The Petitcodiac River Watershed Preliminary Water Classification Report
By: Eric R Arseneau Project Coordinator
P.O. Box 23046 Moncton, N.B., E1A 6S8 Tel (506) 384-3369 Fax (506) 854-4824 [email protected]
Your Environmental Trust Fund at Work ! Votre Fonds en fiducie pour l’Environnement au Travail ! FOREWORD
The summation of this report is the result of 4 years of study relating to the water quality found within the Petitcodiac River watershed. Like the environment that we live in, this is a living document. Until this report is submitted to the Minister of Environment and Local Government, the citizens residing within this watershed still have a say in what goals they see attainable in the future for this area. This document should be viewed as a road map to what lies ahead in terms of protecting, rehabilitating and maintaining all of our water resources that touch every part of our lives. As you will see in this report, some watercourses are more impacted than others. With this in mind, it is important to remember that anything can be improved as long as we put the necessary effort into it.
This report would not have been possible if not for the contribution of our dedicated volunteers who gathered water samples throughout the years, taking time during their weekends to help promote this project. For this, PWMG is forever grateful. A special thanks also goes out to all the field technicians that have worked for this organization since 1997 Georges Brun, Kevin Murphy, Pascal Levesque, Annie Haché and Shawn Craig as well as the previous coordinators Isabelle Frenette and Sandra Cashin. I would also like to thank Brad Firth (DFO) for sharing with us is mapping expertise throughout the duration of the project.
Last but not least, I would like to thank all of the volunteers who formed PWMG’s steering/executive committee throughout the years, Peter Sawyer, Alyre Chiasson, Jean-Guy Deveau, John Legault, Peter Poirier, Peter McLaughlin, Julia Chadwick, Vivian Beale, Marc McCaw and Terry Melanson. Finally, this project could not have taken place without the generous financial support of the New Brunswick Environmental Trust Fund and the staff from the Department of the Environment and Local Governments, thank you!
2 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table of Contents
FOREWORD...... 2 1.0 INTRODUCTION ...... 5 1.1 CONTEXT...... 5 1.2 OBJECTIVES ...... 5 2.0 WATER QUALITY AND THE CLASSIFICATION CONCEPT...... 6 2.1 THE IMPORTANCE OF WATER ...... 6 2.2 FRESH WATER RESOURCE PROBLEMS...... 6 2.3 CANADA WATER ACT / N.B. CLEAN WATER ACT ...... 7 2.4 N.B. WATER CLASSIFICATION REGULATION...... 8 2.5 WATERSHED APPROACH...... 11 3.0 METHODOLOGY...... 12 3.1 THE PETITCODIAC WATERSHED MONITORING GROUP (PWMG) ...... 12 3.1.1 PWMG structure...... 12 3.3 COMMUNICATIONS / EDUCATION STRATEGY...... 13 3.3 STAKEHOLDER AND VOLUNTEER LIST...... 13 3.4 WATER QUALITY...... 15 3.4.1 Volunteer water quality monitoring ...... 15 3.4.2 Data collection ...... 16 3.4.3 Data analysis...... 16 3.5 WATERSHED MAPPING ...... 17 4.0 THE PETITCODIAC WATERSHED IN NEW BRUNSWICK ...... 19 4.1 A WATERSHED PