CD002 MORELL RIVER AT PEAKES ROAD 129 Station PEI LP3 WSC 62 01CE004 BRUDENELL RIVER AT BRUDENELL 33.1 Station PEI LP3 WSC 63 01DD004 SHARPE BROOK AT LLOYDS 8.81 Station NS LP3 64 01DG003 BEAVERBANK RIVER NEAR KINSAC 96.5 Centroid NS LP3 65 01DG006 SHUBENACADIE RIVER AT ENFIELD 266 Centroid NS LP3 WSC 66 01DH003 FRASER BROOK NEAR ARCHIBALD 10.1 Station NS LP3

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 67 01DH004 NORTH RIVER AT NORTH RIVER 202 WSC NS LP3 Station WSC 68 01DH005 SALMON RIVER AT UNION 287 Station NS LP3 69 01DL001 KELLEY RIVER (MILL CREEK) AT EIGHT MILE FORD 66.8 Centroid NS LP3 WSC 70 01DN004 WALLACE RIVER AT WENTWORTH CENTRE 298 Station NS LP3 WSC 71 01DO001 RIVER JOHN AT WELSFORD 249 Station NS LP3 72 01DP004 MIDDLE RIVER OF PICTOU AT ROCKLIN 94.3 Centroid NS LP3 73 01DR001 SOUTH RIVER AT ST. ANDREWS 181 Centroid NS LP3 74 01EC001 ROSEWAY RIVER AT LOWER OHIO 497 Centroid NS LP3 75 01ED005 MERSEY RIVER BELOW GEORGE LAKE 426 Centroid NS LP3 76 01ED007 MERSEY RIVER BELOW MILL FALLS 295 Centroid NS LP3 77 01EE005 MOOSE PIT BROOK AT TUPPER LAKE 15.3 Centroid NS LP3 78 01EF001 LAHAVE RIVER AT WEST NORTHFIELD 1251 Centroid NS LP3 WSC 79 01EG002 GOLD RIVER AT MOSHER'S FALLS 370 Station NS LP3 WSC 80 01EH003 EAST RIVER AT ST. MARGARETS BAY 26.9 Station NS LP3 81 01EJ001 SACKVILLE RIVER AT BEDFORD 136 Centroid NS LP3 82 01EJ004 LITTLE SACKVILLE RIVER AT MIDDLE SACKVILLE 13.1 Centroid NS LP3 WSC LP3(MOM) 83 01EN002 LISCOMB RIVER AT LISCOMB MILLS 389 Station NS 84 01EO001 ST. MARYS RIVER AT STILLWATER 1342 Centroid NS LP3 WSC 85 01ER001 CLAM HARBOUR RIVER NEAR BIRCHTOWN 45.1 Station NS LP3 86 01FA001 RIVER INHABITANTS AT GLENORA 194 Centroid NS LP3 87 01FB001 NORTHEAST MARGAREE RIVER AT MARGAREE VALLEY 366 Centroid NS LP3 88 01FB003 SOUTHWEST MARGAREE RIVER NEAR UPPER MARGAREE 360 Centroid NS LP3 WSC 89 01FH001 GRAND RIVER AT LOCH LOMOND 120 Station NS LP3 WSC 90 02AA001 PIGEON RIVER AT MIDDLE FALLS 1550 Station ONT LP3 WSC 91 02AB008 NEEBING RIVER NEAR THUNDER BAY 187 Station ONT LP3 WSC 92 02AB014 NORTH CURRENT RIVER NEAR THUNDER BAY 111 Station ONT LP3 WSC 93 02AB017 WHITEFISH RIVER AT NOLALU 210 Station ONT LP3 WSC 94 02AB019 MCVICAR CREEK AT THUNDER BAY 46.4 Station ONT LP3 WSC 95 02AB021 CURRENT RIVER AT STEPSTONE 392 Station ONT LP3 WSC 96 02AC001 WOLF RIVER AT HIGHWAY NO. 17 736 Station ONT LP3 WSC 97 02AD010 BLACKWATER RIVER AT BEARDMORE 650 Station ONT LP3 WSC 98 02BA002 STEEL RIVER NEAR TERRACE BAY 1190 Station ONT LP3 WSC 99 02BA003 LITTLE PIC RIVER NEAR COLDWELL 1320 Station ONT LP3 WSC 100 02BA005 WHITESAND RIVER ABOVE SCHREIBER AT MINOVA MINE 20.9 Station ONT LP3 WSC 101 02BB002 BLACK RIVER NEAR MARATHON 1980 Station ONT LP3 WSC 102 02BB003 PIC RIVER NEAR MARATHON 4270 Station ONT LP3

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 103 02BD003 MAGPIE RIVER NEAR MICHIPICOTEN 1930 Station ONT LP3 WSC 104 02BF001 BATCHAWANA RIVER NEAR BATCHAWANA 1190 Station ONT LP3 WSC 105 02BF002 GOULAIS RIVER NEAR SEARCHMONT 1160 Station ONT LP3 WSC 106 02BF004 BIG CARP RIVER NEAR SAULT STE. MARIE 51.5 Station ONT LP3 WSC 107 02BF005 NORBERG CREEK (SITE A) ABOVE BATCHAWANA RIVER 11.5 Station ONT LP3 WSC 108 02BF006 NORBERG CREEK (SITE B) AT OUTLET OF TURKEY LAKE 8.64 Station ONT LP3 WSC 109 02BF007 NORBERG CREEK (SITE C) AT OUTLET OF LITTLE TURKEY LAKE 5.4 Station ONT LP3 WSC 110 02BF008 NORBERG CREEK (SITE D) BELOW WISHART LAKE 4.08 Station ONT LP3 WSC 111 02BF009 NORBERG CREEK (SITE E) BELOW BATCHAWANA LAKE 2.14 Station ONT LP3 WSC 112 02BF012 NORBERG CREEK (SITE F) AT OUTLET OF BATCHAWANA LAKE 1.15 Station ONT LP3 WSC 113 02CA002 ROOT RIVER AT SAULT STE. MARIE 108 Station ONT LP3 WSC 114 02CB003 AUBINADONG RIVER ABOVE SESABIC CREEK 1440 Station ONT LP3 WSC 115 02CF007 WHITSON RIVER AT CHELMSFORD 272 Station ONT LP3 WSC 116 02CF008 WHITSON RIVER AT VAL CARON 179 Station ONT LP3 WSC 117 02CF011 VERMILION RIVER NEAR VAL CARON 704 Station ONT LP3 WSC 118 02CF012 JUNCTION CREEK BELOW KELLEY LAKE 207 Station ONT LP3 WSC 119 02DB007 CONISTON CREEK ABOVE WANAPITEI RIVER 59 Station ONT LP3 WSC 120 02DD008 DUCHESNAY RIVER NEAR NORTH BAY 90.4 Station ONT LP3 WSC 121 02DD012 VEUVE RIVER NEAR VERNER 741 Station ONT LP3 WSC 122 02DD013 LA VASE RIVER AT NORTH BAY 70.4 Station ONT LP3 WSC 123 02DD014 CHIPPEWA CREEK AT NORTH BAY 37.3 Station ONT LP3 WSC 124 02DD015 COMMANDA CREEK NEAR COMMANDA 106 Station ONT LP3 WSC 125 02EA005 NORTH MAGNETAWAN RIVER NEAR BURK'S FALLS 321 Station ONT LP3 WSC 126 02EA010 NORTH MAGNETAWAN RIVER ABOVE PICKEREL LAKE 149 Station ONT LP3 WSC 127 02EC002 BLACK RIVER NEAR WASHAGO 1520 Station ONT LP3 WSC 128 02EC009 HOLLAND RIVER AT HOLLAND LANDING 181 Station ONT LP3 WSC 129 02EC010 SCHOMBERG RIVER NEAR SCHOMBERG 51.3 Station ONT LP3 WSC 130 02EC011 BEAVERTON RIVER NEAR BEAVERTON 282 Station ONT LP3 WSC 131 02EC018 PEFFERLAW BROOK NEAR UDORA 332 Station ONT LP3 WSC 132 02ED003 NOTTAWASAGA RIVER NEAR BAXTER 1180 Station ONT LP3 WSC 133 02ED007 COLDWATER RIVER AT COLDWATER 117 Station ONT LP3 WSC 134 02ED009 WILLOW CREEK ABOVE LITTLE LAKE 94.8 Station ONT LP3 WSC 135 02ED010 WILLOW CREEK AT MIDHURST 127 Station ONT LP3

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 136 02ED014 PINE RIVER NEAR EVERETT 195 Station ONT LP3 WSC 137 02ED015 MAD RIVER BELOW AVENING 239 Station ONT LP3 WSC 138 02ED024 NORTH RIVER AT THE FALLS 249 Station ONT LP3 WSC 139 02ED102 BOYNE RIVER AT EARL ROWE PARK 211 Station ONT LP3 WSC 140 02FA002 STOKES RIVER NEAR FERNDALE 50.5 Station ONT LP3 WSC 141 02FB007 SYDENHAM RIVER NEAR OWEN SOUND 181 Station ONT LP3 WSC 142 02FC011 CARRICK CREEK NEAR CARLSRUHE 163 Station ONT LP3 WSC 143 02FC016 SAUGEEN RIVER ABOVE DURHAM 329 Station ONT LP3 WSC 144 02FD001 PINE RIVER AT LURGAN 154 Station ONT LP3 WSC 145 02FD002 LUCKNOW RIVER AT LUCKNOW 54.9 Station ONT LP3 WSC 146 02FE008 MIDDLE MAITLAND RIVER NEAR BELGRAVE 648 Station ONT LP3 WSC 147 02FE009 SOUTH MAITLAND RIVER AT SUMMERHILL 376 Station ONT LP3 WSC 148 02FE011 MAITLAND RIVER NEAR HARRISTON 112 Station ONT LP3 WSC 149 02FF004 SOUTH PARKHILL CREEK NEAR PARKHILL 41.4 Station ONT LP3 WSC 150 02FF007 BAYFIELD RIVER NEAR VARNA 466 Station ONT LP3 WSC 151 02FF008 PARKHILL CREEK ABOVE PARKHILL RESERVOIR 110 Station ONT LP3 WSC 152 02GA010 NITH RIVER NEAR CANNING 1030 Station ONT LP3 WSC 153 02GA017 CONESTOGO RIVER AT DRAYTON 324 Station ONT LP3 WSC 154 02GA018 NITH RIVER AT NEW HAMBURG 552 Station ONT LP3 WSC 155 02GA037 SCHNEIDER CREEK AT KITCHENER 25.1 Station ONT LP3 WSC 156 02GA038 NITH RIVER ABOVE NITHBURG 326 Station ONT LP3 WSC 157 02GB007 FAIRCHILD CREEK NEAR BRANTFORD 360 Station ONT LP3 WSC 158 02GB009 KENNY CREEK NEAR BURFORD 91.9 Station ONT LP3 WSC 159 02GC002 KETTLE CREEK AT ST. THOMAS 329 Station ONT LP3 WSC 160 02GC010 BIG OTTER CREEK AT TILLSONBURG 342 Station ONT LP3 WSC 161 02GC018 CATFISH CREEK NEAR SPARTA 287 Station ONT LP3 WSC 162 02GC021 VENISON CREEK NEAR WALSINGHAM 68.4 Station ONT LP3 WSC 163 02GC029 KETTLE CREEK ABOVE ST. THOMAS 135 Station ONT LP3 WSC 164 02GC031 DODD CREEK BELOW PAYNES MILLS 95.4 Station ONT LP3 WSC 165 02GD004 MIDDLE THAMES RIVER AT THAMESFORD 306 Station ONT LP3 WSC 166 02GD009 TROUT CREEK NEAR ST. MARYS 140 Station ONT LP3 WSC 167 02GD010 FISH CREEK NEAR PROSPECT HILL 150 Station ONT LP3 WSC 168 02GD019 TROUT CREEK NEAR FAIRVIEW 36 Station ONT LP3

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 169 02GD020 WAUBUNO CREEK NEAR DORCHESTER 108 Station ONT LP3 WSC 170 02GD021 THAMES RIVER AT INNERKIP 149 Station ONT LP3 WSC 171 02GE005 DINGMAN CREEK BELOW LAMBETH 146 Station ONT LP3 WSC 172 02GE007 MCGREGOR CREEK NEAR CHATHAM 202 Station ONT LP3 WSC 173 02GG002 SYDENHAM RIVER NEAR ALVINSTON 730 Station ONT LP3 WSC 174 02GG003 SYDENHAM RIVER AT FLORENCE 1160 Station ONT LP3 WSC 175 02GG004 BEAR CREEK ABOVE WILKESPORT 609 Station ONT LN WSC 176 02GG005 SYDENHAM RIVER AT STRATHROY 172 Station ONT LP3 WSC 177 02GG006 BEAR CREEK NEAR PETROLIA 267 Station ONT LP3 WSC 178 02GG007 SYDENHAM RIVER NEAR DRESDEN 1240 Station ONT LP3 WSC 179 02GG009 BEAR CREEK BELOW BRIGDEN 533 Station ONT LP3 WSC 180 02GH002 RUSCOM RIVER NEAR RUSCOM STATION 125 Station ONT LP3 WSC 181 02GH003 CANARD RIVER NEAR LUKERVILLE 159 Station ONT LP3 WSC 182 02GH004 TURKEY CREEK AT WINDSOR 29.6 Station ONT LP3 WSC 183 02HA006 TWENTY MILE CREEK AT BALLS FALLS 293 Station ONT LP3 WSC 184 02HA014 REDHILL CREEK AT HAMILTON 60.9 Station ONT LP3 WSC 185 02HB004 EAST OAKVILLE CREEK NEAR OMAGH 199 Station ONT LP3 WSC 186 02HB012 GRINDSTONE CREEK NEAR ALDERSHOT 82.6 Station ONT LP3 WSC 187 02HB022 BRONTE CREEK AT CARLISLE 117 Station ONT LP3 WSC 188 02HB023 SPENCER CREEK AT HIGHWAY NO. 5 132 Station ONT LP3 WSC 189 02HC009 EAST HUMBER RIVER NEAR PINE GROVE 197 Station ONT LP3 WSC 190 02HC013 HIGHLAND CREEK NEAR WEST HILL 88.1 Station ONT LP3 WSC 191 02HC018 LYNDE CREEK NEAR WHITBY 106 Station ONT LP3 WSC 192 02HC019 DUFFINS CREEK ABOVE PICKERING 93.5 Station ONT LP3 WSC LP3(MOM) 193 02HC023 COLD CREEK NEAR BOLTON 62.2 Station ONT WSC 194 02HC025 HUMBER RIVER AT ELDER MILLS 303 Station ONT LP3 WSC 195 02HC028 LITTLE ROUGE CREEK NEAR LOCUST HILL 77.7 Station ONT LP3 WSC 196 02HC029 LITTLE DON RIVER AT DON MILLS 130 Station ONT LP3 WSC 197 02HC030 ETOBICOKE CREEK BELOW QUEEN ELIZABETH HIGHWAY 204 Station ONT LP3 WSC 198 02HC031 WEST HUMBER RIVER AT HIGHWAY NO. 7 148 Station ONT LP3 WSC 199 02HC032 EAST HUMBER RIVER AT KING CREEK 94.8 Station ONT LP3 WSC 200 02HC033 MIMICO CREEK AT ISLINGTON 70.6 Station ONT LP3 WSC 201 02HC049 DUFFINS CREEK AT AJAX 251 Station ONT LP3

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 202 02HD002 GANARASKA RIVER NEAR DALE 262 Station ONT LP3 WSC 203 02HD006 BOWMANVILLE CREEK AT BOWMANVILLE 82.9 Station ONT LP3 WSC 204 02HD007 SOPER CREEK AT BOWMANVILLE 77.7 Station ONT LP3 WSC 205 02HD008 OSHAWA CREEK AT OSHAWA 95.8 Station ONT LP3 WSC 206 02HD009 WILMOT CREEK NEAR NEWCASTLE 82.6 Station ONT LP3 WSC 207 02HD012 GANARASKA RIVER ABOVE DALE 232 Station ONT LP3 WSC 208 02HD013 HARMONY CREEK AT OSHAWA 41.6 Station ONT LP3 WSC 209 02HE001 BLOOMFIELD CREEK AT BLOOMFIELD 13.9 Station ONT LP3 WSC 210 02HG001 MARIPOSA BROOK NEAR LITTLE BRITAIN 189 Station ONT LP3 WSC 211 02HJ001 JACKSON CREEK AT PETERBOROUGH 110 Station ONT LP3 WSC 212 02HK007 COLD CREEK AT ORLAND 159 Station ONT LP3 WSC 213 02HL004 SKOOTAMATTA RIVER NEAR ACTINOLITE 712 Station ONT LP3 WSC 214 02HM004 WILTON CREEK NEAR NAPANEE 112 Station ONT LP3 WSC 215 02HM005 COLLINS CREEK NEAR KINGSTON 155 Station ONT LP3 WSC 216 02JB003 KINOJEVIS (RIVIERE) EN AVAL DE LA RIVIERE VILLEMONTEL 1680 Station QC LP3 WSC 217 02JB004 KINOJEVIS (RIVIERE) EN AVAL DU LAC PREISSAC 984 Station QC 3PLN WSC 218 02JB013 KINOJEVIS (RIVIERE) A CLERICY 2590 Station QC LP3 WSC 219 02JC008 BLANCHE RIVER ABOVE ENGLEHART 1780 Station ONT LP3 WSC 220 02KA003 PERCH LAKE OUTLET NEAR CHALK RIVER 7.3 Station ONT LP3 WSC 221 02KA004 PERCH LAKE INLET NO. 1 NEAR CHALK RIVER 0.93 Station ONT LP3 WSC 222 02KA005 PERCH LAKE INLET NO. 2 NEAR CHALK RIVER 3.6 Station ONT LP3 WSC 223 02KC014 INDIAN RIVER NEAR PEMBROKE 443 Station ONT LP3 WSC 224 02KD002 YORK RIVER NEAR BANCROFT 837 Station ONT GEV WSC 225 02KF011 CARP RIVER NEAR KINBURN 269 Station ONT LP3 WSC 226 02KF016 MISSISSIPPI RIVER BELOW MARBLE LAKE 357 Station ONT LP3 WSC 227 02KJ003 DUMOINE (RIVIERE) AU LAC DUMOINE 2110 Station QC LP3 WSC 228 02KJ007 KIPAWA (RIVIERE) AU LAC DUMOINE 2110 Station QC LP3 WSC 229 02LA007 JOCK RIVER NEAR RICHMOND 559 Station ONT LP3 WSC 230 02LB006 CASTOR RIVER AT RUSSELL 433 Station ONT LP3 WSC 231 02LB007 SOUTH NATION RIVER AT SPENCERVILLE 246 Station ONT LP3 WSC 232 02LB008 BEAR BROOK NEAR BOURGET 440 Station ONT LP3 WSC 233 02LB017 NORTH BRANCH SOUTH NATION RIVER NEAR HECKSTON 69.2 Station ONT LP3 WSC 234 02LB020 SOUTH CASTOR RIVER AT KENMORE 189 Station ONT LP3

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 235 02LB022 PAYNE RIVER NEAR BERWICK 152 Station ONT LP3 WSC 236 02LC027 DONCASTER (RIVIERE) AU LAC ELEVE 109 Station QC LP3 WSC 237 02LC043 SAINT-LOUIS (RUISSEAU) A SON EMBOUCHURE 39.9 Station QC LP3 WSC 238 02LD001 PETITE NATION (RIVIERE DE LA) A PORTAGE-DE-LA-NATION 1990 Station QC LP3 WSC 239 02LD005 PETITE NATION (RIVIERE DE LA) PRES DE RIPON 1330 Station QC LP3 WSC 240 02LG005 GATINEAU (RIVIERE) AUX RAPIDES CEIZUR 6840 Station QC LP3 WSC 241 02LH002 DESERT (RIVIERE) EN AMONT DE LA RIVIERE DE L'AIGLE 1780 Station QC LP3 WSC 242 02LH004 PICANOC (RIVIERE) PRES DE WRIGHT 1290 Station QC LP3 WSC 243 02MB006 LYN CREEK NEAR LYN 111 Station ONT LP3 WSC 244 02MC001 RAISIN RIVER NEAR WILLIAMSTOWN 404 Station ONT LP3 WSC 245 02MC026 RIVIERE BEAUDETTE NEAR GLEN NEVIS 124 Station ONT LP3 WSC 246 02NE011 CROCHE (RIVIERE) EN AVAL DU RUISSEAU CHANGY 1570 Station QC LP3 WSC 247 02NF003 MATAWIN (RIVIERE) A SAINT-MICHEL-DES-SAINTS 1390 Station QC LP3 WSC 248 02OA025 BELLE RIVIERE (RIVIERE) A SAINTE-SCHOLASTIQUE 28 Station QC LP3 WSC 249 02OA030 MASCOUCHE (RIVIERE) PRES DE SAINT-JANVIER 18.9 Station QC LP3 WSC 250 02OA057 ANGLAIS (RIVIERE DES) A RIVERFIELD 643 Station QC LP3 WSC 251 02OB037 ACHIGAN (RIVIERE DE L') A L'EPIPHANIE 647 Station QC LP3 WSC 252 02OD003 NICOLET (RIVIERE) EN AVAL DE LA RIVIERE BULSTRODE 1540 Station QC LP3 WSC 253 02OE018 HALL (RIVIERE) PRES D'EAST HEREFORD 220 Station QC LP3 WSC 254 02OE027 EATON (RIVIERE) PRES DE LA RIVIERE SAINT-FRANCOIS-3 642 Station QC LP3 WSC 255 02OE032 SAUMON (RIVIERE AU) EN AMONT DU RUISSEAU MOFFAT 738 Station QC LP3 WSC 256 02OF020 SAINT-GERMAIN (RIVIERE) A DRUMMONDVILLE 280 Station QC LP3 WSC 257 02OG007 YAMASKA NORD (RIVIERE) A VAL-SHEFFORD 153 Station QC LP3 WSC 258 02OG026 DAVID (RIVIERE) A SAINT-DAVID 342 Station QC LP3 WSC 259 02OG041 NOIRE (RIVIERE) EN AMONT DU RUISSEAU AU RUNNETS 583 Station QC LP3 WSC 260 02OH008 BROCHETS (RIVIERE AUX) EN AVAL 387 Station QC LP3 WSC 261 02OJ024 HURONS (RIVIERE DES) EN AVAL DU RUISSEAU SAINT-LOUIS-2 309 Station QC LP3 WSC 262 02OJ026 L'ACADIE (RIVIERE) PRES DE L'AUTOROUTE NO. 10 325 Station QC LP3 WSC 263 02PA007 BATISCAN (RIVIERE) EN AVAL DE LA RIVIERE DES ENVIES 4480 Station QC LP3 WSC 264 02PB002 SAINTE-ANNE (RIVIERE) A LA CENTRALE DE SAINT-ALBAN 1800 Station QC LP3 WSC 265 02PB006 SAINTE-ANNE (RIVIERE) (BRAS DU NORD DE LA) EN AMONT 642 Station QC LP3 WSC 266 02PC009 PORTNEUF (RIVIERE) PRES DE PORTNEUF 355 Station QC LP3 MONTMORENCY (RIVIERE) EN AVAL DU BARRAGE DES WSC 02PD002 1100 QC LP3 267 MARCHES NATURELLES Station 26

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 268 02PD004 MONTMORENCY (RIVIERE) EN AMONT DE LA RIVIERE BLANCHE 269 Station QC LP3 WSC 269 02PD006 NOIRE (RIVIERE) PRES DE LA RIVIERE MONTMORENCY 58.8 Station QC LP3 WSC 270 02PD012 EAUX VOLEES (RUISSEAU DES) 3.94 Station QC LP3 EAUX VOLEES (RUISSEAU DES) PRES DE LA RIVIERE WSC 02PD013 9.17 QC LP3 271 MONTMORENCY Station WSC 272 02PD014 AULNAIES OUEST (RUISSEAU DES) 1.22 Station QC LP3 AULNAIES (RUISSEAU DES) PRES DU RUISSEAU DES EAUX WSC 02PD015 3.57 QC LP3 273 VOLEES Station WSC 274 02PD018 LAFLAMME (RUISSEAU) A LA SORTIE DU LAC LAFLAMME 0.69 Station QC LP3 WSC 275 02PE009 GOUFFRE (RIVIERE DU) A BAIE-SAINT-PAUL 865 Station QC LP3 WSC 276 02PE014 DAUPHINE (RIVIERE) 24.9 Station QC LP3 WSC 277 02PG004 LOUP (RIVIERE DU) A LA ROUTE NO. 289 500 Station QC LP3 WSC 278 02PG022 OUELLE (RIVIERE) PRES DE SAINT-GABRIEL (KAMOURASKA) 795 Station QC LP3 WSC 279 02PJ002 CHAUDIERE (RIVIERE) EN AVAL DU RUISSEAU DROLET 1170 Station QC LP3 WSC 280 02PJ007 BEAURIVAGE (RIVIERE) A SAINTE-ETIENNE 709 Station QC LP3 WSC 281 02PJ030 FAMINE (RIVIERE) A SAINT-GEORGES 691 Station QC LP3 WSC 282 02PK005 CHENE (PETIT RIVIERE DU) A SAINTE-CECILE-DE-LEVRARD 356 Station QC LP3 WSC 283 02PL005 BECANCOUR (RIVIERE) EN AMONT DE LA RIVIERE PALMER 919 Station QC LP3 WSC 284 02PL007 BECANCOUR (RIVIERE) PRES DE SAINT-SYLVERE 2330 Station QC LP3 WSC 285 02PL009 BECANCOUR (RIVIERE) EN AVAL DU RUISSEAU SALABERRY 227 Station QC LP3 WSC 286 02PL012 BULLARD (RUISSEAU) A SAINT-JEAN-DE-BREBEUF 25.7 Station QC LP3 WSC 287 02QA002 RIMOUSKI (RIVIERE)-1 1610 Station QC LP3 WSC 288 02QA017 NEIGETTE (RIVIERE) 492 Station QC LP3 WSC 289 02QB011 CAP CHAT (RIVIERE) A CAP-CHAT 721 Station QC LP3 WSC 290 02QC001 MADELEINE (RIVIERE) A RIVIERE-LA-MADELEINE 1200 Station QC LP3 WSC 291 02QC009 SAINTE-ANNE (RIVIERE)-1 774 Station QC LP3 WSC 292 02QC014 RENARD (PETITE RIVIERE AU) PRES DE L'EMBOUCHURE 59.8 Station QC LP3 WSC 293 02RB004 MANOUANE (RIVIERE) A LA SORTIE DU LAC DUHAMEL 3600 Station QC LP3 WSC 294 02RC011 PERIBONCA (PETITE RIVIERE) 1090 Station QC LP3 WSC 295 02RD002 MISTASSIBI (RIVIERE) 9320 Station QC LP3 WSC 296 02RD003 MISTASSINI (RIVIERE) EN AMONT DE LA RIVIERE MISTASSIBI 9870 Station QC LP3 1530 WSC 02RF001 CHAMOUCHOUANE (RIVIERE) A LA CHUTE A MICHEL QC LP3 297 0 Station 1110 WSC 02RF002 CHAMOUCHOUANE (RIVIERE) EN AVAL DE LA RIVIERE DU CHEF QC LP3 298 0 Station WSC 299 02RF006 CHAMOUCHOUANE (RIVIERE) EN AVAL DU PONT DE LA ROUTE NO 167 4330 Station QC LP3 27

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 300 02RF009 SAUMONS (RIVIERE AUX) PRES DE L'EMBOUCHURE 585 Station QC LP3 WSC 301 02RH027 PIKAUBA (RIVIERE) EN AMONT DE LA RIVIERE APICA 495 Station QC LP3 WSC 302 02RH035 ECORES (RIVIERE AUX) 1110 Station QC LP3 WSC 303 02RH045 VALIN (RIVIERE) 746 Station QC LP3 SAINTE-MARGUERITE NORD-EST(RIVIERE) PRES DE LA RIV. WSC 02RH047 1100 QC LP3 304 STE.MARGUERITE-1 Station WSC 305 02RH048 HA HA (RIVIERE) 572 Station QC LP3 WSC 306 02RH049 PETIT SAGUENAY (RIVIERE) 736 Station QC LP3 WSC 307 02SC001 ESCOUMAINS (RIVIERE DES) A ESCOUMAINS 793 Station QC LP3 WSC 308 02SC002 PORTNEUF (RIVIERE) EN AMONT DES CHUTES PHILIAS 2010 Station QC LP3 WSC 309 02UA003 GODBOUT (RIVIERE) 1570 Station QC LP3 1900 WSC 02UC002 MOISIE (RIVIERE) QC LP3 310 0 Station WSC 311 02UC003 PEKANS (RIVIERE AUX) 3390 Station QC LP3 WSC 312 02VA001 TONNERRE (RIVIERE AU) 684 Station QC LP3 WSC 313 02VB004 MAGPIE (RIVIERE) A LA SORTIE DU LAC MAGPIE 7230 Station QC LP3 1300 WSC 02VC001 ROMAINE (RIVIERE) QC LP3 314 0 Station WSC 315 02WA001 NABISIPI (RIVIERE) 2060 Station QC LP3 WSC 316 02WA002 AGUANUS (RIVIERE) EN AMONT DE LA RIVIERE DANY 5590 Station QC LP3 NATASHQUAN (RIVIERE) EN AVAL DE LA DECHARGE DU LAC 1560 WSC 02WB003 QC LP3 317 ALIECTE 0 Station WSC 318 02WC001 ETAMAMIOU (RIVIERE) PRES DE L'EMBOUCHURE 2950 Station QC LP3 WSC 319 02WD001 HUILE (RIVIERE A L') PRES DE L'EMBOUCHURE 179 Station QC LP3 WSC 320 02WD003 JUPITER (RIVIERE) AU CAMP SPORTIF JUPITER 24 604 Station QC LP3 NFLD & 02XA003 LITTLE MECATINA RIVER ABOVE LAC FOURMONT 4540 Centroid LP3 321 LAB WSC NFLD & 02XA004 RIVIERE JOIR NEAR PROVINCIAL BOUNDARY 2060 LP3 322 Station LAB 1210 WSC 02XA007 PETIT MECATINA (RIVIERE DU) EN AVAL DU LAC BRETON QC LP3 323 0 Station SAINT-AUGUSTIN (RIVIERE) EN AVAL DE LA RIVIERE A WSC 02XB001 5750 QC LP3 324 LAMOUCHE Station WSC 325 02XB002 COXIPI (RIVIERE) A LA SORTIE DU LAC COXIPI 1060 Station QC LP3 WSC 326 02XC001 SAINT-PAUL (RIVIERE) EN AVAL DE LA RIVIERE BUJEAULT 6630 Station QC LP3 WSC NFLD & 02YA001 STE. GENEVIEVE RIVER NEAR FORRESTERS POINT 306 LP3(MOM) 327 Station LAB NFLD & 02YC001 TORRENT RIVER AT BRISTOL'S POOL 624 Centroid LP3 328 LAB NFLD & 02YD002 NORTHEAST BROOK NEAR RODDICKTON 200 Centroid LP3 329 LAB 28

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit NFLD & 02YE001 GREAVETT BROOK ABOVE PORTLAND CREEK POND 95.7 Centroid LP3 330 LAB NFLD & 02YG001 MAIN RIVER AT PARADISE POOL 627 Centroid LP3(MOM) 331 LAB NFLD & 02YJ001 HARRYS RIVER BELOW HIGHWAY BRIDGE 640 Centroid LP3 332 LAB WSC NFLD & 02YJ002 BLANCHE BROOK NEAR STEPHENVILLE 120 LP3 333 Station LAB NFLD & 02YK002 LEWASEECHJEECH BROOK AT LITTLE GRAND LAKE 470 Centroid LP3 334 LAB NFLD & 02YK005 SHEFFIELD BROOK NEAR TRANS CANADA HIGHWAY 391 Centroid LP3 335 LAB NFLD & 02YL001 UPPER HUMBER RIVER NEAR REIDVILLE 1639 Centroid LP3 336 LAB NFLD & 02YL004 SOUTH BROOK AT PASADENA 58.5 Centroid LP3 337 LAB NFLD & 02YL008 UPPER HUMBER RIVER ABOVE BLACK BROOK 471 Centroid 3PLN 338 LAB WSC NFLD & 02YM001 INDIAN BROOK AT INDIAN FALLS 974 LP3 339 Station LAB WSC NFLD & 02YM003 SOUTH WEST BROOK NEAR BAIE VERTE 93.2 LP3 340 Station LAB WSC NFLD & 02YN002 LLOYDS RIVER BELOW KING GEORGE IV LAKE 469 LP3 341 Station LAB WSC NFLD & 02YO003 RATTLING BROOK AT RATTLING BROOK POWERHOUSE 378 LP3 342 Station LAB NFLD & 02YO006 PETERS RIVER NEAR BOTWOOD 177 Centroid LP3 343 LAB NFLD & 02YO008 GREAT RATTLING BROOK ABOVE TOTE RIVER CONFLUENCE 773 Centroid LP3 344 LAB NFLD & 02YO012 SOUTHWEST BROOK AT LEWISPORTE 58.7 Centroid LP3 345 LAB WSC NFLD & 02YP001 SHOAL ARM BROOK NEAR BADGER BAY 63.8 LP3 346 Station LAB NFLD & 02YQ001 GANDER RIVER AT BIG CHUTE 4369 Centroid LP3 347 LAB WSC NFLD & 02YQ004 NORTHWEST GANDER RIVER NEAR GANDER LAKE 2200 LP3 348 Station LAB NFLD & 02YQ005 SALMON RIVER NEAR GLENWOOD 80.8 Centroid LP3 349 LAB NFLD & 02YR001 MIDDLE BROOK NEAR GAMBO 275 Centroid LP3 350 LAB WSC NFLD & 02YR002 RAGGED HARBOUR RIVER NEAR MUSGRAVE HARBOUR 399 LP3 351 Station LAB NFLD & 02YR003 INDIAN BAY BROOK NEAR NORTHWEST ARM 554 Centroid LP3 352 LAB WSC NFLD & 02YS001 TERRA NOVA RIVER AT EIGHT MILE BRIDGES 1290 LP3 353 Station LAB NFLD & 02YS003 SOUTHWEST BROOK AT TERRA NOVA NATIONAL PARK 36.7 Centroid LP3 354 LAB WSC NFLD & 02YS005 TERRA NOVA RIVER AT GLOVERTOWN 2000 LP3 355 Station LAB WSC NFLD & 02ZA001 LITTLE BARACHOIS BROOK NEAR ST. GEORGE'S 343 LP3 356 Station LAB 29

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit NFLD & 02ZA002 HIGHLANDS RIVER AT TRANS-CANADA HIGHWAY 72 Centroid LP3 357 LAB WSC NFLD & 02ZA003 LITTLE CODROY RIVER NEAR DOYLES 139 LP3 358 Station LAB NFLD & 02ZB001 ISLE AUX MORTS RIVER BELOW HIGHWAY BRIDGE 205 Centroid LP3 359 LAB WSC NFLD & 02ZC002 GRANDY BROOK BELOW TOP POND BROOK 230 LP3 360 Station LAB WSC NFLD & 02ZD002 GREY RIVER NEAR GREY RIVER 1340 LP3 361 Station LAB NFLD & 02ZE004 CONNE RIVER AT OUTLET OF CONNE RIVER POND 100 Centroid LP3 362 LAB NFLD & 02ZF001 BAY DU NORD RIVER AT BIG FALLS 1170 Centroid LP3 363 LAB NFLD & 02ZG001 GARNISH RIVER NEAR GARNISH 205 Centroid LP3 364 LAB WSC NFLD & 02ZG002 TIDES BROOK BELOW FRESHWATER POND 166 LP3 365 Station LAB NFLD & 02ZG003 SALMONIER RIVER NEAR LAMALINE 115 Centroid LP3 366 LAB WSC NFLD & 02ZG004 RATTLE BROOK NEAR BOAT HARBOUR 42.7 LP3 367 Station LAB NFLD & 02ZH001 PIPERS HOLE RIVER AT MOTHERS BROOK 764 Centroid LP3 368 LAB WSC NFLD & 02ZH002 COME BY CHANCE RIVER NEAR GOOBIES 43.3 LP3 369 Station LAB NFLD & 02ZJ001 SOUTHERN BAY RIVER NEAR SOUTHERN BAY 67.4 Centroid LP3 370 LAB WSC NFLD & 02ZJ002 SALMON COVE RIVER NEAR CHAMPNEYS 73.6 LP3 371 Station LAB WSC NFLD & 02ZJ003 SHOAL HARBOUR RIVER NEAR CLARENVILLE 106 3PLN 372 Station LAB NFLD & 02ZK001 ROCKY RIVER NEAR COLINET 301 Centroid LP3 373 LAB NFLD & 02ZK002 NORTHEAST RIVER NEAR PLACENTIA 89.6 Centroid LP3 374 LAB NFLD & 02ZK003 LITTLE BARACHOIS RIVER NEAR PLACENTIA 37.2 Centroid LP3 375 LAB NFLD & 02ZK004 LITTLE SALMONIER RIVER NEAR NORTH HARBOUR 104 Centroid LP3 376 LAB WSC NFLD & 02ZL003 SPOUT COVE BROOK NEAR SPOUT COVE 10.8 LP3 377 Station LAB NFLD & 02ZL004 SHEARSTOWN BROOK AT SHEARSTOWN 28.9 Centroid LP3 378 LAB WSC NFLD & 02ZM006 NORTHEAST POND RIVER AT NORTHEAST POND 3.63 LP3 379 Station LAB NFLD & 02ZM008 WATERFORD RIVER AT KILBRIDE 52.7 Centroid LP3 380 LAB NFLD & 02ZM009 SEAL COVE BROOK NEAR CAPPAHAYDEN 53.6 Centroid LP3 381 LAB WSC NFLD & 02ZM018 VIRGINIA RIVER AT PLEASANTVILLE 10.7 LP3 382 Station LAB WSC NFLD & 02ZM020 LEARY BROOK AT PRINCE PHILIP DRIVE 17.8 LP3 383 Station LAB 30

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC NFLD & 02ZN001 NORTHWEST BROOK AT NORTHWEST POND 53.3 LP3 384 Station LAB 1870 WSC 03AB003 WASWANIPI (RIVIERE) EN AVAL DE LA RIVIERE OPAWICA QC LP3 385 0 Station WSC 386 03AC001 BELL (RIVIERE) A SENNETERRE-2 2010 Station QC LP3 WSC 387 03AC002 MEGISCANE (RIVIERE) PRES DE MEGISCANE 8310 Station QC LP3 2220 WSC 03AC004 BELL (RIVIERE) EN AMONT DU LAC MATAGAMI QC LP3 388 0 Station WSC 389 03BA003 TEMISCAMIE (RIVIERE) PRES DE LAC ALBANEL 7280 Station QC LP3 1810 WSC 03BB002 RUPERT (RIVIERE DE) ET LE CHENAL CHIPASTOUC QC LP3 390 0 Station WSC 391 03BD002 BROADBACK (RIVIERE) A LA SORTIE DU LAC QUENONISCA 9820 Station QC LP3 WSC 392 03BF001 PONTAX (RIVIERE) PRES DE L'EMBOUCHURE 6090 Station QC LP3 EASTMAIN (RIVIERE) EN AMONT DE LA RIVIERE 1160 WSC 03CA001 QC LP3 393 CAUOUATSTACAU 0 Station WSC 394 03CB003 EAU CLAIRE (RIVIERE A L') 1870 Station QC LP3 2140 WSC 03CB004 EASTMAIN (RIVIERE) A LA TETE DE LA GORGE PROSPER QC LP3 395 0 Station WSC 396 03CD001 GIARD (RIVIERE) 1970 Station QC LP3 WSC 397 03CD002 OPINACA (RIVIERE) EN AMONT DE LA RIVIERE GIARD-2 3700 Station QC LP3 WSC 398 03CE001 GIPOULOUX (RIVIERE) 3390 Station QC LP3 1280 WSC 03DA002 GRANDE RIVIERE (LA) EN AVAL DU LAC PUISSEAUX QC LP3 399 0 Station WSC 400 03DB004 KANAAUPSCOW (RIVIERE) EN AMONT DE LA RIVIERE GRIAULT 9320 Station QC LP3 3700 WSC 03DC002 GRANDE RIVIERE (LA) EN AMONT DE LA RIVIERE DE PONTOIS QC LP3 401 0 Station 1020 WSC 03DC003 LAFORGE (RIVIERE) PRES DE LA GRAND RIVIERE QC LP3 402 0 Station 1320 WSC 03DD002 DE PONTOIS (RIVIERE) EN AMONT DE LA RIVIERE SAKAMI QC LP3 403 0 Station 1090 WSC 03DE001 SAKAMI (RIVIERE) PRES DE LA GRANDE RIVIERE QC LP3 404 0 Station WSC 405 03DE002 SAKAMI (RIVIERE) EN AMONT DU LAC SAKAMI 1860 Station QC LP3 WSC 406 03EC001 DENYS (RIVIERE) PRES DE LA GRANDE RIVIERE DE LA BALEINE 4660 Station QC LP3 WSC 407 03ED004 COATS (RIVIERE) PRES DE LA GRANDE RIVIERE DE LA BALEINE 7280 Station QC LP3 WSC 408 03EE003 ANISTUWACH (RIVIERE) A LA SORTIE DU LAC PISTINIKW 4370 Station QC LP3 1250 WSC 03FA002 NASTAPOCA (RIVIERE) PRES DE L'EMBOUCHURE QC LP3 409 0 Station WSC 410 03FB001 EAU CLAIRE (RIVIERE A L') A LA SORTIE DU LAC L'EAU CLAIRE 3830 Station QC LP3 WSC 411 03FB002 NORD (RIVIERE DU) PRES DE L'EMBOUCHURE 1410 Station QC LP3 WSC 412 03FC001 BOUTIN (RIVIERE) EN AVAL DU CHENAL QUENET 1390 Station QC LP3 31

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 1170 WSC 03FC003 BALEINE (PETITE RIVIERE DE LA) QC LP3 413 0 Station WSC 414 03FC005 BOUTIN (RIVIERE) EN AMONT DU CHENAL QUENET 1220 Station QC LP3 1040 WSC 03FC007 BOUTIN (RIVIERE) A LA SORTIE DES LAC MOLLET-2 QC LP3 415 0 Station 1040 WSC 03FC008 BALEINE (PETITE RIVIERE DE LA) EN AMONT DU CHENAL ANCEL QC LP3 416 0 Station 1120 WSC 03GB001 INNUKSUAC (RIVIERE) PRES DE L'EMBOUCHURE QC LP3 417 0 Station ARNAUD (PAYNE)(RIVIERE) EN AMONT DE LA RIVIERE HAMELIN- 2690 WSC 03HA001 QC LP3 418 1 0 Station WSC 419 03HA009 HAMELIN (RIVIERE) PRES DE LA RIVIERE ARNAUD (PAYNE)-1 4120 Station QC LP3 4170 WSC 03JB001 FEUILLES (RIVIERE AUX) EN AVAL DE LA RIVIERE PELADEAU QC LP3 420 0 Station WSC 421 03KA001 MELEZES (RIVIERE AUX) EN AMONT DE LA RIVIERE DU GUE 8830 Station QC LP3 CANIAPISCAU (RIVIERE) EN AMONT DE LA DECHARGE DU LAC 2030 WSC 03LA002 QC LP3 422 CHASTRIER 0 Station WSC 423 03LD004 SWAMPY BAY (RIVIERE) 8990 Station QC LP3 WSC 424 03MB001 FALSE (RIVIERE) 2140 Station QC LP3 WSC 425 03MC001 TUNULIC (RIVIERE) PRES DE L'EMBOUCHURE 3680 Station QC 3PLN WSC NFLD & 03NF001 UGJOKTOK RIVER BELOW HARP LAKE 7570 LN 426 Station LAB WSC NFLD & 03NG001 KANAIRIKTOK RIVER BELOW SNEGAMOOK LAKE 8930 LP3 427 Station LAB 1900 WSC NFLD & 03OA001 ASHUANIPI RIVER AT MENIHEK RAPIDS LP3 428 0 Station LAB 2140 WSC NFLD & 03OC006 ATIKONAK RIVER AT GABBRO LAKE LN 429 0 Station LAB 6920 WSC NFLD & 03OD005 CHURCHILL RIVER AT CHURCHILL FALLS POWERHOUSE LP3 430 0 Station LAB NFLD & 03OE003 MINIPI RIVER BELOW MINIPI LAKE 2330 Centroid LP3 431 LAB WSC NFLD & 03PB002 NASKAUPI RIVER BELOW NASKAUPI LAKE 4480 LP3 432 Station LAB 1090 NFLD & 03QC001 EAGLE RIVER ABOVE FALLS Centroid LP3 433 0 LAB WSC 434 04CA003 ROSEBERRY RIVER ABOVE ROSEBERRY LAKES 619 Station ONT LP3 1080 WSC 04CB001 WINDIGO RIVER ABOVE MUSKRAT DAM LAKE ONT LP3 435 0 Station WSC 436 04CD002 SACHIGO RIVER BELOW OUTLET OF SACHIGO LAKE 4270 Station ONT LP3 WSC 437 04CE002 FAWN RIVER BELOW BIG TROUT LAKE 4350 Station ONT LP3 WSC 438 04DC002 SHAMATTAWA RIVER AT OUTLET OF SHAMATTAWA LAKE 4710 Station ONT LP3 WSC 439 04FA002 KAWINOGANS RIVER NEAR PICKLE CROW 1540 Station ONT LP3 WSC 440 04FA003 PINEIMUTA RIVER AT EYES LAKE 4900 Station ONT LP3 32

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 441 04GA002 CAT RIVER BELOW WESLEYAN LAKE 5390 Station ONT LP3 WSC 442 04GB005 BRIGHTSAND RIVER AT MOBERLEY 1170 Station ONT LP3 WSC 443 04GF001 MUSWABIK RIVER AT OUTLET OF MUSWABIK LAKE 1890 Station ONT LP3 WSC 444 04JA002 KABINAKAGAMI RIVER AT HIGHWAY NO. 11 3780 Station ONT LP3 WSC 445 04JC002 NAGAGAMI RIVER AT HIGHWAY NO. 11 2410 Station ONT LP3 WSC 446 04JC003 SHEKAK RIVER AT HIGHWAY NO. 11 3290 Station ONT LP3 WSC 447 04JD005 PAGWACHUAN RIVER AT HIGHWAY NO. 11 2020 Station ONT LP3 WSC 448 04JF001 LITTLE CURRENT RIVER AT PERCY LAKE 5360 Station ONT LP3 WSC 449 04KA001 KWATABOAHEGAN RIVER NEAR THE MOUTH 4250 Station ONT LP3 WSC 450 04KA002 HALFWAY CREEK AT MOOSONEE 133 Station ONT LP3 WSC 451 04MD004 PORCUPINE RIVER AT HOYLE 401 Station ONT LP3 WSC 452 04MF001 NORTH FRENCH RIVER NEAR THE MOUTH 6680 Station ONT LP3 WSC 453 04NA001 HARRICANA (RIVIERE) A AMOS 3680 Station QC LP3 1120 WSC 04NB001 TURGEON (RIVIERE) EN AMONT DE LA RIVIERE HARRICANA QC LP3 454 0 Station 455 05AA004 PINCHER CREEK AT PINCHER CREEK 157 Centroid ALTA LP3 456 05AA008 CROWSNEST RIVER AT FRANK 403 Centroid ALTA LP3 457 05AA022 CASTLE RIVER NEAR BEAVER MINES 821 Centroid ALTA LP3 458 05AA023 OLDMAN RIVER NEAR WALDRON'S CORNER 1446 Centroid ALTA LP3 459 05AA024 OLDMAN RIVER NEAR BROCKET 4382 Centroid ALTA LP3 460 05AA026 DUTCH CREEK NEAR THE MOUTH 143 Centroid ALTA LP3 461 05AA027 RACEHORSE CREEK NEAR THE MOUTH 218 Centroid ALTA LP3 WSC 462 05AA028 CASTLE RIVER AT RANGER STATION 376 Station ALTA LP3 463 05AB013 BEAVER CREEK NEAR BROCKET 256 Centroid ALTA LP3 464 05AB029 MEADOW CREEK NEAR THE MOUTH 130 Centroid ALTA LP3 465 05AC023 LITTLE BOW RIVER NEAR THE MOUTH 3297 Centroid ALTA LP3 466 05AD005 BELLY RIVER NEAR MOUNTAIN VIEW 319 Centroid ALTA LP3 467 05AD010 DRYWOOD CREEK NEAR THE MOUTH 227 Centroid ALTA LP3 468 05AD016 DRYWOOD CREEK NEAR TWIN BUTTE 30.5 Centroid ALTA LP3 469 05AD035 PRAIRIE BLOOD COULEE NEAR LETHBRIDGE 226 Centroid ALTA LP3 470 05AE002 LEE CREEK AT CARDSTON 312 Centroid ALTA LP3 471 05AE005 ROLPH CREEK NEAR KIMBALL 187 Centroid ALTA LP3 472 05AE016 POTHOLE CREEK AT RUSSELL'S RANCH 712 Centroid ALTA LP3 473 05AE027 ST. MARY RIVER AT INTERNATIONAL BOUNDARY 1157 Centroid ALTA LP3 474 05AH003 ROSS CREEK NEAR IRVINE 613 Centroid ALTA LP3 475 05AH005 SEVEN PERSONS CREEK AT MEDICINE HAT 1760 Centroid ALTA GEV 476 05AH037 GROS VENTRE CREEK NEAR DUNMORE 206 Centroid ALTA LP3 477 05AH041 PEIGAN CREEK NEAR PAKOWKI ROAD 425 Centroid ALTA LP3 478 05BA001 BOW RIVER AT LAKE LOUISE 422 Centroid ALTA LP3 33

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 479 05BB001 BOW RIVER AT BANFF 2210 Centroid ALTA LP3 480 05BB004 BREWSTER CREEK NEAR BANFF 110 Centroid ALTA LP3 481 05BB005 REDEARTH CREEK NEAR THE MOUTH 151 Centroid ALTA LP3 482 05BC001 SPRAY RIVER AT BANFF 751 Centroid ALTA LP3 483 05BD005 CASCADE RIVER ABOVE LAKE MINNEWANKA 452 Centroid ALTA LP3 484 05BF003 KANANASKIS RIVER ABOVE POCATERRA CREEK 359 Centroid ALTA LP3 485 05BF016 MARMOT CREEK MAIN STEM NEAR SEEBE 9.08 Centroid ALTA LP3 486 05BF025 KANANASKIS RIVER BELOW BARRIER DAM 897 Centroid ALTA LP3 487 05BG006 WAIPAROUS CREEK NEAR THE MOUTH 333 Centroid ALTA LP3 488 05BH003 NOSE CREEK AT CALGARY 589 Centroid ALTA GEV 489 05BH009 JUMPINGPOUND CREEK NEAR THE MOUTH 571 Centroid ALTA LP3 WSC 490 05BJ001 ELBOW RIVER BELOW GLENMORE DAM 1236 Station ALTA LP3 491 05BJ004 ELBOW RIVER AT BRAGG CREEK 791 Centroid ALTA LP3 WSC 492 05BJ010 ELBOW RIVER AT SARCEE BRIDGE 1189 Station ALTA GEV 493 05BK001 FISH CREEK NEAR PRIDDIS 261 Centroid ALTA LP3 494 05BL007 STIMSON CREEK NEAR PEKISKO 236 Centroid ALTA LP3 495 05BL013 THREEPOINT CREEK NEAR MILLARVILLE 507 Centroid ALTA LP3 496 05BL014 SHEEP RIVER AT BLACK DIAMOND 594 Centroid ALTA LP3 497 05BL019 HIGHWOOD RIVER AT DIEBEL'S RANCH 774 Centroid ALTA LP3 498 05BL021 HIGHWOOD RIVER BELOW PICKLEJAR CREEK 132 Centroid ALTA LP3 499 05BL022 CATARACT CREEK NEAR FORESTRY ROAD 165 Centroid ALTA LP3 500 05BL023 PEKISKO CREEK NEAR LONGVIEW 232 Centroid ALTA LP3 501 05BL024 HIGHWOOD RIVER NEAR THE MOUTH 3941 Centroid ALTA LP3 502 05BM007 PARFLESH CREEK NEAR CHANCELLOR 110 Centroid ALTA LP3 503 05CA002 JAMES RIVER NEAR SUNDRE 821 Centroid ALTA LP3 504 05CA003 DEER CREEK (MAIN STEM) NEAR SUNDRE 5.58 Centroid ALTA LP3 505 05CA009 RED DEER RIVER BELOW BURNT TIMBER CREEK 2246 Centroid ALTA LP3 LP3 05CB001 LITTLE RED DEER RIVER NEAR THE MOUTH 2439 Centroid ALTA 506 (MOM) LP3 05CB002 LITTLE RED DEER RIVER NEAR WATER VALLEY 451 Centroid ALTA 507 (MOM) 508 05CB004 RAVEN RIVER NEAR RAVEN 634 Centroid ALTA LP3 509 05CC001 BLINDMAN RIVER NEAR BLACKFALDS 1458 Centroid ALTA LP3 510 05CC007 MEDICINE RIVER NEAR ECKVILLE 1857 Centroid ALTA LP3 511 05CC008 BLINDMAN RIVER NEAR BLUFFTON 353 Centroid ALTA LP3 512 05CC009 LLOYD CREEK NEAR BLUFFTON 239 Centroid ALTA LP3 513 05CE002 KNEEHILLS CREEK NEAR DRUMHELLER 1965 Centroid ALTA LP3 514 05CE005 ROSEBUD RIVER AT REDLAND 2199 Centroid ALTA 3LN 515 05CE006 ROSEBUD RIVER BELOW CARSTAIRS CREEK 642 Centroid ALTA LP3 516 05CE007 THREEHILLS CREEK NEAR CARBON 956 Centroid ALTA LP3 517 05CG004 BULLPOUND CREEK NEAR WATTS 169 Centroid ALTA LP3 518 05CH008 BERRY CREEK NEAR ROSE LYNN 781 Centroid ALTA LP3 519 05CK001 BLOOD INDIAN CREEK NEAR THE MOUTH 384 Centroid ALTA 3LN

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 520 05CK005 ALKALI CREEK NEAR THE MOUTH 309 Centroid ALTA LP3 521 05DA009 NORTH SASKATCHEWAN RIVER AT WHIRLPOOL POINT 1923 Centroid ALTA LP3 522 05DA010 SILVERHORN CREEK NEAR THE MOUTH 21 Centroid ALTA LP3 523 05DB001 CLEARWATER RIVER NEAR ROCKY MOUNTAIN HOUSE 3220 Centroid ALTA LP3 524 05DB002 PRAIRIE CREEK NEAR ROCKY MOUNTAIN HOUSE 844 Centroid ALTA LP3 525 05DB003 CLEARWATER RIVER ABOVE LIMESTONE CREEK 1343 Centroid ALTA LP3 526 05DB005 PRAIRIE CREEK BELOW LICK CREEK 208 Centroid ALTA LP3 527 05DC006 RAM RIVER NEAR THE MOUTH 2253 Centroid ALTA LP3 528 05DC011 NORTH RAM RIVER AT FORESTRY ROAD 347 Centroid ALTA LP3 529 05DD007 BRAZEAU RIVER BELOW CARDINAL RIVER 2601 Centroid ALTA LP3 530 05DD008 CARDINAL RIVER NEAR THE MOUTH 493 Centroid ALTA LP3 531 05DD009 NORDEGG RIVER AT SUNCHILD ROAD 876 Centroid ALTA LP3 532 05DE007 ROSE CREEK NEAR ALDER FLATS 559 Centroid ALTA LP3 533 05DF004 STRAWBERRY CREEK NEAR THE MOUTH 589 Centroid ALTA LP3 534 05DF006 WHITEMUD CREEK NEAR ELLERSLIE 307 Centroid ALTA LP3 535 05EA010 STURGEON RIVER NEAR MAGNOLIA BRIDGE 121 Centroid ALTA LP3 536 05EC002 WASKATENAU CREEK NEAR WASKATENAU 207 Centroid ALTA LP3 537 05EC005 REDWATER RIVER NEAR THE MOUTH 1163 Centroid ALTA LP3 538 05EE003 VERMILION RIVER NEAR VEGREVILLE 340 Centroid ALTA LP3 539 05EE007 VERMILION RIVER NEAR MARWAYNE 2002 Centroid ALTA LP3 540 05EF004 MONNERY RIVER NEAR PARADISE HILL 582 Centroid SASK LP3 541 05EF005 BIG GULLY CREEK NEAR MAIDSTONE 473 Centroid SASK LP3 542 05EG004 CRYSTAL CREEK NEAR IFFLEY 274 Centroid SASK LP3 543 05FA014 MASKWA CREEK NO. 1 ABOVE BEARHILLS LAKE 61.2 Centroid ALTA LP3 544 05FA022 PIPESTONE CREEK BELOW BIGSTONE CREEK 724 Centroid ALTA LP3 545 05FB002 IRON CREEK NEAR HARDISTY 815 Centroid ALTA LP3 546 05FC001 BATTLE RIVER NEAR FORESTBURG 3615 Centroid ALTA LP3 547 05FC002 BIGKNIFE CREEK NEAR GADSBY 194 Centroid ALTA LP3 548 05FD005 RIBSTONE CREEK NEAR CZAR 729 Centroid ALTA LP3 549 05FE002 BUFFALO CREEK AT HIGHWAY NO. 41 147 Centroid ALTA LP3 550 05FF003 CUT KNIFE CREEK NEAR CUT KNIFE 334 Centroid SASK LP3 551 05GA003 MONITOR CREEK NEAR MONITOR 227 Centroid ALTA LP3 552 05GB004 MUDDY LAKE INFLOW NEAR REVENUE 52.2 Centroid SASK LP3 553 05GC002 EAGLE CREEK NEAR ANGLIA 1116 Centroid SASK LP3 554 05GC006 EAGLE CREEK NEAR ENVIRON 2068 Centroid SASK LP3 555 05GC007 OPUNTIA LAKE WEST INFLOW 44.8 Centroid SASK LP3 556 05GF001 SHELL BROOK NEAR SHELLBROOK 681 Centroid SASK LP3 557 05GF002 STURGEON RIVER NEAR PRINCE ALBERT 2057 Centroid SASK LP3 558 05GG010 GARDEN RIVER NEAR HENRIBOURG 356 Centroid SASK LP3 559 05HA003 BEAR CREEK NEAR PIAPOT 256 Centroid SASK LP3 560 05HA015 BRIDGE CREEK AT GULL LAKE 300 Centroid SASK LP3 LP3 05HA069 GAP CREEK BELOW DOWNIE LAKE DIVERSION 217 Centroid SASK 561 (MOM) 562 05HA072 GAP CREEK ABOVE JUNCTION RESERVOIR 527 Centroid SASK LP3 35

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 563 05HC003 SNIPE LAKE NORTH INFLOW 34.6 Centroid SASK LP3 564 05HC005 ANTELOPE CREEK NEAR CABRI 106 Centroid SASK LP3 565 05HE001 SNAKEBITE CREEK NEAR BEECHY 211 Centroid SASK LP3 566 05HF014 CREIGHTON TRIBUTARY NEAR TOTNES 10 Centroid SASK LP3 567 05HF022 UNNAMED CREEK NEAR CUTBANK 20 Centroid SASK LP3 568 05HG002 BRIGHTWATER CREEK NEAR KENASTON 193 Centroid SASK LP3 569 05HH002 CROMARTY CREEK NEAR BIRCH HILLS 70.4 Centroid SASK LP3 LP3 05HH003 KOHLESCHMIDT CREEK NEAR ROSTHERN 133 Centroid SASK 570 (MOM) 571 05JA002 WOOD RIVER NEAR LAFLECHE 3790 Centroid SASK LP3 572 05JA003 MCDONALD CREEK NEAR MCCORD 257 Centroid SASK LP3 573 05JB004 NOTUKEU CREEK ABOVE ADMIRAL RESERVOIR 339 Centroid SASK LP3 574 05JB007 MOSQUITO CREEK NEAR PAMBRUN 87.2 Centroid SASK LP3 575 05JC004 RUSHLAKE CREEK ABOVE HIGHFIELD RESERVOIR 279 Centroid SASK LP3 576 05JC006 WIWA CREEK NEAR ST. BOSWELLS 942 Centroid SASK LP3 577 05JC007 FLOWING WELL WEST INFLOW NEAR FLOWING WELL 87.1 Centroid SASK LP3 578 05JD004 LAKE OF THE RIVERS WEST INFLOW 44.1 Centroid SASK LP3 LP3 05JE002 MOOSE JAW RIVER NEAR LANG 387 Centroid SASK 579 (MOM)) 580 05JE004 MOOSE JAW RIVER NEAR ROULEAU 1627 Centroid SASK LP3 581 05JE005 AVONLEA CREEK NEAR ROULEAU 520 Centroid SASK 3LN 582 05JE009 BROKENSHELL CREEK NEAR TROSSACHS 138 Centroid SASK LP3 LP3 05JF004 WASCANA CREEK NEAR SEDLEY 220 Centroid SASK 583 (MOM) 584 05JF008 FAHLMAN CREEK NEAR DAVIN 15.3 Centroid SASK LP3 585 05JF011 COTTONWOOD CREEK NEAR LUMSDEN 271 Centroid SASK LP3 586 05JF014 HUNTER CREEK NEAR RICHARDSON 105 Centroid SASK LP3 587 05JG013 RIDGE CREEK NEAR BRIDGEFORD 233 Centroid SASK LP3 588 05JG014 ISKWAO CREEK NEAR CRAIK 113 Centroid SASK LP3 589 05JH001 ARM RIVER NEAR BETHUNE 661 Centroid SASK LP3 LP3 05JJ003 LANIGAN CREEK ABOVE BOULDER LAKE 430 Centroid SASK 590 (MOM) LP3 05JJ009 SALINE CREEK NEAR NOKOMIS 83.3 Centroid SASK 591 (MOM) 592 05JJ010 LANIGAN CREEK NEAR LANIGAN 292 Centroid SASK LP3 593 05JK004 JUMPING DEER CREEK NEAR LIPTON 155 Centroid SASK 3LN 594 05JL005 PHEASANT CREEK NEAR ABERNETHY 220 Centroid SASK LP3 595 05JM010 EKAPO CREEK NEAR MARIEVAL 378 Centroid SASK LP3 596 05JM012 KAPOSVAR CREEK NEAR ESTERHAZY 156 Centroid SASK LP3 597 05JM015 CUTARM CREEK NEAR SPY HILL 213 Centroid SASK LP3 598 05KA009 GOOSEHUNTING CREEK NEAR BEATTY 393 Centroid SASK LP3 599 05KB003 CARROT RIVER NEAR ARMLEY 2713 Centroid SASK LP3 600 05KB005 BURNTOUT BROOK NEAR ARBORFIELD 292 Centroid SASK LP3 GEV 05KB006 LEATHER RIVER NEAR STAR CITY 121 Centroid SASK 601 (MOM) 602 05KB011 DOGHIDE RIVER NEAR RUNCIMAN 439 Centroid SASK LP3 36

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 603 05KE002 TORCH RIVER NEAR LOVE 4637 Centroid SASK LP3 604 05KE005 WHITE FOX RIVER NEAR GARRICK 1770 Centroid SASK LP3 605 05KE007 KELSEY CREEK NEAR GARRICK 120 Centroid SASK LP3 606 05KF001 BALLANTYNE RIVER ABOVE BALLANTYNE BAY 1864 Centroid SASK LP3 607 05KJ014 PASQUIA RIVER AT HIGHWAY NO. 9 74.3 Centroid SASK LP3 608 05LA004 PIPESTONE CREEK NEAR ROSE VALLEY 556 Centroid SASK LP3 609 05LB002 ETOMAMI RIVER NEAR BERTWELL 1825 Centroid SASK LP3 610 05LB004 LOISELLE CREEK NEAR HUDSON BAY 82.3 Centroid SASK LP3 611 05LB005 RED DEER RIVER NEAR STEEN 2295 Centroid SASK LP3 612 05LB007 FIR RIVER NEAR HUDSON BAY 513 Centroid SASK LP3 613 05LB010 PRAIRIE RIVER NEAR PRAIRIE RIVER 340 Centroid SASK LP3 614 05LD001 OVERFLOWING RIVER AT OVERFLOWING RIVER 3104 Centroid SASK LP3 615 05LD003 OVERFLOWING RIVER NEAR HUDSON BAY 350 Centroid SASK LP3 616 05LE004 WOODY RIVER NEAR BOWSMAN 2083 Centroid MAN LP3 617 05LE005 ROARING RIVER NEAR MINITONAS 840 Centroid MAN LP3 618 05LE006 SWAN RIVER NEAR MINITONAS 3594 Centroid SASK LP3 619 05LE010 BIRCH RIVER NEAR BIRCH RIVER 137 Centroid MAN LP3 620 05LE011 MALONECK CREEK NEAR PELLY 166 Centroid SASK LP3 621 05LF001 STEEPROCK RIVER NEAR MAFEKING 300 Centroid MAN LP3 622 05LF002 BELL RIVER NEAR BELLSITE 170 Centroid MAN LP3 623 05LG001 NORTH PINE RIVER NEAR PINE RIVER 210 Centroid MAN LP3 624 05LG004 NORTH DUCK RIVER AT COWAN 228 Centroid MAN LP3 625 05LG006 GARLAND RIVER NEAR DUCK RIVER 435 Centroid MAN LP3 626 05LJ005 OCHRE RIVER AT OCHRE RIVER 345 Centroid MAN LP3 627 05LJ007 TURTLE RIVER NEAR LAURIER 954 Centroid MAN LP3 628 05LJ011 WILSON RIVER NEAR DAUPHIN 827 Centroid MAN LP3 629 05LJ012 VERMILION RIVER NEAR DAUPHIN 676 Centroid MAN LP3 630 05LJ016 FORK RIVER NEAR ETHELBERT 263 Centroid MAN LP3 631 05LJ019 MINK CREEK NEAR ETHELBERT 135 Centroid MAN LP3 632 05LJ021 VALLEY RIVER NEAR GRANDVIEW 1078 Centroid MAN LP3 633 05LJ027 MCKINNON CREEK NEAR MCCREARY 70 Centroid MAN LP3 634 05LJ801 WILSON CREEK NEAR MCCREARY 23.5 Centroid MAN LP3 635 05LL009 STONY CREEK NEAR NEEPAWA 152 Centroid MAN LP3 636 05LL013 BOGGY CREEK ABOVE LAKE IRWIN 201 Centroid MAN LP3 637 05LL014 PINE CREEK NEAR MELBOURNE 95.7 Centroid MAN 3LN(MOM) 638 05LL015 BIG GRASS RIVER NEAR GLENELLA 1066 Centroid MAN LP3 LP3 05LL017 NORTH SNAKE CREEK NEAR BIRNIE 61.7 Centroid MAN 639 (MOM) 640 05LL028 BEAVER CREEK EAST OF BEAVER 292 Centroid MAN LP3 641 05MA011 BIRCH CREEK NEAR ELFROS 253 Centroid SASK LP3 642 05MA012 IRONSPRING CREEK NEAR WATSON 317 Centroid SASK LP3 643 05MA016 ROMANCE CREEK NEAR WATSON 206 Centroid SASK Weibull 644 05MA020 QUILL CREEK NEAR QUILL LAKE 89.8 Centroid SASK LP3

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 645 05MA023 MILLIGAN CREEK NEAR WADENA 382 Centroid SASK LP3 646 05MA025 RANCH CREEK ABOVE RANCH LAKE 151 Centroid SASK LP3 647 05MB001 YORKTON CREEK NEAR EBENEZER 231 Centroid SASK LP3 648 05MB005 WILLOW BROOK AT WILLOWBROOK 84.8 Centroid SASK LP3 649 05MB007 SPIRIT CREEK NEAR BUCHANAN 97 Centroid SASK LP3 650 05MB008 WHITESAND RIVER NEAR SPRINGSIDE 439 Centroid SASK LP3 651 05MC001 ASSINIBOINE RIVER AT STURGIS 1166 Centroid SASK LP3 652 05MC002 STONY CREEK NEAR STENEN 156 Centroid SASK LP3 653 05MC003 LILIAN RIVER NEAR LADY LAKE 153 Centroid SASK LP3 654 05MC004 CONJURING CREEK NEAR PREECEVILLE 149 Centroid SASK LP3 655 05MD004 ASSINIBOINE RIVER AT KAMSACK 3842 Centroid SASK LP3 656 05MD005 SHELL RIVER NEAR INGLIS 938 Centroid MAN LP3 657 05MD010 STONY CREEK NEAR KAMSACK 89.7 Centroid SASK LP3 658 05ME003 BIRDTAIL CREEK NEAR BIRTLE 556 Centroid MAN LP3 659 05ME005 CONJURING CREEK NEAR RUSSELL 53.4 Centroid MAN LP3 660 05MF001 LITTLE SASKATCHEWAN RIVER NEAR MINNEDOSA 1586 Centroid MAN LP3 661 05MG001 ARROW RIVER NEAR ARROW RIVER 186 Centroid MAN LP3 662 05MG003 GOPHER CREEK NEAR VIRDEN 153 Centroid MAN LP3 LP3 05MG004 OAK RIVER NEAR RIVERS 277 Centroid MAN 663 (MOM) 664 05MG006 KENTON CREEK AT KENTON 18.4 Centroid MAN LP3 665 05MH006 LITTLE SOURIS RIVER NEAR BRANDON 262 Centroid MAN LP3 LP3 05MH007 EPINETTE CREEK NEAR CARBERRY 135 Centroid MAN 666 (MOM) 667 05MH008 CYPRESS RIVER NEAR BRUXELLES 198 Centroid MAN LP3 668 05MH011 WILLOW CREEK NEAR CHATER 498 Centroid MAN LP3 669 05MJ004 STURGEON CREEK AT ST. JAMES 556 Centroid MAN LP3 670 05NA005 GIBSON CREEK NEAR RADVILLE 143 Centroid SASK LP3 671 05NB001 LONG CREEK NEAR ESTEVAN 1367 Centroid SASK 3LN LP3 05NB014 JEWEL CREEK NEAR GOODWATER 200 Centroid SASK 672 (MOM) 673 05NB021 SHORT CREEK NEAR ROCHE PERCEE 328 Centroid SASK LP3 674 05NB031 SOURIS RIVER NEAR BECHARD 373 Centroid SASK LP3 675 05NF002 ANTLER RIVER NEAR MELITA 1365 Centroid SASK LP3 676 05NF006 LIGHTNING CREEK NEAR CARNDUFF 393 Centroid SASK LP3 677 05NF007 GAINSBOROUGH CREEK NEAR LYLETON 559 Centroid SASK LP3 678 05NF008 GRAHAM CREEK NEAR MELITA 178 Centroid SASK LP3 679 05NF013 GAINSBOROUGH CREEK NEAR STORTHOAKS 393 Centroid SASK LP3 680 05NG003 PIPESTONE CREEK NEAR PIPESTONE 1400 Centroid MAN LP3 LP3 05NG010 OAK CREEK NEAR STOCKTON 440 Centroid MAN 681 (MOM) 682 05NG024 PIPESTONE CREEK NEAR THE SASKATCHEWAN BOUNDARY 1186 Centroid SASK LP3 683 05NG027 OAK CREEK NEAR GLENBORO 197 Centroid MAN LP3 684 05OA005 HIDDEN ISLAND COULEE NEAR HANSBORO 61.2 Centroid MAN LP3 685 05OA008 PEMBINA RIVER NEAR KILLARNEY 271 Centroid MAN LP3 38

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 686 05OA014 LONG RIVER NEAR LYONSHALL 132 Centroid MAN LP3 687 05OB006 CRYSTAL CREEK NEAR CRYSTAL CITY 79.4 Centroid MAN LP3 688 05OB010 CYPRESS CREEK NEAR CLEARWATER 271 Centroid MAN LP3 689 05OB016 SNOWFLAKE CREEK NEAR SNOWFLAKE 263 Centroid MAN LP3 690 05OB021 MOWBRAY CREEK NEAR MOWBRAY 170 Centroid MAN LP3 691 05OC016 DEADHORSE CREEK NEAR ROSENFELD 923 Centroid MAN LP3 692 05OC019 BUFFALO CREEK NEAR ROSENFELD 780 Centroid MAN LP3 693 05OC022 RIVIERE AUX MARAIS NEAR CHRISTIE 195 Centroid MAN LP3 694 05OD028 MAIN DRAIN 4A NEAR DOMINION CITY 225 Centroid MAN LP3 695 05OD030 ROSEAU RIVER NEAR CARIBOU 4106 Centroid MAN LP3 696 05OE001 RAT RIVER NEAR OTTERBURNE 1418 Centroid MAN LP3 697 05OE006 MANNING CANAL NEAR ILE DES CHENES 481 Centroid MAN LP3 698 05OE007 JOUBERT CREEK AT ST. PIERRE-JOLYS 348 Centroid MAN LP3 699 05OE010 MARSH RIVER NEAR OTTERBURNE 403 Centroid MAN LP3 700 05OF009 ROSEISLE CREEK NEAR ROSEISLE 202 Centroid MAN LP3 701 05OF011 BOYNE RIVER NEAR ROSEISLE 540 Centroid MAN LP3 702 05OF014 SHANNON CREEK NEAR MORRIS 617 Centroid MAN LP3 703 05OF017 SOUTH TOBACCO CREEK NEAR MIAMI 74.2 Centroid MAN LP3 704 05OF018 TOBACCO CREEK NEAR ROSEBANK 127 Centroid MAN 3PLN 705 05OF020 MORRIS RIVER NEAR ROSENORT 1800 Centroid MAN LP3 706 05OG001 LA SALLE RIVER NEAR SANFORD 1610 Centroid MAN LP3 707 05OH007 SEINE RIVER NEAR STE. ANNE 580 Centroid MAN LP3 WSC 708 05OH008 SEINE RIVER DIVERSION NEAR STE. ANNE 705 Station MAN LP3 709 05OJ002 COOKS CREEK NEAR EAST SELKIRK 666 Centroid MAN LP3 710 05OJ008 NETLEY CREEK NEAR PETERSFIELD 526 Centroid MAN LP3 711 05OJ016 DEVILS CREEK NEAR LIBAU 240 Centroid MAN LP3 WSC 712 05PA012 BASSWOOD RIVER NEAR WINTON 4510 Station ONT LP3 WSC 713 05PB014 TURTLE RIVER NEAR MINE CENTRE 4870 Station ONT LP3 WSC 714 05PB018 ATIKOKAN RIVER AT ATIKOKAN 332 Station ONT LP3 WSC 715 05PC010 STURGEON RIVER NEAR BARWICK 168 Station ONT LP3 WSC 716 05PC011 PINEWOOD RIVER NEAR PINEWOOD 461 Station ONT LP3 WSC 717 05PC016 LA VALLEE RIVER NEAR DEVLIN 274 Station ONT LP3 WSC 718 05PD015 LAKE 240 OUTLET NEAR KENORA 7.25 Station ONT LP3 WSC 719 05PD017 LAKE 470 OUTLET NEAR KENORA 1.68 Station ONT LP3 WSC 720 05PD023 LAKE 239 OUTLET NEAR KENORA 3.9 Station ONT LP3 721 05PH003 WHITEMOUTH RIVER NEAR WHITEMOUTH 3748 Centroid MAN LP3 WSC 722 05QA004 STURGEON RIVER AT MCDOUGALL MILLS 4450 Station ONT LP3 WSC 723 05QC003 TROUTLAKE RIVER ABOVE BIG FALLS 2370 Station ONT LP3 WSC 724 05QE008 CEDAR RIVER BELOW WABASKANG LAKE 1690 Station ONT LP3 39

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 725 05QE009 STURGEON RIVER AT OUTLET OF SALVESEN LAKE 1530 Station ONT 3LN WSC 726 05QE012 LONG-LEGGED RIVER BELOW LONG-LEGGED LAKE 548 Station ONT LP3 727 05RA001 MANIGOTAGAN RIVER NEAR MANIGOTAGAN 1831 Centroid MAN LP3 728 05RA002 BLACK RIVER NEAR MANIGOTAGAN 715 Centroid MAN LP3 729 05SA002 BROKENHEAD RIVER NEAR BEAUSEJOUR 1577 Centroid MAN LP3 730 05SC002 ICELANDIC RIVER NEAR RIVERTON 1033 Centroid MAN LP3 731 05SD003 FISHER RIVER NEAR DALLAS 1076 Centroid MAN LP3 732 05TG002 TAYLOR RIVER NEAR THOMPSON 886 Centroid MAN LP3 733 05UF004 KETTLE RIVER NEAR GILLAM 1089 Centroid MAN LP3 734 05UG001 LIMESTONE RIVER NEAR BIRD 3273 Centroid MAN LP3 735 05UH001 ANGLING RIVER NEAR BIRD 1563 Centroid MAN LP3 736 05UH002 WEIR RIVER ABOVE THE MOUTH 2191 Centroid MAN LP3 737 06AB001 SAND RIVER NEAR THE MOUTH 4728 Centroid ALTA LP3 738 06AC001 JACKFISH CREEK NEAR LA COREY 344 Centroid ALTA LP3 739 06AE001 NORBURY CREEK NEAR SPIRITWOOD 139 Centroid SASK LP3 740 06BA002 DILLON RIVER BELOW DILLON LAKE 2328 Centroid SASK LP3 741 06BB004 KEELEY RIVER AT OUTLET OF KEELEY LAKE 931 Centroid SASK LP3 WSC 742 06BB005 CANOE RIVER NEAR BEAUVAL 4574 Station SASK LP3 743 06BD001 HAULTAIN RIVER ABOVE NORBERT RIVER 3670 Centroid SASK LP3 LP3 06CE001 FOSTER RIVER ABOVE CHURCHILL RIVER 4549 Centroid SASK 744 (MOM) 745 06DA005 WHEELER RIVER BELOW RUSSELL LAKE 3023 Centroid SASK LP3 746 06FB002 LITTLE BEAVER RIVER NEAR THE MOUTH 4275 Centroid MAN LP3 747 06FD002 DEER RIVER NORTH OF BELCHER 1892 Centroid MAN LP3 2700 WSC 06HB002 THLEWIAZA RIVER ABOVE OUTLET SEALHOLE LAKE NUN LP3 748 0 Station WSC 749 06HD001 KOGNAK RIVER BELOW MOUNTAIN LAKE 6900 Station NUN LP3 750 06JB001 HANBURY RIVER ABOVE HOARE LAKE 5829 Centroid NWT LP3 5992 06JC002 THELON RIVER ABOVE BEVERLY LAKE Centroid NWT LP3 751 2 6730 06KC003 DUBAWNT RIVER AT OUTLET OF MARJORIE LAKE Centroid NWT LP3 752 0 2142 06LA001 KAZAN RIVER AT OUTLET OF ENNADAI LAKE Centroid NWT LP3 753 0 3557 06LC001 KAZAN RIVER ABOVE KAZAN FALLS Centroid NUN LP3 754 4 1210 WSC 06LC002 KUNWAK RIVER BELOW PRINCESS MARY LAKE NUN LP3 755 0 Station WSC 756 06MA002 QINGUQ CREEK NEAR BAKER LAKE 432 Station NUN LP3 3010 WSC 06MB001 QUOICH RIVER ABOVE ST. CLAIR FALLS NUN LP3 757 0 Station 758 07AA001 MIETTE RIVER NEAR JASPER 629 Centroid ALTA LP3 759 07AA002 ATHABASCA RIVER NEAR JASPER 3873 Centroid ALTA LP3 760 07AA007 SUNWAPTA RIVER AT ATHABASCA GLACIER 29.3 Centroid ALTA Gamma 40

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 761 07AB002 SNAKE INDIAN RIVER NEAR THE MOUTH 1587 Centroid ALTA LP3 762 07AC001 WILDHAY RIVER NEAR HINTON 960 Centroid ALTA LP3 763 07AF002 MCLEOD RIVER ABOVE EMBARRAS RIVER 2551 Centroid ALTA LP3 764 07AF003 WAMPUS CREEK NEAR HINTON 25.9 Centroid ALTA LP3 765 07AF010 SUNDANCE CREEK NEAR BICKERDIKE 178 Centroid ALTA LP3 766 07AG003 WOLF CREEK AT HIGHWAY NO. 16A 807 Centroid ALTA LP3 767 07AH001 FREEMAN RIVER NEAR FORT ASSINIBOINE 1662 Centroid ALTA LP3 768 07AH002 CHRISTMAS CREEK NEAR BLUE RIDGE 423 Centroid ALTA LP3 769 07AH003 SAKWATAMAU RIVER NEAR WHITECOURT 1145 Centroid ALTA LP3 770 07BB002 PEMBINA RIVER NEAR ENTWISTLE 4334 Centroid ALTA LP3 771 07BB004 PADDLE RIVER NEAR ROCHFORT BRIDGE 617 Centroid ALTA LP3 772 07BB005 LITTLE PADDLE RIVER NEAR MAYERTHORPE 295 Centroid ALTA LP3 773 07BB006 PADDLE RIVER AT BARRHEAD 2200 Centroid ALTA LP3 774 07BC007 WABASH CREEK NEAR PIBROCH 298 Centroid ALTA LP3 775 07BF001 EAST PRAIRIE RIVER NEAR ENILDA 1467 Centroid ALTA LP3 776 07BF002 WEST PRAIRIE RIVER NEAR HIGH PRAIRIE 1152 Centroid ALTA LP3 777 07BJ001 SWAN RIVER NEAR KINUSO 1900 Centroid ALTA LP3 778 07BJ003 SWAN RIVER NEAR SWAN HILLS 155 Centroid ALTA LP3 779 07BK005 SAULTEAUX RIVER NEAR SPURFIELD 2567 Centroid ALTA LP3 780 07BK007 DRIFTWOOD RIVER NEAR THE MOUTH 2100 Centroid ALTA LP3 781 07CA006 WANDERING RIVER NEAR WANDERING RIVER 1120 Centroid ALTA LP3 782 07CD004 HANGINGSTONE RIVER AT FORT MCMURRAY 962 Centroid ALTA LP3 783 07DA006 STEEPBANK RIVER NEAR FORT MCMURRY 1320 Centroid ALTA LP3 784 07DA008 MUSKEG RIVER NEAR FORT MACKAY 1457 Centroid ALTA LP3 785 07DA018 BEAVER RIVER ABOVE SYNCRUDE 165 Centroid ALTA LP3 786 07DD002 RICHARDSON RIVER NEAR THE MOUTH 2731 Centroid ALTA LP3 WSC 787 07EA002 KWADACHA RIVER NEAR WARE 2410 Station BC LP3 788 07EA004 INGENIKA RIVER ABOVE SWANNELL RIVER 4145 Centroid BC LP3 789 07EA007 AKIE RIVER NEAR THE 760 M CONTOUR 1689 Centroid BC LP3 790 07EB002 OSPIKA RIVER ABOVE ALEY CREEK 2193 Centroid BC LP3 791 07EC002 OMINECA RIVER ABOVE OSILINKA RIVER 5497 Centroid BC LP3 792 07EC003 MESILINKA RIVER ABOVE GOPHERHOLE CREEK 3059 Centroid BC LP3 793 07EC004 OSILINKA RIVER NEAR END LAKE 1948 Centroid BC LP3 794 07ED001 NATION RIVER NEAR FORT ST. JAMES 4350 Centroid BC LP3 795 07EE007 PARSNIP RIVER ABOVE MISINCHINKA RIVER 4930 Centroid BC LP3 3PLN 07EE009 CHUCHINKA CREEK NEAR THE MOUTH 310 Centroid BC 796 (MOM) 797 07FA003 HALFWAY RIVER ABOVE GRAHAM RIVER 3763 Centroid BC LP3 798 07FA005 GRAHAM RIVER ABOVE COLT CREEK 2137 Centroid BC LP3 WSC 799 07FA006 HALFWAY RIVER NEAR FARRELL CREEK 7205 Station BC LP3 800 07FB002 MURRAY RIVER NEAR THE MOUTH 5578 Centroid BC LP3 801 07FB003 SUKUNKA RIVER NEAR THE MOUTH 2510 Centroid BC LP3 802 07FB004 DICKEBUSCH CREEK NEAR THE MOUTH 82.2 Centroid BC LP3 41

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 803 07FB005 QUALITY CREEK NEAR THE MOUTH 39.8 Station BC LP3 WSC 804 07FB006 MURRAY RIVER ABOVE WOLVERINE RIVER 2410 Station BC LP3 805 07FB008 MOBERLY RIVER NEAR FORT ST. JOHN 1520 Centroid BC LP3 WSC 806 07FB009 FLATBED CREEK AT KILOMETRE 110 HERITAGE HIGHWAY 479 Station BC LP3 807 07FC002 ST. JOHN RIVER NEAR MONTNEY 206 Centroid BC LP3 808 07FC003 BLUEBERRY RIVER BELOW AITKEN CREEK 1750 Centroid BC LP3 809 07FD001 KISKATINAW RIVER NEAR FARMINGTON 3635 Centroid BC LP3 810 07FD004 ALCES RIVER AT 22ND BASE LINE 295 Centroid BC LP3 811 07FD006 SADDLE RIVER NEAR WOKING 540 Centroid ALTA LP3 812 07FD007 POUCE COUPE RIVER BELOW HENDERSON CREEK 2862 Centroid ALTA LP3 813 07FD008 HINES CREEK NEAR FAIRVIEW 1181 Centroid ALTA LP3 814 07FD009 CLEAR RIVER NEAR BEAR CANYON 2879 Centroid ALTA LP3 LP3 07FD011 HINES CREEK ABOVE GERRY LAKE 369 Centroid ALTA 815 (MOM) 816 07FD012 MONTAGNEUSE RIVER NEAR HINES CREEK 228 Centroid ALTA LP3 817 07FD013 EUREKA RIVER NEAR WORSLEY 755 Centroid ALTA LP3 818 07GA001 SMOKY RIVER ABOVE HELLS CREEK 3874 Centroid ALTA LP3 819 07GA002 MUSKEG RIVER NEAR GRANDE CACHE 703 Centroid ALTA LP3 820 07GB001 CUTBANK RIVER NEAR GRANDE PRAIRIE 842 Centroid ALTA LP3 821 07GD001 BEAVERLODGE RIVER NEAR BEAVERLODGE 1480 Centroid ALTA LP3 822 07GE003 GRANDE PRAIRIE CREEK NEAR SEXSMITH 140 Centroid ALTA LP3 823 07GG001 WASKAHIGAN RIVER NEAR THE MOUTH 1037 Centroid ALTA LP3 824 07GG002 LITTLE SMOKY RIVER AT LITTLE SMOKY 3009 Centroid ALTA LP3 825 07GG003 IOSEGUN RIVER NEAR LITTLE SMOKY 1954 Centroid ALTA LP3 826 07HA003 HEART RIVER NEAR NAMPA 1870 Centroid ALTA LP3 827 07HA005 WHITEMUD RIVER NEAR DIXONVILLE 2016 Centroid ALTA LP3 828 07HC001 NOTIKEWIN RIVER AT MANNING 4664 Centroid ALTA LP3 829 07HF002 KEG RIVER AT HIGHWAY NO. 35 666 Centroid ALTA LP3 830 07JD003 JACKPINE CREEK AT WADLIN LAKE ROAD 582 Centroid ALTA LP3 831 07JF003 PONTON RIVER ABOVE BOYER RIVER 2436 Centroid ALTA LP3 832 07LB002 WATERFOUND RIVER BELOW THERIAU LAKE 4089 Centroid SASK LP3 833 07LE004 OTHERSIDE RIVER AT OUTLET OF MERCREDI LAKE 2999 Centroid SASK LP3 834 07MA003 DOUGLAS RIVER NEAR CLUFF LAKE 1695 Centroid SASK LP3 835 07MA004 WILLIAM RIVER ABOVE CARSWELL RIVER 4030 Centroid SASK LP3 836 07OA001 SOUSA CREEK NEAR HIGH LEVEL 820 Centroid ALTA LP3 WSC 51292 837 07OB001 HAY RIVER NEAR HAY RIVER Station NWT LP3 WSC 18500 838 07PA001 BUFFALO RIVER AT HIGHWAY NO. 5 Station NWT LP3 839 07QC003 THOA RIVER NEAR INLET TO HILL ISLAND LAKE 8814 Centroid NWT LP3 840 07QD004 TALTSON RIVER ABOVE PORTER LAKE OUTFLOW 9729 Centroid NWT LP3 841 07RD001 LOCKHART RIVER AT OUTLET OF ARTILLERY LAKE 26566 Centroid NWT LP3 842 07SA002 SNARE RIVER BELOW GHOST RIVER 11769 Centroid NWT LP3 843 07SA004 INDIN RIVER ABOVE CHALCO LAKE 1532 Centroid NWT LP3 42

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 844 07SB010 CAMERON RIVER BELOW REID LAKE 3682 Centroid NWT LP3 845 07SB013 BAKER CREEK AT OUTLET OF LOWER MARTIN LAKE 119 Centroid NWT LP3 WSC 846 07SC002 WALDRON RIVER NEAR THE MOUTH 1830 Station NWT LP3 WSC 13900 847 07TA001 LA MARTRE RIVER BELOW OUTLET OF LAC LA MARTRE Station NWT LP3 WSC 848 07TB001 EMILE RIVER AT OUTLET OF BASLER LAKE 4850 Station NWT LP3 849 07UC001 KAKISA RIVER AT OUTLET OF KAKISA LAKE 15621 Centroid NWT LP3 850 08AA008 SEKULMUN RIVER AT OUTLET OF SEKULMUN LAKE 1236 Centroid YT LP3 851 08AA009 GILTANA CREEK NEAR THE MOUTH 190 Centroid YT LP3 852 08AB001 ALSEK RIVER ABOVE BATES RIVER 14802 Centroid YT LP3 853 08AB002 ALSEK RIVER NEAR YAKUTAT 10502 Centroid BC LP3 854 08AC001 TAKHANNE RIVER AT KM 167 HAINES HIGHWAY 375 Centroid YT LP3 855 08AC002 TATSHENSHINI RIVER NEAR DALTON POST 1377 Centroid YT LP3 856 08BB005 TAKU RIVER NEAR JUNEAU 16686 Centroid BC LP3 WSC 857 08CA001 SPATSIZI RIVER NEAR THE MOUTH 3400 Station BC LP3 WSC 858 08CC001 KLAPPAN RIVER NEAR TELEGRAPH CREEK 3540 Station BC LP3 859 08CD001 TUYA RIVER NEAR TELEGRAPH CREEK 3555 Centroid BC LP3 WSC 860 08CG003 ISKUT RIVER AT OUTLET OF KINASKAN LAKE 1250 Station BC LP3 WSC 861 08CG005 MORE CREEK NEAR THE MOUTH 844 Station BC LP3 WSC 862 08CG006 FORREST KERR CREEK ABOVE 460 M CONTOUR 312 Station BC LP3 863 08DA005 SURPRISE CREEK NEAR THE MOUTH 218 Centroid BC LP3 WSC 864 08DB010 LIME CREEK NEAR THE MOUTH 39.8 Station BC LP3 WSC 865 08DB011 KITSAULT RIVER ABOVE KLAYDUC CREEK 251 Station BC LP3 WSC 866 08DC006 BEAR RIVER ABOVE BITTER CREEK 289 Station BC LP3 WSC 867 08DD001 UNUK RIVER NEAR STEWART 1480 Station BC LP3 868 08EB004 KISPIOX RIVER NEAR HAZELTON 1876 Centroid BC LP3 869 08ED001 NANIKA RIVER AT OUTLET OF KIDPRICE LAKE 732 Centroid BC LP3 870 08ED002 MORICE RIVER NEAR HOUSTON 1165 Centroid BC 3PLN 871 08EE008 GOATHORN CREEK NEAR TELKWA 125 Centroid BC LP3 872 08EE012 SIMPSON CREEK AT THE MOUTH 14.1 Centroid BC 3PLN 873 08EE013 BUCK CREEK AT THE MOUTH 565 Centroid BC LP3 874 08EE020 TELKWA RIVER BELOW TSAI CREEK 367 Centroid BC LP3 875 08EE025 TWO MILE CREEK IN DISTRICT LOT 4834 21.2 Centroid BC LP3 876 08EF005 ZYMOETZ RIVER ABOVE O.K. CREEK 2847 Centroid BC LP3 WSC 877 08EG011 ZYMAGOTITZ RIVER NEAR TERRACE 370 Station BC LP3 878 08EG012 EXCHAMSIKS RIVER NEAR TERRACE 370 Centroid BC LP3 879 08FA002 WANNOCK RIVER AT OUTLET OF OWIKENO LAKE 3902 Centroid BC LP3 880 08FB004 SALLOOMT RIVER NEAR HAGENSBORG 159 Centroid BC LP3 WSC 881 08FB005 NUSATSUM RIVER NEAR HAGENSBORG 275 Station BC LP3 882 08FB006 ATNARKO RIVER NEAR THE MOUTH 2551 Centroid BC LP3 43

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 883 08FB007 BELLA COOLA RIVER ABOVE BURNT BRIDGE CREEK 1170 Centroid BC LP3 WSC 884 08FB009 CLAYTON FALLS CREEK NEAR THE MOUTH 112 Station BC LP3 885 08FC003 DEAN RIVER BELOW TANSWANKET CREEK 3724 Centroid BC LP3 886 08FE003 KEMANO RIVER ABOVE POWERHOUSE TAILRACE 556 Centroid BC LP3 887 08FF001 KITIMAT RIVER BELOW HIRSCH CREEK 1461 Centroid BC LP3 888 08FF002 HIRSCH CREEK NEAR THE MOUTH 353 Centroid BC LP3 889 08FF003 LITTLE WEDEENE RIVER BELOW BOWBYES CREEK 180 Centroid BC LP3 WSC 890 08GA054 MAMQUAM RIVER ABOVE MASHITER CREEK 323 Station BC LP3 WSC 891 08GA060 CHAPMAN CREEK ABOVE SECHELT DIVERSION 66.4 Station BC LP3 892 08GA061 MACKAY CREEK AT MONTROYAL BOULEVARD 3.42 Centroid BC LP3 893 08GA071 ELAHO RIVER NEAR THE MOUTH 1202 Centroid BC LP3 894 08GA072 CHEAKAMUS RIVER ABOVE MILLAR CREEK 297 Centroid BC LP3 895 08GD004 HOMATHKO RIVER AT THE MOUTH 5676 Centroid BC LP3 WSC 896 08GD007 MOSLEY CREEK NEAR DUMBELL LAKE 1550 Station BC LP3 897 08GD008 HOMATHKO RIVER AT INLET TO TATLAYOKO LAKE 486 Centroid BC LP3 LP3 08HA001 CHEMAINUS RIVER NEAR WESTHOLME 355 Centroid BC 898 (MOM) 899 08HA003 KOKSILAH RIVER AT COWICHAN STATION 226 Centroid BC LP3 900 08HA010 SAN JUAN RIVER NEAR PORT RENFREW 578 Centroid BC LP3 901 08HA016 BINGS CREEK NEAR THE MOUTH 20.1 Centroid BC LP3 WSC 902 08HA026 CUSHEON CREEK AT OUTLET OF CUSHEON LAKE 3.31 Station BC LP3 903 08HB002 ENGLISHMAN RIVER NEAR PARKSVILLE 319 Centroid BC LP3 904 08HB014 SARITA RIVER NEAR BAMFIELD 162 Centroid BC LP3 905 08HB024 TSABLE RIVER NEAR FANNY BAY 107 Centroid BC LP3 906 08HB025 BROWNS RIVER NEAR COURTENAY 87.9 Centroid BC LP3 907 08HB032 MILLSTONE RIVER AT NANAIMO 97 Centroid BC LP3 908 08HB034 NANAIMO RIVER NEAR CASSIDY 676 Centroid BC LP3 909 08HB048 CARNATION CREEK AT THE MOUTH 10.3 Centroid BC LP3 910 08HB074 CRUICKSHANK RIVER NEAR THE MOUTH 213 Centroid BC LP3 911 08HB075 DOVE CREEK NEAR THE MOUTH 44.2 Centroid BC LP3 912 08HC002 UCONA RIVER AT THE MOUTH 187 Centroid BC LP3 913 08HD011 OYSTER RIVER BELOW WOODHUS CREEK 302 Centroid BC LP3 914 08HE006 ZEBALLOS RIVER NEAR ZEBALLOS 178 Centroid BC LP3 915 08HF004 TSITIKA RIVER BELOW CATHERINE CREEK 365 Centroid BC LP3 916 08JA014 VAN TINE CREEK NEAR THE MOUTH 150 Centroid BC LP3 WSC 917 08JA016 MACIVOR CREEK NEAR THE MOUTH 57.5 Station BC LP3 918 08JB002 STELLAKO RIVER AT GLENANNAN 4020 Centroid BC LP3 WSC 919 08JC005 CHILAKO RIVER NEAR PRINCE GEORGE 3370 Station BC LP3 920 08JD006 DRIFTWOOD RIVER ABOVE KASTBERG CREEK 403 Centroid BC LP3 921 08JE004 TSILCOH RIVER NEAR THE MOUTH 431 Centroid BC LP3 LP3 08KA001 DORE RIVER NEAR MCBRIDE 409 Centroid BC 922 (MOM) 44

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 923 08KA007 FRASER RIVER AT RED PASS 1250 Centroid BC LP3 WSC 924 08KA008 MOOSE RIVER NEAR RED PASS 460 Station BC LP3 925 08KA009 MCKALE RIVER NEAR 940 M CONTOUR 253 Centroid BC LP3 926 08KB003 MCGREGOR RIVER AT LOWER CANYON 4676 Centroid BC LP3 927 08KB006 MULLER CREEK NEAR THE MOUTH 103 Centroid BC LP3 928 08KC001 SALMON RIVER NEAR PRINCE GEORGE 3930 Centroid BC LP3 WSC 929 08KC003 MUSKEG RIVER NORTH OF JOANNE LAKE 303 Station BC LP3 WSC 930 08KD001 BOWRON RIVER NEAR WELLS 456 Station BC LP3 931 08KD006 WILLOW RIVER ABOVE HAY CREEK 2865 Centroid BC LP3 932 08KD007 BOWRON RIVER BELOW BOX CANYON 2877 Centroid BC LP3 WSC 933 08KE009 COTTONWOOD RIVER NEAR CINEMA 1910 Station BC LP3 934 08KE016 BAKER CREEK AT QUESNEL 1555 Centroid BC LP3 935 08KE024 LITTLE SWIFT RIVER AT THE MOUTH 127 Centroid BC LP3 WSC 936 08KF001 NAZKO RIVER ABOVE MICHELLE CREEK 3240 Station BC LP3 WSC 937 08KG003 BAEZAEKO RIVER AT LOT 10262 992 Station BC LP3 WSC 938 08KH003 CARIBOO RIVER BELOW KANGAROO CREEK 3260 Station BC LP3 939 08KH010 HORSEFLY RIVER ABOVE MCKINLEY CREEK 790 Centroid BC LP3 WSC 940 08KH014 MITCHELL RIVER AT OUTLET OF MITCHELL LAKE 251 Station BC LP3 941 08KH019 MOFFAT CREEK NEAR HORSEFLY 548 Centroid BC LP3 WSC 942 08LA004 MURTLE RIVER ABOVE DAWSON FALLS 1380 Station BC LP3 WSC 943 08LA007 CLEARWATER RIVER AT OUTLET OF CLEARWATER LAKE 2950 Station BC LP3 WSC 944 08LA008 MAHOOD RIVER AT OUTLET OF MAHOOD LAKE 4710 Station BC LP3 945 08LB012 PAUL CREEK AT THE OUTLET OF PINANTAN LAKE 62.9 Centroid BC LP3 946 08LB020 BARRIERE RIVER AT THE MOUTH 520 Centroid BC LP3 947 08LB024 FISHTRAP CREEK NEAR MCLURE 143 Centroid BC LP3 948 08LB047 NORTH THOMPSON RIVER AT BIRCH ISLAND 4487 Centroid BC LP3 WSC 949 08LB050 MANN CREEK NEAR BLACKPOOL 300 Station BC LP3 950 08LB069 BARRIERE RIVER BELOW SPRAGUE CREEK 458 Centroid BC LP3 951 08LB076 HARPER CREEK NEAR THE MOUTH 166 Centroid BC LP3 952 08LC040 VANCE CREEK BELOW DEAFIES CREEK 70.9 Centroid BC LP3 953 08LD001 ADAMS RIVER NEAR SQUILAX 3205 Centroid BC LP3 954 08LE024 EAGLE RIVER NEAR MALAKWA 932 Centroid BC LP3 955 08LE027 SEYMOUR RIVER NEAR SEYMOUR ARM 805 Centroid BC LP3 956 08LE075 SALMON RIVER ABOVE SALMON LAKE 139 Centroid BC LP3 WSC 957 08LF081 AMBUSTEN CREEK NEAR THE MOUTH 32.9 Station BC LP3 WSC 958 08LF084 ANDERSON CREEK ABOVE DIVERSIONS 32.2 Station BC LP3 959 08LG008 SPIUS CREEK NEAR CANFORD 775 Centroid BC LP3 960 08LG016 PENNASK CREEK NEAR QUILCHENA 87.6 Centroid BC LP3 961 08LG048 COLDWATER RIVER NEAR BROOKMERE 316 Centroid BC LP3 45

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 962 08LG055 BETHSAIDA CREEK ABOVE HIGHLAND VALLEY ROAD 15.5 Station BC LP3 963 08LG056 GUICHON CREEK ABOVE TUNKWA LAKE DIVERSION 74.2 Centroid BC LP3 964 08LG064 BEAK CREEK AT THE MOUTH 85 Centroid BC LP3 965 08MA002 CHILKO RIVER AT OUTLET OF CHILKO LAKE 2134 Centroid BC LP3 966 08MA006 LINGFIELD CREEK NEAR THE MOUTH 98.7 Centroid BC LP3 967 08MB006 BIG CREEK ABOVE GROUNDHOG CREEK 815 Centroid BC LP3 968 08MB007 BIG CREEK BELOW GRAVEYARD CREEK 196 Centroid BC LP3 969 08ME025 YALAKOM RIVER ABOVE ORE CREEK 581 Centroid BC LP3 WSC 970 08MF003 COQUIHALLA RIVER NEAR HOPE 739 Station BC LP3 971 08MF062 COQUIHALLA RIVER BELOW NEEDLE CREEK 90.1 Centroid BC LP3 972 08MF065 NAHATLATCH RIVER BELOW TACHEWANA CREEK 712 Centroid BC LP3 973 08MG001 CHEHALIS RIVER NEAR HARRISON MILLS 383 Centroid BC LP3 974 08MG005 LILLOOET RIVER NEAR PEMBERTON 2098 Centroid BC LP3 975 08MH001 CHILLIWACK RIVER AT VEDDER CROSSING 737 Centroid BC LP3 976 08MH006 NORTH ALOUETTE RIVER AT 232ND STREET, MAPLE RIDGE 35.2 Centroid BC LP3 LP3 08MH016 CHILLIWACK RIVER AT OUTLET OF CHILLIWACK LAKE 335 Centroid BC 977 (MOM) WSC 978 08MH018 MAHOOD CREEK NEAR NEWTON 18.9 Station BC LP3 979 08MH029 SUMAS RIVER NEAR HUNTINGDON 144 Centroid BC LP3 980 08MH056 SLESSE CREEK NEAR VEDDER CROSSING 160 Centroid BC LP3 981 08MH076 KANAKA CREEK NEAR WEBSTER CORNERS 45.5 Centroid BC LP3 982 08MH155 NICOMEKL RIVER AT 203 STREET, LANGLEY 70 Centroid BC LP3 983 08NA006 KICKING HORSE RIVER AT GOLDEN 1846 Centroid BC LP3 WSC 984 08NA045 COLUMBIA RIVER NEAR FAIRMONT HOT SPRINGS 857 Station BC LP3 985 08NB005 COLUMBIA RIVER AT DONALD 6355 Centroid BC LP3 986 08NB012 BLAEBERRY RIVER ABOVE WILLOWBANK CREEK 277 Centroid BC LP3 987 08NB014 GOLD RIVER ABOVE PALMER CREEK 426 Centroid BC LP3 WSC 988 08NB015 BLAEBERRY RIVER BELOW ENSIGN CREEK 230 Station BC LP3 989 08NB016 SPLIT CREEK AT THE MOUTH 80.5 Centroid BC LP3 990 08NB019 BEAVER RIVER NEAR THE MOUTH 1151 Centroid BC LP3 991 08NC004 CANOE RIVER BELOW KIMMEL CREEK 305 Centroid BC LP3 WSC 992 08ND009 DOWNIE CREEK NEAR REVELSTOKE 642 Station BC LP3 LP3 08ND012 GOLDSTREAM RIVER BELOW OLD CAMP CREEK 934 Centroid BC 993 (MOM) 994 08ND013 ILLECILLEWAET RIVER AT GREELEY 1149 Centroid BC LP3 WSC 995 08ND014 JORDAN RIVER ABOVE KIRKUP CREEK 271 Station BC LP3 WSC 996 08ND018 STITT CREEK AT THE MOUTH 139 Station BC LP3 997 08ND019 KIRBYVILLE CREEK NEAR THE MOUTH 111 Centroid BC LP3 WSC 998 08NE001 INCOMAPPLEUX RIVER NEAR BEATON 1010 Station BC LP3 999 08NE006 KUSKANAX CREEK NEAR NAKUSP 218 Centroid BC LP3 1000 08NE008 BEATON CREEK NEAR BEATON 96.7 Centroid BC LP3

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 1001 08NE039 BIG SHEEP CREEK NEAR ROSSLAND 347 Centroid BC LP3 1002 08NE074 SALMO RIVER NEAR SALMO 1230 Centroid BC LP3 1003 08NE077 BARNES CREEK NEAR NEEDLES 204 Centroid BC LP3 1004 08NE087 DEER CREEK AT DEER PARK 81.6 Centroid BC LP3 1005 08NE110 INONOAKLIN CREEK ABOVE VALLEY CREEK 281 Centroid BC LP3 1006 08NE114 HIDDEN CREEK NEAR THE MOUTH 56.7 Centroid BC 3PLN WSC 1007 08NE117 KUSKANAX CREEK AT 1040 M CONTOUR 112 Station BC LP3 1008 08NF001 KOOTENAY RIVER AT KOOTENAY CROSSING 416 Centroid BC LP3 WSC 1009 08NF005 ALBERT RIVER AT 1310 M CONTOUR 67.8 Station BC LP3 WSC 1010 08NF006 PALLISER RIVER IN LOT SL49 653 Station BC LP3 WSC 1011 08NG012 ST. MARY RIVER AT WYCLIFFE 2360 Station BC LP3 WSC 1012 08NG046 ST. MARY RIVER NEAR MARYSVILLE 1470 Station BC LP3 1013 08NG076 MATHER CREEK BELOW HOULE CREEK 135 Centroid BC LP3 1014 08NG077 ST. MARY RIVER BELOW MORRIS CREEK 208 Centroid BC LP3 WSC 1015 08NG078 CAVEN CREEK BELOW BLOOM CREEK 304 Station BC LP3 1016 08NH005 KASLO RIVER BELOW KEMP CREEK 349 Centroid BC LP3 1017 08NH007 LARDEAU RIVER AT MARBLEHEAD 1643 Centroid BC LP3 1018 08NH016 DUCK CREEK NEAR WYNNDEL 49.6 Centroid BC LP3 1019 08NH032 BOUNDARY CREEK NEAR PORTHILL 242 Centroid BC LP3 1020 08NH084 ARROW CREEK NEAR ERICKSON 78.3 Centroid BC LP3 1021 08NH115 SULLIVAN CREEK NEAR CANYON 5.8 Centroid BC LP3 1022 08NH119 DUNCAN RIVER BELOW B.B. CREEK 1314 Centroid BC LP3 1023 08NH120 MOYIE RIVER ABOVE NEGRO CREEK 239 Centroid BC LP3 1024 08NH130 FRY CREEK BELOW CARNEY CREEK 466 Centroid BC LP3 1025 08NH131 CARNEY CREEK BELOW PAMBRUN CREEK 119 Centroid BC LP3 1026 08NH132 KEEN CREEK BELOW KYAWATS CREEK 92.3 Centroid BC LP3 1027 08NJ013 SLOCAN RIVER NEAR CRESCENT VALLEY 3222 Centroid BC LP3 1028 08NJ061 REDFISH CREEK NEAR HARROP 27.2 Centroid BC LP3 1029 08NJ130 ANDERSON CREEK NEAR NELSON 8.36 Centroid BC LP3 1030 08NJ160 LEMON CREEK ABOVE SOUTH LEMON CREEK 181 Centroid BC LP3 1031 08NJ168 FIVE MILE CREEK ABOVE CITY INTAKE 47.7 Centroid BC LP3 1032 08NK002 ELK RIVER AT FERNIE 545 Centroid BC LP3 1033 08NK016 ELK RIVER NEAR NATAL 1602 Centroid BC LP3 WSC 1034 08NK019 GRAVE CREEK AT THE MOUTH 83.9 Station BC LP3 WSC 1035 08NK020 MICHEL CREEK BELOW NATAL 620 Station BC LP3 WSC 1036 08NK021 FORDING RIVER BELOW CLODE CREEK 105 Station BC LP3 1037 08NK022 LINE CREEK AT THE MOUTH 138 Centroid BC LP3 1038 08NL004 ASHNOLA RIVER NEAR KEREMEOS 1052 Centroid BC LP3 1039 08NL007 SIMILKAMEEN RIVER AT PRINCETON 651 Centroid BC LP3 1040 08NL024 TULAMEEN RIVER AT PRINCETON 1525 Centroid BC LP3

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 1041 08NL036 WHIPSAW CREEK BELOW LAMONT CREEK 186 Station BC LP3 1042 08NL050 HEDLEY CREEK NEAR THE MOUTH 388 Centroid BC LP3 1043 08NL069 PASAYTEN RIVER ABOVE CALCITE CREEK 566 Centroid BC LP3 1044 08NL070 SIMILKAMEEN RIVER ABOVE GOODFELLOW CREEK 408 Centroid BC LP3 1045 08NL071 TULAMEEN RIVER BELOW VUICH CREEK 253 Centroid BC LP3 WSC 1046 08NM035 BELLEVUE CREEK NEAR OKANAGAN MISSION 74.5 Station BC LP3 WSC 1047 08NM133 BULL CREEK NEAR CRUMP 48.2 Station BC LP3 1048 08NM134 CAMP CREEK AT MOUTH NEAR THIRSK 34.6 Centroid BC LP3 WSC 1049 08NM137 DAVES CREEK NEAR RUTLAND 33.4 Station BC LP3 LP3 08NM142 COLDSTREAM CREEK ABOVE MUNICIPAL INTAKE 60.5 Centroid BC 1050 (MOM) 1051 08NM171 VASEUX CREEK ABOVE SOLCO CREEK 117 Centroid BC LP3 WSC 1052 08NM172 PEARSON CREEK NEAR THE MOUTH 74.6 Station BC LP3 1053 08NM173 GREATA CREEK NEAR THE MOUTH 44.7 Centroid BC LP3 1054 08NM174 WHITEMAN CREEK ABOVE BOULEAU CREEK 114 Centroid BC LP3 1055 08NN002 GRANBY RIVER AT GRAND FORKS 1835 Centroid BC LP3 1056 08NN015 WEST KETTLE RIVER NEAR MCCULLOCH 233 Centroid BC LP3 1057 08NN019 TRAPPING CREEK NEAR THE MOUTH 145 Centroid BC LP3 WSC 1058 08NN022 WEST KETTLE RIVER BELOW CARMI CREEK 1170 Station BC LP3 1059 08NN023 BURRELL CREEK ABOVE GLOUCESTER CREEK 221 Centroid BC LP3 1060 08NP001 FLATHEAD RIVER AT FLATHEAD 752 Centroid BC LP3 WSC 1061 08NP002 COULDREY CREEK IN LOT 9380 118 Station BC LP3 WSC 1062 08NP003 HOWELL CREEK ABOVE CABIN CREEK 145 Station BC LP3 1063 08NP004 CABIN CREEK NEAR THE MOUTH 92.8 Centroid BC LP3 1064 08OA002 YAKOUN RIVER NEAR PORT CLEMENTS 474 Centroid BC LP3 1065 08OA003 PREMIER CREEK NEAR QUEEN CHARLOTTE 0.78 Centroid BC LP3 1066 08OB002 PALLANT CREEK NEAR QUEEN CHARLOTTE 59.4 Centroid BC LP3 1067 09AA006 ATLIN RIVER NEAR ATLIN 5091 Centroid BC LP3 WSC 1068 09AA007 LUBBOCK RIVER NEAR ATLIN 1770 Station YT LP3 WSC Generalized 1069 09AA010 LINDEMAN CREEK NEAR BENNETT 250 Station BC Gamma 1070 09AA012 WHEATON RIVER NEAR CARCROSS 864 Centroid YT LP3 1071 09AA013 TUTSHI RIVER AT OUTLET OF TUTSHI LAKE 989 Centroid BC LP3 WSC 1072 09AA014 FANTAIL RIVER AT OUTLET OF FANTAIL LAKE 711 Station BC LP3 WSC 1073 09AA015 WANN RIVER NEAR ATLIN 277 Station BC LP3 WSC 1074 09AB008 M'CLINTOCK RIVER NEAR WHITEHORSE 1700 Station YT LP3 WSC 18193 1075 09AB009 YUKON RIVER ABOVE FRANK CREEK Station YT LP3 1076 09AC001 TAKHINI RIVER NEAR WHITEHORSE 2327 Centroid YT LP3 WSC 1077 09AC004 TAKHINI RIVER AT OUTLET OF KUSAWA LAKE 4070 Station YT LP3 1078 09AC007 IBEX RIVER NEAR WHITEHORSE 648 Centroid YT LP3 48

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 1079 09AD001 NISUTLIN RIVER ABOVE WOLF RIVER 8030 Station YT LP3 WSC 20360 1080 09AE001 TESLIN RIVER NEAR TESLIN Station YT LP3 1081 09AE003 SWIFT RIVER NEAR SWIFT RIVER 3320 Centroid BC LP3 WSC 1082 09AE004 GLADYS RIVER AT OUTLET OF GLADYS LAKE 1910 Station BC LP3 WSC 1083 09AG001 BIG SALMON RIVER NEAR CARMACKS 6245 Station YT LP3 WSC 1084 09AG003 SOUTH BIG SALMON RIVER BELOW LIVINGSTONE CREEK 515 Station YT LP3 WSC 81840 1085 09AH001 YUKON RIVER AT CARMACKS Station YT LP3 1086 09AH003 BIG CREEK NEAR THE MOUTH 1796 Centroid YT LP3 1087 09AH004 NORDENSKIOLD RIVER BELOW ROWLINSON CREEK 6410 Centroid YT LP3 1088 09BA001 ROSS RIVER AT ROSS RIVER 7306 Centroid YT LP3 WSC 1089 09BB001 SOUTH MACMILLAN RIVER AT KILOMETRE 407 CANOL ROAD 997 Station YT LP3 1090 09BC001 PELLY RIVER AT PELLY CROSSING 25921 Centroid YT LP3 WSC 11150 1091 09BC002 PELLY RIVER AT ROSS RIVER Station YT LP3 1092 09BC004 PELLY RIVER BELOW VANGORDA CREEK 10799 Centroid YT LP3 WSC 1093 09CA002 KLUANE RIVER AT OUTLET OF KLUANE LAKE 4950 Station YT LP3 1094 09CA004 DUKE RIVER NEAR THE MOUTH 654 Centroid YT LP3 1095 09CB001 WHITE RIVER AT KILOMETRE 1881.6 ALASKA HIGHWAY 6233 Centroid YT LP3 WSC 1096 09DA001 HESS RIVER ABOVE EMERALD CREEK 4840 Station YT LP3 WSC 1097 09DC002 STEWART RIVER AT MAYO 1000 Station YT LP3 WSC 25760 1098 09DC003 STEWART RIVER ABOVE FRASER FALLS Station YT LP3 WSC 1099 09DD002 STEWART RIVER AT STEWART CROSSING 3400 Station YT LP3 1100 09DD003 STEWART RIVER AT THE MOUTH 11269 Centroid YT LP3 1101 09DD004 MCQUESTEN RIVER NEAR THE MOUTH 4754 Centroid YT LP3 1102 09EA003 KLONDIKE RIVER ABOVE BONANZA CREEK 6725 Centroid YT LP3 1103 09EA004 NORTH KLONDIKE RIVER NEAR THE MOUTH 1089 Centroid YT LP3 1104 09EB003 INDIAN RIVER ABOVE THE MOUTH 2213 Centroid YT LP3 WSC 1105 09FA001 WHITESTONE RIVER NEAR THE MOUTH 6730 Station YT LP3 WSC 27550 1106 09FB001 PORCUPINE RIVER BELOW BELL RIVER Station YT LP3 WSC 1107 09FB002 EAGLE RIVER AT DEMPSTER HIGHWAY BRIDGE 1720 Station YT LP3 1108 09FC001 OLD CROW RIVER NEAR THE MOUTH 13865 Centroid YT LP3 WSC 1109 09FD001 PORCUPINE RIVER AT OLD CROW 5500 Station YT LP3 1110 09FD002 PORCUPINE RIVER NEAR INTERNATIONAL BOUNDARY 3563 Centroid YT LP3 1111 10AA001 LIARD RIVER AT UPPER CROSSING 14234 Centroid YT LP3 WSC 1112 10AA002 TOM CREEK AT KILOMETRE 34.9 ROBERT CAMPBELL HIGHWAY 435 Station YT LP3 1113 10AA004 RANCHERIA RIVER NEAR THE MOUTH 4088 Centroid BC LP3 1114 10AA005 BIG CREEK AT KM 1084.8 ALASKA HIGHWAY 1010 Centroid BC LP3 1115 10AB001 FRANCES RIVER NEAR WATSON LAKE 12778 Centroid YT LP3 WSC 1116 10AB003 KING CREEK AT KILOMETRE 20.9 NAHANNI RANGE ROAD 13.7 Station YT LP3 49

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit WSC 1117 10AC003 DEASE RIVER AT OUTLET OF DEASE LAKE 1540 Station BC LP3 WSC 1118 10AC004 BLUE RIVER NEAR THE MOUTH 1700 Station BC LP3 1119 10AC005 COTTONWOOD RIVER ABOVE BASS CREEK 882 Centroid BC LP3 WSC 1120 10AD002 HYLAND RIVER AT KILOMETRE 108.5 NAHANNI RANGE ROAD 2150 Station YT LP3 WSC 1121 10BD001 BEAVER RIVER BELOW WHITEFISH RIVER 7280 Station YT LP3 LP3 10BE004 TOAD RIVER ABOVE NONDA CREEK 2542 Centroid BC 1122 (WRC) 1123 10BE007 TROUT RIVER AT KILOMETRE 783.7 ALASKA HIGHWAY 1174 Centroid BC LP3 WSC 1124 10BE008 GEDDES CREEK AT THE MOUTH 77.6 Station BC LP3 1125 10BE009 TEETER CREEK NEAR THE MOUTH 210 Centroid BC LP3 WSC 1126 10BE011 GRAYLING RIVER NEAR THE MOUTH 1780 Station BC LP3 1127 10BE013 SMITH RIVER NEAR THE MOUTH 3742 Centroid YT LP3 1128 10CB001 SIKANNI CHIEF RIVER NEAR FORT NELSON 2185 Centroid BC LP3 1129 10CD003 RASPBERRY CREEK NEAR THE MOUTH 277 Centroid BC LP3 1130 10CD004 BOUGIE CREEK AT KILOMETRE 368 ALASKA HIGHWAY 335 Centroid BC LP3 1131 10CD005 ADSETT CREEK AT KILOMETRE 386.0 ALASKA HIGHWAY 109 Centroid BC LP3 1132 10EA003 FLAT RIVER NEAR THE MOUTH 8635 Centroid NWT LP3 1133 10EB001 SOUTH NAHANNI RIVER ABOVE VIRGINIA FALLS 14529 Centroid NWT LP3 WSC 1134 10EB002 MAC CREEK NEAR THE MOUTH 216 Station NWT 3PLN WSC 31100 1135 10EC001 SOUTH NAHANNI RIVER ABOVE CLAUSEN CREEK Station NWT LP3 WSC 1136 10EC002 PRAIRIE CREEK AT CADILLAC MINE 495 Station NWT LP3 WSC 10ED003 BIRCH RIVER AT HIGHWAY NO. 7 542 NWT LP3 1137 Station (MOM) 1138 10FA002 TROUT RIVER AT HIGHWAY NO. 1 9268 Centroid NWT LP3 WSC 1139 10FB005 JEAN-MARIE RIVER AT HIGHWAY NO. 1 1310 Station NWT LP3 1140 10GA001 ROOT RIVER NEAR THE MOUTH 9840 Centroid NWT LP3 WSC 20200 1141 10GB006 WILLOWLAKE RIVER ABOVE METAHDALI CREEK Station NWT LP3 WSC 1142 10GC002 HARRIS RIVER NEAR THE MOUTH 701 Station NWT 3PLN WSC 1143 10GC003 MARTIN RIVER AT HIGHWAY NO. 1 2050 Station NWT LP3 1144 10HB005 REDSTONE RIVER 63 KM ABOVE THE MOUTH 14031 Centroid NWT LP3 WSC 1145 10HC003 BIG SMITH CREEK NEAR HIGHWAY NO. 1 980 Station NWT LP3 1146 10JA002 CAMSELL RIVER AT OUTLET OF CLUT LAKE 29397 Centroid NWT LP3 WSC 1147 10JA004 ACASTA RIVER ABOVE LITTLE CRAPEAU LAKE 2280 Station NWT LP3 1148 10JB001 JOHNNY HOE RIVER ABOVE LAC STE. THERESE 15441 Centroid NWT LP3 1149 10LA002 ARCTIC RED RIVER NEAR THE MOUTH 17940 Centroid NWT LP3 RENGLENG RIVER BELOW HIGHWAY NO. 8 (DEMPSTER 10LC003 1289 Centroid NWT 3PLN 1150 HIGHWAY) 1151 10LC007 CARIBOU CREEK ABOVE HIGHWAY NO. 8 (DEMPSTER HIGHWAY) 599 Centroid NWT LP3 1152 10MA001 PEEL RIVER ABOVE CANYON CREEK 20100 Centroid YT LP3 WSC 1153 10MA002 OGILVIE RIVER AT KILOMETRE 197.9 DEMPSTER HIGHWAY 5410 Station YT LP3 50

EDA / GDA Map Station Plotted Label Number Station Name (km2) at Prov Fit 1154 10MC002 PEEL RIVER ABOVE FORT MCPHERSON 45133 Centroid YT LP3 5780 10NC001 ANDERSON RIVER BELOW CARNWATH RIVER Centroid NWT LP3 1155 0 1156 10ND002 TRAIL VALLEY CREEK NEAR INUVIK 68.7 Centroid NWT LP3 1157 10PB001 COPPERMINE RIVER AT OUTLET OF POINT LAKE 19171 Centroid NWT LP3 WSC 46200 1158 10PC004 COPPERMINE RIVER ABOVE COPPER CREEK Station NUN LP3 1159 10PC005 FAIRY LAKE RIVER NEAR OUTLET OF NAPAKTULIK LAKE 6767 Centroid NUN LP3 1160 10QA001 TREE RIVER NEAR THE MOUTH 5811 Centroid NUN LP3 1161 10QC001 BURNSIDE RIVER NEAR THE MOUTH 16827 Centroid NUN LP3 WSC 1162 10QC002 GORDON RIVER NEAR THE MOUTH 1530 Station NUN LP3 1163 10QC004 BURNSIDE RIVER AT OUTLET OF CONTWOYTO LAKE 7054 Centroid NUN LP3 1164 10QD001 ELLICE RIVER NEAR THE MOUTH 16970 Centroid NUN LP3 1165 10RA001 BACK RIVER BELOW BEECHY LAKE 19698 Centroid NUN LP3 1166 10RA002 BAILLIE RIVER NEAR THE MOUTH 14600 Centroid NWT LP3 1167 10RC001 BACK RIVER ABOVE HERMANN RIVER 94853 Centroid NUN LP3 WSC 18100 1168 10SB001 HAYES RIVER ABOVE CHANTREY INLET Station NUN LP3 1169 10TF001 FRESHWATER CREEK NEAR CAMBRIDGE BAY 1522 Centroid NUN LP3 1170 11AA026 SAGE CREEK AT Q RANCH NEAR WILDHORSE 403 Centroid ALTA LP3 1171 11AA028 BEAR CREEK NEAR INTERNATIONAL BOUNDARY 77.5 Centroid ALTA LP3 1172 11AA029 MINERS COULEE NEAR INTERNATIONAL BOUNDARY 109 Centroid ALTA LP3 LP3 11AB009 MIDDLE CREEK NEAR THE SASKATCHEWAN BOUNDARY 297 Centroid ALTA 1173 (MOM) 1174 11AB027 BATTLE CREEK AT INTERNATIONAL BOUNDARY 1611 Centroid SASK LP3 1175 11AB075 LYONS CREEK AT INTERNATIONAL BOUNDARY 135 Centroid SASK LP3 1176 11AB082 LODGE CREEK NEAR ALBERTA BOUNDARY 794 Centroid ALTA LP3 1177 11AB083 LODGE CREEK BELOW MCRAE CREEK AT INT'L BOUNDARY 1828 Centroid SASK LP3 1178 11AB103 SQUAW COULEE NEAR WILLOW CREEK 87.2 Centroid SASK LP3 1179 11AB117 BATTLE CREEK AT ALBERTA BOUNDARY 87.2 Centroid ALTA LP3 1180 11AB118 BATTLE CREEK BELOW WILSON'S WEIR 667 Centroid SASK LP3 1181 11AC025 DENNIEL CREEK NEAR VAL MARIE 476 Centroid SASK LP3 1182 11AE007 MCEACHERN CREEK AT INTERNATIONAL BOUNDARY 441 Centroid SASK LP3 1183 11AE008 POPLAR RIVER AT INTERNATIONAL BOUNDARY 924 Centroid SASK LP3 1184 11AE009 ROCK CREEK BELOW HORSE CREEK NEAR INT'L BOUNDARY 840 Centroid SASK LP3

Appendix B: Annual Unit Runoff Maps

Figure 8: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, East

Figure 9: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, West 54 Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)

3 2 Figure 10: Annual Unit Runoff (dam /km ) for a 10% Probability of Exceedence, North 55

Figure 11: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, East 56

Figure 12: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, West Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)

3 2 Figure 13: Annual Unit Runoff (dam /km ) for a 25% Probability of Exceedence, North 58

Figure 14: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, East

Figure 15: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, West Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)

Figure 16: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, North 61

Figure 17: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, East

Figure 18: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, West Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)

3 2 Figure 19: Annual Unit Runoff (dam /km ) for a 70% Probability of Exceedence, North 64

Figure 20: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, East 65

Figure 21: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, West Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)

Figure 22: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, North 67

Figure 23: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, East

Figure 24: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, West Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)

Figure 25: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, North 70

Figure 26: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, East

Figure 27: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, West Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)

Figure 28: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, North 73

Appendix C: Annual Unit Runoff at Selected Probabilities of Exceedence for Stations Analyzed

Key: Standard Station EDA, not GDA Area and Flow Adjusted for Nested Stations. Poor Regression Naturalized Flow

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 01AD003 1350.0 748 664 579 521 504 487 443 01AE001 2260.0 770 677 588 522 509 487 442 01AF007 339.0 891 779 676 605 587 566 519 01AF009 182.0 857 764 676 610 588 571 523 01AG002 199.0 794 683 578 503 484 464 413 01AJ003 1210.0 909 773 642 555 531 507 446 01AJ004 484.0 905 762 628 539 517 492 432 01AJ010 350.0 914 809 686 594 569 540 466 01AK001 234.0 910 774 650 568 547 526 474 01AK006 5.7 675 584 495 433 418 400 358 01AK007 240.0 863 742 617 533 508 488 425 01AL002 1450.0 1007 876 745 657 633 608 546 01AL003 6.5 1181 997 819 702 671 639 559 01AL004 3.9 1057 910 758 653 622 591 514 01AM001 557.0 910 788 666 582 558 533 474 01AN002 1050.0 834 735 634 564 545 524 472 01AP002 668.0 820 729 627 551 528 506 446 01AP004 1100.0 936 823 705 621 598 575 514 01AQ001 239.0 1230 1084 937 837 812 782 711 01AR011 357.0 754 667 569 493 471 448 389 01AR012 357.0 25 22 18 16 16 15 14 01BC001 3160.0 832 750 661 598 579 560 513 01BD002 2760.0 797 717 638 580 565 551 511 01BD008 558.0 719 649 572 516 500 482 439 01BE001 2270.0 709 639 564 507 489 471 428 01BF001 1140.0 886 794 699 634 617 598 552 01BG005 1680.0 935 863 780 720 708 685 643 01BG008 1340.0 925 828 734 669 651 632 586 01BG009 1910.0 864 759 665 607 592 576 539 01BH005 645.0 1022 882 749 659 636 611 549 01BH007 534.0 1088 944 815 734 713 691 640 01BH010 659.0 836 734 643 584 569 554 516 01BJ001 363.0 876 763 653 573 554 532 474 01BJ003 510.0 839 733 629 557 539 518 469 01BJ004 88.6 865 783 700 641 625 608 565 01BJ010 217.0 829 719 608 535 516 493 441 01BJ012 43.2 831 755 669 606 588 567 516 01BL001 175.0 771 680 589 521 503 484 437 01BL002 173.0 850 746 642 566 546 524 471 01BL003 383.0 867 765 661 590 569 548 496 01BO001 5050.0 941 834 719 638 614 590 529 01BO002 611.0 966 853 736 656 633 610 550 01BO003 484.0 814 711 601 525 504 481 424 01BP001 1340.0 978 873 754 671 648 622 559 01BP002 28.7 882 763 641 557 533 509 446 01BQ001 948.0 921 806 688 603 580 556 494

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 01BR001 177.0 819 746 667 599 582 563 512 01BS001 166.0 880 783 687 614 594 573 520 01BU002 391.0 852 747 634 552 529 504 442 01BU003 129.0 1163 1023 868 759 728 694 609 01BV006 130.0 1592 1408 1215 1077 1038 1000 900 01CA003 48.4 767 698 616 550 531 510 455 01CA004 17.3 960 850 711 595 561 524 430 01CB002 114.3 864 777 689 629 612 594 549 01CB004 46.1 779 705 625 566 549 531 486 01CB005 12.9 739 667 593 541 526 511 471 01CC002 19.3 345 289 267 253 191 115 56 01CC003 4.9 593 516 435 372 356 337 291 01CC005 70.3 935 861 781 724 708 691 647 01CC010 11.7 862 808 782 757 692 605 528 01CD002 129.0 884 806 719 654 636 616 564 01CE004 33.1 894 825 746 683 662 644 589 01DD004 8.8 1012 896 770 678 653 625 555 01DG003 96.5 1223 1098 973 879 853 824 751 01DG006 266.3 756 716 700 686 637 575 521 01DH003 10.1 910 829 741 675 657 638 586 01DH004 202.0 1238 1124 1000 911 886 856 787 01DH005 287.0 1199 1077 948 854 829 801 732 01DL001 66.8 1098 982 863 777 753 729 665 01DN004 298.0 1181 1050 913 819 795 765 698 01DO001 249.0 1032 912 791 703 683 655 594 01DP004 94.3 1103 991 871 784 760 733 666 01DR001 181.2 1098 982 861 778 756 734 673 01EC001 496.9 1284 1161 1028 928 902 871 793 01ED005 426.0 1179 1093 1059 1028 917 792 679 01ED007 295.0 1166 1044 905 800 773 739 658 01EE005 15.3 1323 1180 1023 893 860 821 724 01EF001 1251.1 1095 983 863 771 747 719 651 01EG002 370.0 1165 1059 941 849 822 792 716 01EH003 26.9 1108 1011 903 818 796 770 703 01EJ001 135.9 1232 1133 1095 1066 944 790 652 01EJ004 13.1 1260 1122 969 847 817 779 681 01EN002 389.0 1550 1398 1242 1131 1100 1067 985 01EO001 1341.5 1223 1103 984 902 880 857 798 01ER001 45.1 1353 1226 1098 1007 982 953 887 01FA001 194.0 1320 1196 1072 985 964 938 881 01FB001 366.0 1765 1609 1459 1355 1325 1295 1221 01FB003 360.3 1318 1199 1077 994 969 946 883 01FH001 120.0 1417 1292 1150 1050 1025 1000 917 02AA001 1550.0 384 333 280 242 232 220 192 02AB008 187.0 429 347 268 216 202 188 153 02AB014 111.0 814 603 435 341 320 296 244

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 02AB017 210.0 438 368 302 260 250 239 211 02AB019 46.4 7241 2153 657 293 235 187 106 02AB021 392.0 464 395 329 281 268 255 221 02AC001 736.0 401 345 284 239 227 215 181 02AD010 650.0 454 402 346 306 295 283 252 02BA002 1190.0 513 475 420 369 354 337 291 02BA003 1320.0 477 439 390 347 335 320 282 02BA005 20.9 349 315 275 243 234 224 199 02BB002 1980.0 551 501 428 361 340 318 259 02BB003 4270.0 496 450 393 349 335 321 283 02BD003 1930.0 596 523 442 380 362 343 294 02BF001 1190.0 735 668 594 539 524 507 462 02BF002 1160.0 616 564 503 456 443 428 390 02BF004 51.5 635 563 482 421 404 384 336 02BF005 11.5 904 829 746 686 670 651 605 02BF006 8.6 896 814 728 667 649 631 584 02BF007 5.4 928 850 765 702 683 663 611 02BF008 4.1 752 679 600 547 532 515 473 02BF009 2.1 925 836 743 678 664 645 593 02BF012 1.2 699 641 579 533 521 506 470 02CA002 108.0 728 648 562 497 479 459 409 02CB003 1440.0 518 457 391 342 328 313 276 02CF007 272.0 449 404 354 313 301 288 255 02CF008 179.0 430 383 332 293 282 270 239 02CF011 704.0 517 464 405 358 344 330 291 02CF012 207.0 691 643 560 488 464 438 369 02DB007 59.0 898 803 702 627 607 585 527 02DD008 90.4 735 663 583 522 506 487 438 02DD012 741.0 615 556 483 424 406 387 339 02DD013 70.4 548 486 408 344 327 305 254 02DD014 37.3 665 601 517 445 424 402 340 02DD015 106.0 612 557 495 450 438 424 388 02EA005 321.0 704 623 542 489 474 458 417 02EA010 149.0 718 641 557 495 479 460 412 02EC002 1520.0 581 518 451 403 389 375 339 02EC009 181.0 293 259 223 197 190 181 161 02EC010 51.3 257 218 173 136 126 115 89 02EC011 282.0 404 354 301 264 254 243 215 02EC018 332.0 337 310 283 262 256 250 234 02ED003 1180.0 338 299 255 223 214 203 179 02ED007 117.0 716 663 611 574 564 553 526 02ED009 94.8 374 328 277 241 230 219 191 02ED010 127.0 369 320 271 235 225 215 189 02ED014 195.0 443 396 343 303 292 279 248 02ED015 239.0 83 76 68 62 60 58 53 02ED024 249.0 466 434 397 369 361 352 330

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 02ED102 211.0 380 341 297 264 254 244 218 02FA002 50.5 992 820 677 596 576 554 507 02FB007 181.0 674 608 529 462 444 423 367 02FC011 163.0 545 489 422 368 353 336 293 02FC016 329.0 526 471 413 374 362 350 319 02FD001 154.0 540 467 387 328 312 294 249 02FD002 54.9 734 670 597 541 525 506 459 02FE008 648.0 576 505 423 360 343 323 273 02FE009 376.0 660 569 468 394 372 351 295 02FE011 112.0 563 485 396 329 310 289 239 02FF004 41.4 664 510 372 290 271 249 199 02FF007 466.0 547 474 391 328 311 294 247 02FF008 110.0 523 437 354 297 282 266 227 02GA010 1030.0 457 408 349 303 290 276 239 02GA017 324.0 525 475 398 330 312 289 231 02GA018 552.0 630 480 362 295 279 263 225 02GA037 25.1 514 478 438 410 402 396 375 02GA038 326.0 534 460 383 325 310 293 251 02GB007 360.0 397 347 294 253 242 230 199 02GB009 91.9 495 428 355 301 287 271 232 02GC002 329.0 477 398 319 265 251 236 198 02GC010 342.0 506 444 374 325 310 292 254 02GC018 287.0 516 436 352 293 277 260 218 02GC021 68.4 602 548 488 443 431 417 382 02GC029 135.0 450 375 296 241 227 211 173 02GC031 95.4 475 404 328 276 261 245 208 02GD004 306.0 542 461 376 312 295 277 231 02GD009 140.0 590 508 421 359 343 325 280 02GD010 150.0 577 490 395 325 307 286 236 02GD019 36.0 656 561 464 394 378 358 308 02GD020 108.0 456 386 312 259 244 230 191 02GD021 149.0 515 440 360 302 286 269 226 02GE005 146.0 437 371 305 260 248 235 203 02GE007 202.0 474 399 317 258 242 224 182 02GG002 730.0 437 378 312 263 249 236 199 02GG003 1160.0 447 380 308 255 241 226 187 02GG004 609.0 409 250 144 93 83 72 50 02GG005 172.0 465 406 345 300 288 274 241 02GG006 267.0 431 357 284 235 222 208 174 02GG007 1240.0 422 361 296 248 235 221 185 02GG009 533.0 452 371 295 242 229 214 178 02GH002 125.0 390 329 264 219 207 194 162 02GH003 159.0 442 379 311 261 248 233 197 02GH004 29.6 459 405 355 324 316 308 287 02HA006 293.0 454 389 319 269 255 240 203 02HA014 60.9 438 394 342 300 289 276 241

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 02HB004 199.0 371 308 243 199 187 174 144 02HB012 82.6 441 377 311 264 252 237 203 02HB022 117.0 449 388 326 280 268 256 223 02HB023 132.0 492 418 344 293 280 265 229 02HC009 197.0 275 232 188 158 150 142 120 02HC013 88.1 578 489 395 328 310 291 243 02HC018 106.0 362 320 271 233 222 210 180 02HC019 93.5 512 458 400 358 347 335 303 02HC023 62.2 305 273 238 212 204 196 177 02HC025 303.0 322 289 254 228 221 213 193 02HC028 77.7 449 382 317 274 263 251 221 02HC029 130.0 470 416 360 319 308 296 266 02HC030 204.0 467 396 328 285 274 262 233 02HC031 148.0 330 264 201 158 147 136 108 02HC032 94.8 259 219 179 152 145 137 117 02HC033 70.6 458 399 341 302 292 280 254 02HC049 251.0 402 355 308 275 267 257 234 02HD002 262.0 466 424 382 354 347 339 319 02HD006 82.9 598 554 504 467 456 444 413 02HD007 77.7 452 407 354 315 304 291 259 02HD008 95.8 494 428 365 324 312 301 272 02HD009 82.6 421 390 356 332 324 317 298 02HD012 232.0 478 444 411 386 379 372 352 02HD013 41.6 399 349 293 252 243 231 202 02HE001 13.9 443 395 347 315 306 297 275 02HG001 189.0 371 326 279 247 238 228 204 02HJ001 110.0 411 361 308 269 259 247 219 02HK007 159.0 467 430 389 358 350 340 316 02HL004 712.0 472 423 369 330 319 306 277 02HM004 112.0 518 458 397 355 344 331 301 02HM005 155.0 621 558 492 443 430 415 378 02JB003 1680.0 595 544 490 453 443 432 405 02JB004 984.0 618 553 488 442 430 417 384 02JB013 2590.0 579 514 456 421 409 402 376 02JC008 1780.0 475 426 383 355 348 340 322 02KA003 7.3 296 251 210 185 178 171 155 02KA004 0.9 287 254 218 194 187 180 161 02KA005 3.6 336 278 228 196 188 179 159 02KC014 443.0 409 363 321 289 280 271 248 02KD002 837.0 581 517 446 389 374 357 313 02KF011 269.0 413 370 328 298 290 281 259 02KF016 357.0 529 476 420 381 370 359 331 02KJ003 2110.0 467 421 377 345 337 328 306 02KJ007 2110.0 138 115 93 79 75 71 61 02LA007 559.0 442 388 336 302 293 283 259 02LB006 433.0 517 441 370 323 312 300 270

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 02LB007 246.0 528 455 377 324 309 294 256 02LB008 440.0 582 498 423 375 364 352 323 02LB017 69.2 546 468 389 332 318 302 263 02LB020 189.0 484 421 360 318 307 295 265 02LB022 152.0 517 441 367 316 303 289 253 02LC027 109.0 794 712 634 583 569 554 519 02LC043 39.9 965 850 742 672 652 632 584 02LD001 1990.0 638 573 508 460 447 433 396 02LD005 1330.0 617 552 477 420 403 385 340 02LG005 6840.0 689 629 570 528 518 504 475 02LH002 1780.0 567 498 431 387 374 362 330 02LH004 1290.0 533 477 421 383 373 362 336 02MB006 111.0 552 478 404 353 340 325 289 02MC001 404.0 542 475 403 354 342 327 292 02MC026 124.0 602 531 460 410 397 382 346 02NE011 1570.0 720 656 585 533 519 503 464 02NF003 1390.0 672 608 543 499 487 474 442 02OA025 28.0 746 675 607 561 546 532 500 02OA030 18.9 1074 979 889 831 810 794 751 02OA057 643.0 558 482 404 350 336 320 281 02OB037 647.0 672 583 498 445 431 416 380 02OD003 1540.0 851 753 669 605 588 571 527 02OE018 220.0 827 750 677 632 618 605 573 02OE027 642.0 807 710 623 570 556 542 509 02OE032 738.0 954 860 772 714 699 683 645 02OF020 280.0 661 575 493 439 429 411 379 02OG007 153.0 680 613 546 498 485 470 433 02OG026 342.0 617 544 468 415 401 383 345 02OG041 583.0 734 650 563 503 485 468 424 02OH008 387.0 783 682 576 499 478 455 401 02OJ024 309.0 638 553 472 421 408 392 356 02OJ026 325.0 582 489 403 348 332 317 279 02PA007 4480.0 837 750 670 616 603 589 554 02PB002 1800.0 1094 978 856 767 739 711 644 02PB006 642.0 1129 1028 928 860 841 821 773 02PC009 355.0 918 817 724 668 651 637 600 02PD002 1100.0 1218 1109 991 918 895 874 818 02PD004 269.0 1149 1074 993 933 914 896 848 02PD006 58.8 1207 1097 991 922 905 884 837 02PD012 3.9 1145 1028 924 860 845 827 789 02PD013 9.2 1265 1145 1043 968 949 928 875 02PD014 1.2 1139 1041 943 869 852 836 784 02PD015 3.6 1272 1165 1048 958 933 905 832 02PD018 0.7 1012 920 829 768 751 733 688 02PE009 865.0 814 710 618 562 547 532 496 02PE014 24.9 952 827 711 643 622 606 558

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 02PG004 500.0 788 696 600 534 516 496 446 02PG022 795.0 843 747 652 582 565 545 494 02PJ002 1170.0 783 693 608 550 536 520 480 02PJ007 709.0 839 717 605 536 519 499 456 02PJ030 691.0 867 755 656 592 576 560 520 02PK005 356.0 837 711 596 520 500 480 430 02PL005 919.0 918 811 716 657 643 628 591 02PL007 2330.0 880 768 670 605 588 571 532 02PL009 227.0 868 789 705 648 634 617 577 02PL012 25.7 1354 1218 1089 1004 981 957 903 02QA002 1610.0 739 665 589 534 520 504 464 02QA017 492.0 756 679 596 535 518 500 455 02QB011 721.0 1065 960 856 784 764 745 693 02QC001 1200.0 950 828 717 648 629 611 567 02QC009 774.0 1110 1009 908 840 822 801 752 02QC014 59.8 1221 1077 925 814 784 751 667 02RB004 3600.0 828 778 725 686 675 661 631 02RC011 1090.0 622 586 546 514 505 494 467 02RD002 9320.0 779 734 682 643 631 618 585 02RD003 9870.0 742 688 631 589 576 563 531 02RF001 15300.0 725 673 617 578 567 556 526 02RF002 11100.0 764 709 651 609 597 585 552 02RF006 4330.0 732 672 612 568 557 543 510 02RF009 585.0 602 538 468 414 400 383 340 02RH027 495.0 933 877 822 784 774 762 735 02RH035 1110.0 919 851 790 751 741 730 704 02RH045 746.0 1091 1042 988 948 936 924 890 02RH047 1100.0 1045 982 904 845 829 810 763 02RH048 572.0 551 503 455 416 406 393 364 02RH049 736.0 774 696 614 557 542 526 484 02SC001 793.0 755 673 594 540 526 511 473 02SC002 2010.0 1159 1065 965 900 881 861 811 02UA003 1570.0 1076 975 873 796 777 758 701 02UC002 19000.0 826 758 684 637 626 611 579 02UC003 3390.0 767 684 608 560 546 534 501 02VA001 684.0 1161 1025 902 826 807 787 738 02VB004 7230.0 869 798 729 682 669 656 622 02VC001 13000.0 869 800 718 659 642 625 578 02WA001 2060.0 1180 1053 927 845 820 796 738 02WA002 5590.0 1027 927 826 758 741 721 673 02WB003 15600.0 910 833 750 686 673 654 608 02WC001 2950.0 1315 1197 1078 990 966 939 875 02WD001 179.0 1240 978 743 598 559 523 433 02WD003 604.0 1300 1096 901 773 738 704 616 02XA003 4540.0 861 775 689 628 612 595 548 02XA004 2060.0 864 782 699 641 621 607 563

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 02XA007 12100.0 1000 909 812 739 719 697 640 02XB001 5750.0 1056 998 937 892 880 864 828 02XB002 1060.0 1000 936 868 815 800 783 739 02XC001 6630.0 855 784 701 635 615 594 540 02YA001 306.0 1059 971 886 824 807 791 748 02YC001 624.0 1473 1343 1220 1136 1114 1090 1032 02YD002 200.0 1040 945 855 795 780 760 720 02YE001 95.7 1850 1703 1557 1452 1432 1400 1338 02YG001 627.0 1643 1555 1456 1381 1360 1338 1281 02YJ001 640.0 1516 1383 1255 1166 1142 1117 1053 02YJ002 120.0 1450 1300 1158 1067 1050 1025 967 02YK002 470.0 1417 1317 1206 1121 1096 1070 1000 02YK005 391.0 1059 990 903 824 801 775 706 02YL001 1639 1194 1096 996 924 906 883 830 02YL004 58.5 1215 1123 1017 933 908 882 810 02YL008 471.0 2068 1919 1781 1690 1667 1641 1582 02YM001 974.0 752 694 627 575 560 543 499 02YM003 93.2 1180 1056 913 799 767 733 642 02YN002 469.0 1574 1475 1365 1277 1252 1224 1151 02YO003 378.0 987 907 817 746 725 704 643 02YO006 177.0 983 915 825 746 723 695 627 02YO008 773.0 1048 986 904 833 811 788 723 02YO012 58.7 1247 1121 980 869 838 804 716 02YP001 63.8 1208 1110 992 900 873 843 766 02YQ001 4369.2 1025 951 859 782 760 733 669 02YQ004 2200.0 1023 945 855 782 759 736 673 02YQ005 80.8 1142 1053 949 868 844 818 750 02YR001 275.0 938 865 775 702 680 658 596 02YR002 399.0 947 875 779 699 674 649 579 02YR003 554.0 958 884 791 713 691 666 599 02YS001 1290.0 1054 961 868 798 783 760 711 02YS003 36.7 1076 1000 902 815 787 760 681 02YS005 2000.0 945 880 800 725 705 685 620 02ZA001 343.0 1155 1082 1000 942 924 907 860 02ZA002 72.0 1417 1326 1218 1135 1110 1083 1013 02ZA003 139.0 2065 1928 1784 1676 1647 1612 1525 02ZB001 205.0 2507 2312 2098 1941 1893 1844 1717 02ZC002 230.0 2348 2170 1983 1843 1804 1761 1652 02ZD002 1340.0 1582 1463 1336 1246 1216 1187 1112 02ZE004 99.5 1286 1196 1085 988 960 928 844 02ZF001 1170.0 1291 1205 1094 1000 974 940 863 02ZG001 205.0 1576 1498 1385 1288 1259 1224 1132 02ZG002 166.0 1705 1602 1476 1367 1331 1295 1193 02ZG003 115.0 1522 1417 1287 1191 1165 1130 1052 02ZG004 42.7 1691 1578 1461 1377 1351 1326 1260 02ZH001 764.0 1267 1158 1041 950 925 898 827

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 02ZH002 43.3 1617 1517 1386 1273 1238 1199 1095 02ZJ001 67.4 1255 1123 978 869 838 804 720 02ZJ002 73.6 1285 1211 1114 1031 1005 977 901 02ZJ003 106.0 1160 1057 953 868 844 818 748 02ZK001 301.0 1385 1292 1179 1090 1063 1037 960 02ZK002 89.6 1719 1585 1429 1317 1283 1250 1150 02ZK003 37.2 1651 1503 1352 1245 1215 1183 1102 02ZK004 104.0 1894 1769 1615 1510 1471 1442 1346 02ZL003 10.8 1500 1333 1157 1046 1009 972 889 02ZL004 28.9 1170 1076 969 886 862 837 768 02ZM006 3.6 1430 1300 1165 1072 1047 1019 948 02ZM008 52.7 1524 1423 1315 1231 1209 1184 1118 02ZM009 53.6 1959 1834 1705 1610 1584 1556 1481 02ZM018 10.7 1860 1710 1551 1449 1421 1393 1308 02ZM020 17.8 1635 1534 1421 1343 1320 1292 1230 02ZN001 53.3 2045 1932 1807 1707 1677 1645 1563 03AB003 18700.0 711 663 610 572 561 551 519 03AC001 2010.0 607 547 489 446 434 422 391 03AC002 8310.0 687 627 567 526 514 502 472 03AC004 22200.0 671 599 536 495 486 477 455 03BA003 7280.0 979 901 816 753 734 714 663 03BB002 18100.0 845 790 735 691 674 663 630 03BD002 9820.0 661 609 557 522 513 503 479 03BF001 6090.0 619 567 517 483 475 465 442 03CA001 11600.0 827 772 710 664 650 635 597 03CB003 1870.0 797 701 599 533 514 495 447 03CB004 21400.0 841 780 715 664 645 631 584 03CD001 1970.0 726 680 624 574 563 548 506 03CD002 3700.0 727 670 608 557 543 527 484 03CE001 3390.0 732 676 602 546 528 510 460 03DA002 12800.0 883 797 696 621 600 577 517 03DB004 9320.0 650 618 582 553 545 535 512 03DC002 37000.0 768 705 641 592 581 568 530 03DC003 10200.0 678 633 587 554 545 535 511 03DD002 13200.0 747 690 627 578 564 548 509 03DE001 10900.0 649 606 553 511 499 485 449 03DE002 1860.0 1226 1113 973 866 833 796 710 03EC001 4660.0 612 552 491 448 436 425 393 03ED004 7280.0 521 482 438 404 393 382 352 03EE003 4370.0 549 529 499 474 465 455 430 03FA002 12500.0 688 658 618 584 574 562 531 03FB001 3830.0 919 846 762 695 674 653 595 03FB002 1410.0 929 872 809 752 730 716 662 03FC001 1390.0 1309 1216 1101 1007 986 950 871 03FC003 11700.0 369 353 332 314 309 303 285 03FC005 1220.0 984 910 811 724 698 668 589

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 03FC007 10400.0 54 50 46 42 41 40 37 03FC008 10400.0 347 332 313 294 289 284 266 03GB001 11200.0 319 290 256 229 221 213 191 03HA001 26900.0 483 442 401 368 359 349 324 03HA009 4120.0 510 466 422 391 381 371 347 03JB001 41700.0 511 475 434 398 388 379 350 03KA001 8830.0 436 404 368 341 333 324 301 03LA002 20300.0 966 818 690 611 591 571 522 03LD004 8990.0 671 636 588 546 534 518 478 03MB001 2140.0 537 514 481 451 441 429 398 03MC001 3680.0 715 655 601 565 557 546 524 03NF001 7570.0 853 783 704 641 622 602 550 03NG001 8930.0 856 782 697 632 613 592 539 03OA001 19000.0 789 721 647 595 579 563 522 03OC006 21400.0 827 757 668 589 565 542 477 03OD005 69200.0 798 684 575 504 486 465 416 03OE003 2330.0 936 863 790 734 717 700 657 03PB002 4480.0 781 721 652 600 585 569 527 03QC001 10900.0 899 812 726 668 652 636 594 04CA003 619.0 414 331 260 215 205 192 165 04CB001 10800.0 431 354 281 236 224 212 182 04CD002 4270.0 337 293 251 223 215 207 186 04CE002 4350.0 361 310 262 229 220 210 186 04DC002 4710 380 321 257 211 199 186 154 04FA002 1540 473 382 294 236 221 205 167 04FA003 4900 488 408 329 273 259 245 206 04GA002 5390 386 325 265 224 213 200 173 04GB005 1170 323 294 259 232 223 215 192 04GF001 1890 384 321 256 210 197 184 151 04JA002 3780 495 450 402 365 357 347 320 04JC002 2410 411 368 322 289 280 270 244 04JC003 3290 429 389 347 316 307 299 275 04JD005 2020 476 420 360 315 303 290 255 04JF001 5360 407 356 306 269 259 248 222 04KA001 4250 405 362 311 266 254 240 206 04KA002 133 501 443 376 324 309 293 252 04MD004 401 541 484 421 379 367 354 324 04MF001 6680 567 506 437 386 373 356 317 04NA001 3680.0 622 560 500 457 443 432 399 04NB001 11200.0 646 582 523 484 474 463 437 05AA004 157.5 349 267 190 142 130 117 89 05AA008 402.7 531 454 375 320 305 291 251 05AA022 820.7 814 709 593 506 483 456 390 05AA023 1446.1 387 321 257 214 202 191 161 05AA024 4382.0 275 230 184 151 143 133 110 05AA026 142.6 466 384 306 253 239 224 189

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 05AA027 217.6 519 433 346 286 270 252 210 05AA028 376.0 910 790 662 569 545 516 447 05AB013 255.8 72 40 20 11 9 7 4 05AB029 130.2 71 41 18 8 6 5 2 05AC023 3297.0 11 9 8 7 6 6 6 05AD005 319.2 1140 996 849 742 711 680 601 05AD010 226.8 653 551 441 364 343 321 265 05AD016 30.5 850 715 574 476 449 420 354 05AD035 226.1 37 22 10 5 4 3 1 05AE002 312.3 312 228 158 117 108 97 75 05AE005 186.6 88 55 32 20 18 15 10 05AE006 3305.0 244 169 105 69 61 53 35 05AE016 712.2 173 79 37 22 19 17 12 05AE027 1157.0 733 609 497 426 407 388 342 05AH003 613.0 38 21 9 4 3 2 1 05AH005 1760.3 19 14 11 8 7 6 4 05AH037 205.7 53 30 13 6 5 3 1 05AH041 424.8 50 29 14 7 5 4 2 05BA001 422.4 864 812 758 722 713 703 675 05BB001 2209.6 608 561 515 474 465 452 427 05BB004 110.2 448 395 339 296 285 272 240 05BB005 150.6 783 710 640 587 572 556 515 05BC001 750.6 204 151 121 111 110 108 106 05BD005 452.1 456 403 345 305 294 281 250 05BF003 358.9 761 708 646 599 585 571 532 05BF016 9.1 533 471 403 351 337 321 282 05BF025 896.8 500 432 372 334 325 316 292 05BG006 332.5 304 241 190 159 151 143 125 05BH003 588.8 50 25 13 9 8 7 5 05BH009 570.7 186 133 92 69 64 59 47 05BJ001 1235.7 277 212 156 122 113 104 84 05BJ004 790.8 482 381 306 267 258 249 230 05BJ010 1189.3 90 67 48 36 34 31 24 05BK001 260.5 152 112 78 58 53 48 36 05BL007 236.0 186 119 68 42 36 30 19 05BL013 507.2 221 159 108 79 72 65 50 05BL014 594.3 439 353 278 231 219 205 177 05BL019 773.6 463 396 328 282 269 256 222 05BL021 132.4 793 696 591 517 497 475 421 05BL022 165.5 528 442 358 302 288 271 233 05BL023 231.9 234 168 113 82 75 68 51 05BL024 3941.3 160 123 89 70 65 60 48 05BM007 110.4 46 22 8 3 2 2 1 05CA002 821.2 241 194 147 117 110 101 82 05CA003 5.6 204 148 98 68 61 54 38 05CA009 2245.7 384 340 296 266 259 250 229

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 05CB001 2439.2 72 57 43 34 31 28 22 05CB002 451.3 216 170 118 81 72 62 41 05CB004 634.1 145 129 112 100 97 94 85 05CC001 1458.1 83 58 38 27 25 23 18 05CC007 1857.3 122 88 61 46 42 38 30 05CC008 353.1 183 123 79 56 50 45 33 05CC009 238.8 129 88 58 43 40 36 28 05CE002 1965.0 32 17 8 4 4 3 2 05CE005 2198.5 22 11 5 2 2 2 1 05CE006 641.6 28 14 6 3 3 2 1 05CE007 955.8 32 17 8 5 4 3 2 05CG004 169.2 21 10 4 2 1 1 0 05CH008 780.7 33 13 4 2 1 1 0 05CK001 383.7 8 3 1 0 0 0 0 05CK005 308.8 8 3 1 0 0 0 0 05DA009 1923.2 1069 1007 918 844 818 792 725 05DA010 21.0 823 751 675 623 609 590 552 05DB001 3220.4 309 253 205 176 169 161 143 05DB002 844.1 249 195 152 127 121 114 99 05DB003 1342.8 356 302 255 226 218 211 192 05DB005 208.0 296 234 180 148 139 131 111 05DC006 2252.8 304 252 206 176 169 161 142 05DC011 347.3 284 226 173 140 131 122 101 05DD007 2601.5 277 284 312 369 392 423 557 05DD008 493.1 367 290 229 193 184 175 154 05DD009 875.7 277 204 150 120 113 106 90 05DE007 559.0 168 117 80 61 56 52 42 05DF004 589.4 91 61 39 27 24 22 16 05DF006 306.9 79 48 27 17 14 12 8 05EA010 121.2 147 101 63 40 35 30 20 05EC002 207.1 83 36 13 6 4 3 1 05EC005 1163.2 59 34 16 8 7 5 3 05EE003 340.4 184 73 25 10 8 6 2 05EE007 2002.4 24 19 11 6 5 3 2 05EF004 581.9 33 25 18 15 14 13 11 05EF005 472.9 74 35 14 6 5 4 2 05EG004 273.8 42 31 22 16 15 13 10 05FA014 61.2 49 29 16 10 9 7 5 05FA022 723.6 82 45 21 11 9 7 4 05FB002 814.9 34 20 11 6 5 5 3 05FC001 3615.3 72 43 21 11 9 7 4 05FC002 193.5 71 40 17 7 6 4 2 05FD005 728.9 17 7 2 1 1 1 0 05FE002 146.8 62 43 30 24 22 21 18 05FF003 333.9 63 30 11 5 3 3 1 05GA003 227.3 33 15 5 2 2 1 1

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 05GB004 52.2 68 31 12 6 5 4 2 05GC002 1116.2 32 16 7 4 3 3 1 05GC006 2068.1 28 15 7 4 3 2 1 05GC007 44.8 44 24 11 6 5 4 2 05GF001 681.5 61 40 25 18 16 15 12 05GF002 2057.0 55 36 22 16 14 13 10 05GG010 356.2 122 64 26 11 8 6 2 05HA003 255.8 60 45 31 23 21 19 14 05HA015 300.3 23 12 5 2 2 1 1 05HA069 217.1 38 15 4 1 1 0 0 05HA072 526.8 27 12 5 2 2 1 1 05HC003 34.6 41 23 11 6 5 4 2 05HC005 106.3 41 20 8 3 2 2 1 05HE001 211.1 49 27 12 6 5 4 2 05HF014 10.0 52 30 16 10 9 7 5 05HF022 20.0 111 55 24 12 9 7 4 05HG002 193.0 74 38 15 7 5 4 2 05HH002 70.4 67 39 19 10 8 6 3 05HH003 132.8 70 35 12 4 3 2 1 05JA002 3789.6 34 18 8 4 3 2 1 05JA003 256.9 42 20 7 3 2 1 0 05JB004 338.9 34 21 10 5 4 4 2 05JB007 87.2 65 42 22 12 9 8 4 05JC004 278.6 59 38 19 9 7 5 2 05JC006 941.7 43 23 9 4 3 2 1 05JC007 87.1 49 32 16 8 7 5 2 05JD004 44.1 93 52 22 10 8 6 3 05JE002 386.7 102 61 18 4 2 0 0 05JE004 1627.1 77 29 9 2 0 0 0 05JE005 519.8 90 46 21 11 9 8 4 05JE009 137.9 107 57 24 10 8 6 2 05JF004 220.0 119 61 21 7 5 3 1 05JF008 15.3 60 41 23 12 10 8 4 05JF011 270.9 76 37 14 6 5 3 1 05JF014 105.2 41 30 18 10 9 7 4 05JG013 232.7 43 23 11 6 5 4 2 05JG014 113.5 41 24 13 7 6 5 3 05JH001 660.8 36 20 9 5 4 3 1 05JJ003 429.7 52 29 10 4 3 2 1 05JJ009 83.3 43 21 9 4 3 2 1 05JJ010 292.2 55 26 9 4 3 2 1 05JK004 154.9 35 19 9 5 4 4 2 05JL005 220.5 97 45 16 7 5 4 1 05JM010 377.7 86 43 17 7 5 4 1 05JM012 156.1 99 53 24 12 10 8 4 05JM015 213.2 98 60 35 23 21 18 13

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 05KA009 392.8 119 61 25 11 9 7 3 05KB003 2713.2 95 52 24 12 10 8 4 05KB005 292.3 93 58 29 15 12 10 5 05KB006 121.1 93 65 42 27 23 19 9 05KB011 439.2 94 65 35 18 14 11 5 05KE002 4636.8 99 65 42 31 28 26 20 05KE005 1770.2 67 38 16 7 5 4 1 05KE007 120.0 102 49 18 7 5 4 2 05KF001 1863.8 200 155 120 100 96 91 79 05KJ014 74.3 293 237 187 158 149 141 122 05LA004 555.5 82 52 30 19 17 14 10 05LB002 1824.7 115 74 43 27 23 20 13 05LB004 82.3 96 63 33 17 13 10 5 05LB005 2295.2 93 51 23 11 9 7 3 05LB007 513.0 158 132 106 89 84 79 67 05LB010 339.7 116 82 54 39 36 32 24 05LD001 3104.0 182 134 88 59 52 45 30 05LD003 350.1 172 132 94 70 64 58 44 05LE004 2083.4 135 105 71 47 41 35 22 05LE005 839.7 145 113 77 53 46 40 26 05LE006 3593.9 112 88 61 41 37 32 20 05LE010 137.5 252 215 167 128 117 105 78 05LE011 166.2 106 69 40 25 22 18 12 05LF001 300.1 292 255 208 171 160 149 120 05LF002 170.0 286 240 185 143 132 119 91 05LG001 209.6 216 189 146 107 97 85 57 05LG004 228.0 256 216 160 115 103 90 60 05LG006 435.2 119 84 54 37 33 29 20 05LJ005 345.3 227 174 125 93 85 77 58 05LJ007 954.5 129 90 58 39 36 32 22 05LJ011 826.7 152 116 71 40 33 26 13 05LJ012 675.7 154 111 71 48 42 37 25 05LJ016 262.8 126 89 51 30 25 20 11 05LJ019 135.1 116 78 49 34 30 27 19 05LJ021 1078.3 107 70 42 27 24 20 14 05LJ027 70.0 198 146 101 75 69 62 47 05LJ801 23.5 289 222 159 118 108 97 73 05LL009 151.6 128 90 57 37 32 28 18 05LL013 201.5 98 73 52 40 37 33 26 05LL014 95.7 99 88 75 66 63 60 53 05LL015 1065.6 90 53 27 15 13 10 6 05LL017 61.7 188 143 94 61 53 45 28 05LL028 291.6 43 28 16 11 9 8 5 05MA011 252.7 88 50 22 10 8 6 2 05MA012 317.0 76 48 24 12 10 8 4 05MA016 206.3 92 50 22 10 8 6 2

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 05MA020 89.8 133 78 37 19 15 12 6 05MA023 382.3 90 43 16 7 5 4 2 05MA025 150.9 65 38 17 8 6 5 2 05MB001 231.2 253 128 55 26 21 16 8 05MB005 84.8 119 50 17 7 5 4 1 05MB007 97.0 145 95 48 23 18 14 6 05MB008 439.5 120 60 26 13 10 8 4 05MC001 1166.2 129 75 39 22 19 16 10 05MC002 156.1 105 62 30 15 12 10 5 05MC003 152.8 115 71 41 26 23 20 14 05MC004 149.0 113 68 34 18 15 12 6 05MD004 3841.8 83 58 35 22 20 16 11 05MD005 937.6 174 135 99 75 69 63 49 05MD010 89.7 135 89 52 33 28 24 15 05ME003 555.6 178 119 73 49 43 38 26 05ME005 53.4 113 78 43 23 19 15 7 05MF001 1585.8 143 103 67 45 40 35 24 05MG001 185.9 97 54 28 16 14 12 8 05MG003 152.8 87 43 17 8 6 5 2 05MG004 277.3 109 54 21 9 7 5 2 05MG006 18.4 180 94 40 19 15 11 5 05MH006 262.1 82 48 22 10 7 5 2 05MH007 135.0 93 66 36 19 15 12 6 05MH008 198.4 163 105 61 39 34 29 19 05MH011 497.9 75 46 22 11 9 7 3 05MJ004 556.1 138 81 42 25 21 18 11 05NA005 143.0 95 48 19 8 6 5 2 05NB001 1367.3 52 16 4 2 1 1 1 05NB014 199.8 64 35 11 3 2 1 0 05NB021 328.0 79 45 20 10 7 6 3 05NB031 372.6 100 45 16 6 5 4 1 05NF002 1364.6 56 29 11 4 3 2 1 05NF006 393.4 46 20 7 3 2 1 1 05NF007 558.7 67 23 6 2 1 1 0 05NF008 177.9 53 20 6 2 2 1 0 05NF013 392.7 51 20 6 2 2 1 0 05NG003 1399.8 97 61 24 1 1 0 0 05NG010 439.6 96 61 31 16 13 10 5 05NG024 1185.6 84 48 24 14 12 10 6 05NG027 197.4 131 77 37 19 15 12 6 05OA005 61.2 193 100 40 17 13 9 4 05OA008 270.7 173 105 51 26 21 16 8 05OA014 131.9 223 129 60 30 24 19 9 05OB006 79.4 180 102 46 21 17 13 6 05OB010 270.9 113 68 34 17 14 11 6 05OB016 262.9 211 91 33 14 11 8 4

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 05OB021 170.1 181 99 46 23 19 15 8 05OC016 922.9 108 61 29 15 13 10 5 05OC019 780.3 123 68 31 15 12 9 5 05OC022 194.9 180 91 39 19 15 12 6 05OD028 224.8 137 78 39 21 18 15 8 05OD030 4106.1 195 130 78 50 44 38 25 05OE001 1417.5 151 97 57 36 32 27 18 05OE006 480.8 107 64 35 21 19 16 10 05OE007 348.3 207 119 59 32 26 21 12 05OE010 403.3 362 168 68 32 26 21 11 05OF009 202.2 130 89 55 36 32 28 18 05OF011 540.2 89 59 36 23 20 17 11 05OF014 617.0 104 60 30 16 13 11 6 05OF017 74.2 441 200 83 42 34 28 16 05OF018 127.0 91 55 29 17 14 12 7 05OF020 1800.2 94 51 25 13 12 9 5 05OG001 1610.5 104 61 32 19 16 13 8 05OH007 579.5 167 112 68 45 39 34 23 05OH008 705.1 140 93 48 23 18 14 6 05OJ002 665.7 147 99 57 34 29 24 14 05OJ008 526.2 121 69 36 21 18 15 10 05OJ016 240.1 144 99 61 39 34 29 18 05PA012 4510 377 319 264 226 215 204 178 05PB014 4870 370 302 236 192 180 168 138 05PB018 332 370 334 285 242 230 216 181 05PC010 168 336 260 187 140 129 116 88 05PC011 461 315 239 167 121 110 98 71 05PC016 274 293 240 188 154 145 135 113 05PD015 7.25 370 284 203 152 139 126 95 05PD017 1.68 413 341 261 202 186 170 130 05PD023 3.9 333 269 203 157 145 132 102 05PH003 3747.8 209 159 107 72 64 55 36 05QA004 4450 375 310 252 213 203 192 167 05QC003 2370 307 265 219 185 175 165 139 05QE008 1690 312 248 191 154 146 136 113 05QE009 1530 331 265 205 165 155 144 118 05QE012 548 292 239 190 159 151 142 121 05RA001 1831.3 248 223 180 140 128 115 83 05RA002 714.7 224 204 168 130 119 106 75 05SA002 1576.6 173 118 71 45 39 33 20 05SC002 1033.4 103 68 41 26 23 20 13 05SD003 1075.6 112 76 46 30 26 22 15 05TG002 885.7 263 213 166 134 125 116 94 05UF004 1088.5 585 455 348 288 273 257 222 05UG001 3273.2 295 244 195 163 154 145 123 05UH001 1563.3 336 271 214 179 170 161 139

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 05UH002 2190.9 353 280 214 173 163 152 126 06AB001 4728.0 116 85 58 42 38 34 25 06AC001 344.3 72 44 22 12 10 8 4 06AE001 139.5 75 42 21 12 10 8 5 06BA002 2328.0 185 142 103 79 73 67 52 06BB004 930.9 145 114 83 62 56 50 38 06BB005 4573.7 121 99 70 48 43 37 24 06BD001 3669.6 214 183 153 132 127 121 106 06CE001 4548.7 200 168 133 107 100 93 76 06DA005 3023.0 238 205 179 163 159 155 147 06FB002 4274.5 313 257 206 171 163 153 131 06FD002 1892.3 360 299 240 201 191 181 154 06HB002 27000.0 308 273 233 203 194 185 161 06HD001 6900.0 281 252 225 206 200 194 181 06JB001 5829.2 211 197 173 151 144 137 116 06JC002 59921.7 234 192 154 129 123 116 99 06KC003 67300.0 218 199 177 162 158 153 141 06LA001 21420.0 254 228 199 177 171 164 147 06LC001 35574.0 483 436 391 360 351 343 320 06LC002 12100.0 234 209 186 171 168 164 154 06MA002 432.0 264 218 176 150 143 137 120 06MB001 30100.0 259 227 194 171 164 157 140 07AA001 628.5 656 581 515 476 465 455 430 07AA002 3872.7 826 769 713 677 666 656 627 07AA007 29.3 1556 1426 1286 1187 1160 1129 1051 07AB002 1586.6 560 489 428 391 382 372 350 07AC001 959.8 301 240 186 153 145 136 117 07AF002 2551.3 370 293 230 194 185 176 154 07AF003 25.9 440 333 250 205 193 182 156 07AF010 178.0 206 155 115 94 89 83 71 07AG003 807.3 274 196 139 109 102 95 79 07AH001 1661.7 242 192 146 117 109 101 83 07AH002 423.1 123 91 66 52 48 45 37 07AH003 1145.1 198 159 125 105 100 93 81 07BB002 4334.1 251 185 135 108 102 96 82 07BB004 616.5 156 112 69 43 37 31 18 07BB005 295.1 160 108 67 45 40 35 24 07BB006 2200.0 79 53 30 18 15 12 7 07BC007 297.8 87 46 20 9 7 5 2 07BF001 1466.6 260 193 136 104 95 87 69 07BF002 1151.8 215 152 102 74 68 61 47 07BJ001 1900.4 316 257 198 158 147 136 110 07BJ003 155.1 435 361 288 239 226 213 179 07BK005 2566.6 181 129 86 62 56 51 37 07BK007 2100.4 182 135 89 60 53 46 31 07CA006 1120.4 161 110 69 46 41 36 25

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 07CD004 962.0 177 140 105 82 76 70 56 07DA006 1320.3 181 151 118 94 88 81 64 07DA008 1457.0 139 114 86 65 59 53 39 07DA018 164.8 185 145 103 75 68 60 43 07DD002 2730.9 187 170 153 142 139 135 127 07EA002 2410.0 747 705 656 618 606 593 560 07EA004 4145.0 526 492 456 427 420 410 388 07EA007 1688.6 675 628 580 542 531 519 489 07EB002 2192.9 666 625 579 543 529 520 488 07EC002 5496.9 619 548 486 446 437 426 400 07EC003 3058.8 546 510 471 441 432 425 399 07EC004 1947.7 683 632 580 544 539 524 500 07ED001 4350.0 510 467 416 379 370 359 329 07EE007 4929.9 1132 1045 941 858 834 807 738 07EE009 310.3 648 541 425 335 309 281 207 07FA003 3763.0 396 343 290 252 243 232 206 07FA005 2137.0 460 411 359 322 313 301 274 07FA006 7204.8 298 245 193 161 151 143 121 07FB002 5578.0 622 574 515 466 452 436 394 07FB003 2510.0 821 761 689 633 618 598 550 07FB004 82.2 344 285 219 172 159 146 113 07FB005 39.8 251 195 142 108 99 90 70 07FB006 2410.0 888 826 747 680 660 639 577 07FB008 1520.0 307 276 238 205 195 185 157 07FB009 479.0 376 319 261 221 211 199 171 07FC002 206.2 162 124 90 69 64 58 46 07FC003 1750.0 162 126 91 69 63 57 43 07FD001 3634.8 160 121 86 64 59 54 41 07FD004 295.4 117 87 61 46 42 38 30 07FD006 539.8 115 83 54 36 32 28 18 07FD007 2861.6 140 108 73 50 44 38 25 07FD008 1181.4 89 66 44 30 26 23 15 07FD009 2878.6 103 82 63 49 45 42 32 07FD011 368.6 93 62 38 26 24 21 15 07FD012 228.3 196 95 38 18 14 11 5 07FD013 755.2 80 51 26 14 12 9 5 07GA001 3874.1 769 705 643 601 589 578 547 07GA002 702.9 386 323 262 221 211 199 171 07GB001 842.2 285 236 180 139 128 116 88 07GD001 1480.4 111 75 44 27 23 19 12 07GE003 139.7 172 122 73 44 38 31 18 07GG001 1037.1 207 165 126 102 96 90 75 07GG002 3009.1 232 189 151 126 120 114 98 07GG003 1954.1 221 169 121 91 83 76 58 07HA003 1870.0 109 66 37 22 19 16 10 07HA005 2015.7 120 84 55 38 34 31 22

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 07HC001 4663.8 146 111 81 63 59 54 43 07HF002 665.6 156 118 85 65 60 55 43 07JD003 582.2 159 113 75 53 48 43 31 07JF003 2435.6 194 162 124 95 87 78 59 07LB002 4088.8 193 177 161 150 147 144 136 07LE004 2998.6 219 197 173 156 151 146 132 07MA003 1694.7 237 205 176 157 152 146 134 07MA004 4029.7 192 172 151 135 130 125 112 07OA001 819.6 110 80 50 32 28 24 15 07OB001 51292.3 113 89 65 49 45 41 31 07PA001 18500.0 123 101 77 61 57 52 42 07QC003 8814.3 206 177 149 129 124 118 105 07QD004 9728.9 244 201 162 136 128 121 104 07RD001 26565.6 187 169 149 133 128 123 111 07SA002 11769.2 214 178 144 122 116 110 95 07SA004 1532.5 238 194 153 127 120 112 95 07SB010 3682.2 95 68 43 29 25 22 14 07SB013 118.5 118 79 47 31 27 23 15 07SC002 1830.0 166 142 111 88 79 75 58 07TA001 13900.0 103 86 70 60 57 55 48 07TB001 4850.0 141 119 98 83 79 75 65 07UC001 15621.4 175 134 90 60 49 45 28 08AA008 1235.7 207 159 121 100 95 89 77 08AA009 189.7 151 118 89 72 67 63 53 08AB001 14801.5 538 505 494 464 453 420 395 08AB002 10502.4 2193 2061 2014 1993 1788 1569 1362 08AC001 374.7 475 411 347 304 294 280 251 08AC002 1376.7 711 652 627 611 553 491 442 08BB005 16685.8 821 749 677 623 611 593 551 08CA001 3400.0 609 585 556 532 524 515 491 08CC001 3540.0 782 729 672 633 621 610 576 08CD001 3554.9 411 374 329 295 284 275 247 08CG003 1250.0 529 483 434 395 384 372 341 08CG005 844.0 2097 1967 1836 1742 1718 1694 1623 08CG006 312.0 3494 3237 2907 2625 2542 2452 2205 08DA005 217.6 2555 2417 2247 2105 2059 2013 1884 08DB010 39.8 2538 2204 1847 1585 1515 1437 1241 08DB011 251.0 3355 3092 2845 2681 2637 2594 2482 08DC006 289.0 3208 2986 2744 2561 2509 2450 2301 08DD001 1480.0 2615 2405 2203 2061 2027 1986 1892 08EB004 1875.7 906 832 757 698 682 666 618 08ED001 731.9 1462 1343 1223 1141 1120 1097 1040 08ED002 1164.7 1451 1363 1257 1180 1151 1131 1055 08EE008 125.1 548 496 441 401 389 377 345 08EE012 14.1 721 653 583 534 521 506 468 08EE013 564.5 329 282 237 207 200 193 173

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 08EE020 367.1 1392 1310 1223 1158 1142 1120 1071 08EE025 21.2 226 214 193 172 165 158 137 08EF005 2847.0 1370 1272 1163 1082 1061 1033 969 08EG011 370.0 2311 2146 1984 1870 1841 1811 1730 08EG012 369.9 4217 3947 3650 3460 3406 3352 3217 08FA002 3902.3 3024 2793 2563 2417 2378 2337 2232 08FB004 158.5 2107 1912 1716 1590 1552 1514 1426 08FB005 275.0 2284 2080 1887 1760 1727 1691 1607 08FB006 2551.0 459 382 320 284 275 266 245 08FB007 1169.7 1862 1175 1662 1579 1554 1522 1457 08FB009 112.0 2000 1884 1759 1670 1643 1616 1554 08FC003 3724.1 204 164 132 114 110 106 95 08FE003 555.8 3113 2861 2609 2429 2393 2339 2213 08FF001 1461.2 2312 2128 1947 1820 1783 1748 1653 08FF002 353.1 2345 2149 1945 1798 1758 1713 1600 08FF003 179.6 3636 3352 3046 2818 2751 2684 2500 08GA054 323.0 2947 2731 2480 2279 2220 2155 1985 08GA060 66.4 2515 2334 2108 1943 1883 1822 1687 08GA061 3.4 2735 2496 2212 1987 1920 1850 1660 08GA071 1202.4 3044 2894 2736 2620 2586 2545 2453 08GA072 297.1 2410 2245 2070 1942 1905 1865 1767 08GD004 5676.3 2209 2048 1897 1794 1767 1737 1667 08GD007 1550.0 1103 1039 968 916 903 890 852 08GD008 486.3 144 125 108 97 94 91 84 08HA001 354.7 2219 2007 1703 1429 1348 1257 1023 08HA003 226.3 1851 1582 1317 1136 1087 1034 910 08HA010 578.4 3354 3008 2645 2386 2317 2230 2023 08HA016 20.1 990 865 726 622 597 567 488 08HA026 3.3 1740 1489 1236 1057 1012 961 834 08HB002 319.0 1850 1621 1373 1191 1138 1085 944 08HB014 162.3 4782 4357 3864 3476 3365 3242 2921 08HB024 106.8 2894 2641 2332 2079 2004 1929 1714 08HB025 87.9 3119 2675 2254 1969 1889 1810 1605 08HB032 97.0 1093 977 820 685 645 601 490 08HB034 675.7 2324 2116 1850 1658 1598 1524 1363 08HB048 10.3 3155 2883 2553 2301 2233 2146 1942 08HB074 213.1 3322 3027 2694 2445 2370 2295 2093 08HB075 44.2 1794 1638 1441 1276 1226 1174 1032 08HC002 186.8 3689 3368 3031 2784 2715 2645 2452 08HD011 301.9 1872 1676 1468 1315 1272 1226 1110 08HE006 178.0 6181 5024 4181 3776 3686 3596 3422 08HF004 364.6 2770 2260 1898 1720 1681 1643 1563 08JA014 150.4 300 243 190 157 148 140 118 08JA016 57.5 624 551 490 452 443 433 412 08JB002 4019.6 230 187 150 127 121 115 101 08JC005 3370.0 147 121 100 87 83 80 72

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 08JD006 402.9 804 735 658 601 583 566 519 08JE004 430.8 224 202 177 158 152 146 131 08KA001 408.8 1292 1208 1123 1059 1042 1023 971 08KA007 1249.7 892 848 796 757 749 733 695 08KA008 460.0 1163 1067 967 898 878 857 807 08KA009 253.4 1298 1200 1081 987 959 931 852 08KB003 4675.5 1674 1569 1435 1320 1286 1248 1149 08KB006 102.6 1745 1628 1482 1355 1316 1277 1170 08KC001 3929.7 280 247 212 186 179 171 151 08KC003 303.0 292 255 216 187 180 172 151 08KD001 456.0 754 689 621 575 561 546 513 08KD006 2864.9 506 457 401 360 349 336 303 08KD007 2876.6 715 662 604 559 544 532 492 08KE009 1910.0 503 446 391 355 345 335 309 08KE016 1554.6 145 124 98 78 73 67 52 08KE024 127.1 850 766 675 607 589 569 517 08KF001 3240.0 76 62 48 38 35 32 26 08KG003 992.0 107 90 74 65 62 59 53 08KH003 3260.0 1058 985 908 850 834 816 770 08KH010 789.8 948 861 769 700 681 661 608 08KH014 251.0 1657 1578 1494 1434 1418 1398 1355 08KH019 547.7 268 230 190 163 155 147 127 08LA004 1380.0 1181 1072 964 891 877 855 804 08LA007 2950.0 1651 1539 1427 1353 1332 1312 1258 08LA008 4710.0 295 257 219 192 185 177 158 08LB012 62.9 143 110 78 57 52 46 34 08LB020 520.3 279 230 188 160 158 151 134 08LB024 143.0 237 200 163 137 130 123 105 08LB047 4487.2 1210 1130 1052 996 981 965 923 08LB050 300.0 453 383 317 269 256 242 209 08LB069 458.1 676 596 515 461 445 429 390 08LB076 166.0 976 868 759 687 663 639 585 08LC040 70.9 330 282 229 189 178 167 138 08LD001 3205.2 830 761 693 640 627 612 574 08LE024 932.3 1534 1394 1266 1169 1148 1126 1062 08LE027 805.0 1689 1540 1391 1304 1279 1242 1183 08LE075 139.1 226 197 165 142 136 129 111 08LF081 32.9 37 27 19 15 14 13 10 08LF084 32.2 134 108 84 70 66 62 53 08LG008 774.7 594 506 418 358 341 324 281 08LG016 87.6 390 336 277 234 223 210 178 08LG048 316.4 948 822 692 604 578 553 490 08LG055 15.5 134 112 87 70 65 60 48 08LG056 74.2 85 68 53 44 41 39 32 08LG064 85.0 270 228 182 149 140 131 107 08MA002 2133.9 750 684 619 572 562 548 515

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 08MA006 98.7 339 276 223 193 184 176 158 08MB006 815.1 178 141 113 99 94 92 85 08MB007 195.8 572 485 417 379 371 362 343 08ME025 580.7 293 255 224 205 201 196 186 08MF003 739.0 1705 1516 1341 1225 1194 1161 1083 08MF062 90.1 1510 1332 1155 1035 1004 969 887 08MF065 712.2 1910 1755 1573 1446 1418 1373 1271 08MG001 383.1 3968 3602 3211 2924 2845 2767 2537 08MG005 2098.1 2150 2002 1854 1754 1725 1697 1621 08MH001 736.5 1965 1760 1567 1431 1392 1358 1271 08MH006 35.2 3128 2843 2531 2266 2218 2141 1945 08MH016 335.1 2235 2002 1764 1600 1555 1504 1385 08MH018 18.9 1095 1016 915 820 794 762 677 08MH029 144.2 978 846 707 614 589 560 491 08MH056 160.4 2451 2201 1964 1808 1765 1721 1615 08MH076 45.5 2352 2112 1862 1684 1635 1582 1451 08MH155 70.0 1059 981 893 823 803 780 723 08NA006 1846.0 818 764 710 672 661 650 618 08NA045 857.0 478 429 378 341 330 319 291 08NB005 6355.3 602 559 508 467 455 442 408 08NB012 277.0 982 937 880 836 824 810 771 08NB014 426.0 1533 1455 1371 1310 1293 1275 1225 08NB015 230.0 1209 1135 1061 1004 987 970 926 08NB016 80.5 793 728 663 619 606 594 561 08NB019 1150.6 1286 1234 1173 1121 1104 1086 1043 08NC004 304.9 1650 1597 1528 1469 1453 1433 1381 08ND009 642.0 1713 1604 1474 1383 1357 1330 1260 08ND012 934.1 1499 1402 1306 1231 1210 1188 1135 08ND013 1149.5 1653 1557 1453 1375 1348 1331 1270 08ND014 271.0 2424 2199 1989 1852 1819 1779 1690 08ND018 139.0 1914 1791 1626 1489 1446 1396 1273 08ND019 111.2 2096 1943 1772 1646 1610 1574 1466 08NE001 1010.0 1960 1851 1733 1653 1624 1594 1525 08NE006 218.0 1588 1399 1224 1114 1083 1056 977 08NE008 96.7 1148 1017 888 798 774 748 684 08NE039 347.3 694 602 504 435 415 395 340 08NE074 1230.0 1033 927 813 725 701 674 605 08NE077 203.6 776 693 609 550 535 521 474 08NE087 81.6 458 403 342 295 283 268 234 08NE110 280.7 570 506 438 392 378 363 327 08NE114 56.7 1125 1010 887 795 771 742 670 08NE117 112.0 1848 1696 1545 1429 1402 1366 1286 08NF001 416.3 495 432 368 320 305 293 257 08NF005 67.8 956 867 771 699 678 656 599 08NF006 653.0 867 795 720 666 651 634 593 08NG012 2360.0 881 792 695 623 602 576 517

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 08NG046 1470.0 1095 986 871 782 755 728 663 08NG076 135.4 420 374 315 265 250 235 194 08NG077 208.0 1346 1236 1111 1010 981 947 866 08NG078 304.0 395 345 283 230 215 198 157 08NH005 349.3 1114 1002 887 804 779 754 691 08NH007 1642.5 1352 1242 1126 1041 1017 992 925 08NH016 49.6 787 690 587 514 494 474 420 08NH032 242.3 982 871 743 640 615 582 504 08NH084 78.3 901 790 674 591 569 545 484 08NH115 5.8 455 390 322 276 262 248 214 08NH119 1314.3 1704 1613 1507 1415 1392 1370 1293 08NH120 239.3 874 769 648 556 527 502 426 08NH130 465.7 1144 1074 986 912 894 869 807 08NH131 119.3 1383 1291 1198 1131 1106 1090 1031 08NH132 92.3 1354 1257 1149 1064 1039 1012 939 08NJ013 3221.6 1045 947 839 761 740 716 653 08NJ061 27.2 1243 1118 985 882 857 827 746 08NJ130 8.4 559 493 417 360 344 327 282 08NJ160 180.9 1034 929 818 741 719 697 636 08NJ168 47.7 985 887 782 702 681 658 595 08NK002 544.9 790 692 584 515 513 481 441 08NK016 1601.6 556 500 438 393 379 365 330 08NK019 83.9 566 493 417 364 348 333 293 08NK020 620.0 776 682 579 502 479 456 397 08NK021 105.0 737 647 550 480 461 440 387 08NK022 137.9 667 584 498 436 419 401 355 08NL004 1052.1 337 277 221 185 176 166 143 08NL007 650.9 488 372 287 234 224 209 182 08NL024 1524.6 489 397 317 265 253 239 207 08NL036 186.0 264 201 120 67 54 43 20 08NL050 388.2 319 258 198 159 149 139 113 08NL069 565.8 675 566 456 384 364 343 292 08NL070 408.1 912 767 625 532 507 480 414 08NL071 253.3 1042 916 790 699 675 651 584 08NM035 74.5 243 201 161 132 125 117 98 08NM133 48.2 160 119 82 60 54 49 36 08NM134 34.6 221 179 139 113 107 99 82 08NM137 33.4 167 140 110 88 82 75 60 08NM142 60.5 208 168 128 99 91 83 64 08NM171 117.5 362 297 234 192 181 169 140 08NM172 74.6 504 442 378 334 322 308 275 08NM173 44.7 101 69 44 32 29 26 20 08NM174 113.6 277 221 169 137 128 119 98 08NN002 1835.2 606 529 445 386 371 353 310 08NN015 233.4 630 548 467 407 392 374 331 08NN019 144.9 442 376 311 266 254 241 210

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 08NN022 1170.0 362 308 254 216 206 196 169 08NN023 221.3 800 718 628 560 538 520 465 08NP001 751.9 963 870 759 672 646 618 545 08NP002 118.0 873 781 674 589 565 538 470 08NP003 145.0 828 745 646 568 546 521 457 08NP004 92.8 897 809 708 628 606 581 515 08OA002 474.0 2384 2215 2042 1911 1876 1835 1736 08OA003 0.78 1188 904 719 636 618 601 569 08OB002 59.4 5084 4832 4495 4192 4108 3990 3721 09AA006 5090.9 676 624 568 527 513 500 467 09AA007 1770.0 96 84 71 62 60 58 51 09AA010 250.0 1592 1432 1264 1176 1160 1140 1100 09AA012 864.5 540 391 300 261 253 246 231 09AA013 989.4 588 547 501 467 458 448 420 09AA014 711.0 1212 1114 944 775 723 665 515 09AA015 277.0 942 874 798 747 733 718 679 09AB008 1700.0 222 201 179 164 160 156 145 09AB009 18193.0 663 627 613 603 563 521 484 09AC001 2327.3 105 101 103 103 94 86 80 09AC004 4070.0 494 452 410 378 371 361 337 09AC007 648.3 122 107 92 81 78 75 67 09AD001 8030.0 453 416 366 323 310 296 259 09AE001 20360.0 354 342 337 333 309 281 252 09AE003 3320.0 533 494 446 407 395 380 343 09AE004 1910.0 288 266 243 226 221 216 203 09AG001 6245 395 365 355 346 316 281 254 09AG003 515.0 309 266 225 200 193 185 168 09AH001 81840.0 348 324 296 272 266 259 241 09AH003 1796.1 207 168 131 106 100 94 77 09AH004 6410.0 106 83 63 52 49 47 40 09BA001 7305.7 346 315 281 256 249 242 223 09BB001 997.0 721 670 616 578 567 555 525 09BC001 25920.7 260 234 228 218 196 171 153 09BC002 11150 357 331 324 316 290 263 240 09BC004 10798.8 360 329 308 300 256 201 165 09CA002 4950.0 612 541 475 430 418 404 374 09CA004 654.0 549 465 391 344 333 321 292 09CB001 6233.1 698 648 587 537 521 505 462 09DA001 4840.0 591 541 494 461 452 442 417 09DC002 1000 496 491 510 500 401 298 48 09DC003 25760 440 404 391 381 346 307 279 09DD002 3400 300 296 264 264 236 205 180 09DD003 11268.7 128 104 106 96 86 63 49 09DD004 4754.3 316 278 244 221 217 210 195 09EA003 6725.3 310 286 278 271 245 213 188 09EA004 1088.9 470 422 371 335 325 314 287

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 09EB003 2213.0 122 101 82 70 67 64 56 09FA001 6730.0 250 212 172 143 135 126 105 09FB001 27550.0 283 256 248 240 212 179 152 09FB002 1720.0 252 226 197 176 170 164 148 09FC001 13864.6 162 133 102 82 76 70 55 09FD001 5500.0 210 202 188 177 159 135 123 09FD002 3562.8 108 134 142 150 174 193 202 10AA001 14234.4 399 376 369 361 335 296 269 10AA002 435.0 317 262 211 176 167 158 134 10AA004 4088.3 364 341 334 326 301 271 245 10AA005 1010.0 292 264 238 219 214 209 196 10AB001 12778.4 481 437 391 358 350 340 315 10AB003 13.7 391 338 284 247 237 227 201 10AC003 1540.0 394 353 307 270 260 249 219 10AC004 1700.0 401 371 338 312 305 298 278 10AC005 881.5 783 729 665 609 593 575 527 10AD002 2150.0 735 693 651 619 609 600 572 10BD001 7280.0 352 316 277 250 242 234 212 10BE004 2542.4 637 582 527 488 480 468 437 10BE007 1173.8 553 496 437 396 385 373 343 10BE008 77.6 160 128 99 80 75 70 58 10BE009 209.5 261 227 191 166 159 152 133 10BE011 1780.0 379 344 303 271 262 253 228 10BE013 3742.4 283 251 218 196 189 183 166 10CB001 2184.6 485 427 369 328 318 306 276 10CD003 277.3 193 147 107 83 77 71 56 10CD004 334.7 359 299 245 211 202 193 171 10CD005 108.7 403 300 219 174 163 152 126 10EA003 8634.6 416 378 339 314 307 300 281 10EB001 14529.4 560 525 490 465 459 451 434 10EB002 216.0 574 532 495 463 456 448 425 10EC001 31100.0 473 444 412 392 386 379 363 10EC002 495.0 465 416 368 331 323 313 287 10ED003 542.0 249 197 144 108 99 89 67 10FA002 9267.6 210 168 125 97 89 81 63 10FB005 1310.0 191 152 109 79 72 64 45 10GA001 9840.4 427 369 309 266 254 242 210 10GB006 20200.0 156 133 107 88 83 77 63 10GC002 701.0 118 96 72 54 50 44 30 10GC003 2050.0 203 154 109 81 74 67 50 10HB005 14030.7 522 477 423 378 366 352 316 10HC003 980.0 262 223 186 160 153 146 128 10JA002 29396.7 144 127 109 96 92 88 78 10JA004 2280.0 198 171 144 126 121 116 104 10JB001 15440.6 112 98 82 71 67 64 56 10LA002 17940.2 349 313 275 246 239 230 207

PROBABILITY OF EXCEEDENCE 2 Station # GDA (Km ) 10% 25% 50% 70% 75% 80% 90% 10LC003 1288.6 124 99 74 57 53 48 36 10LC007 599.4 148 118 91 75 70 66 55 10MA001 20100.2 309 278 268 259 233 207 187 10MA002 5410.0 235 203 173 152 146 140 125 10MC002 45132.8 416 389 344 308 307 307 285 10NC001 57800.0 113 92 73 61 58 55 48 10ND002 68.7 137 112 91 79 76 73 65 10PB001 19171.0 233 201 173 153 149 143 131 10PC004 46200.0 223 197 170 150 144 138 123 10PC005 6767.0 222 199 177 161 158 154 142 10QA001 5811.0 241 215 191 174 169 164 152 10QC001 16827.0 332 294 251 218 209 198 172 10QC002 1530.0 241 214 188 171 167 163 152 10QC004 7053.9 218 187 155 129 123 115 97 10QD001 16970.0 204 179 153 135 130 125 113 10RA001 19698.0 219 193 167 148 142 137 122 10RA002 14600.0 206 195 173 149 140 132 107 10RC001 94853.0 198 178 158 144 141 137 128 10SB001 18100.0 280 246 212 187 181 173 155 10TF001 1522.0 112 95 80 70 68 65 60 11AA026 402.7 46 26 12 6 5 4 2 11AA028 77.5 64 34 14 6 5 3 1 11AA029 109.0 33 15 6 3 2 2 1 11AB009 297.2 49 29 13 6 4 3 1 11AB027 1611.0 37 25 16 11 10 9 7 11AB075 135.2 51 25 10 4 3 2 1 11AB082 793.6 40 29 17 9 7 6 3 11AB083 1827.5 36 21 12 7 7 6 3 11AB103 87.2 32 17 7 3 2 2 1 11AB117 87.2 167 130 95 74 69 64 51 11AB118 666.8 23 18 14 11 10 10 8 11AC025 475.9 38 21 10 5 5 4 2 11AE007 440.5 46 28 13 6 5 3 1 11AE008 924.2 25 18 8 7 6 4 3 11AE009 840.1 31 22 10 8 7 5 3

Key: Standard Station EDA, not GDA Area and Flow Adjusted for Nested Stations. Poor Regression Naturalized Flow

100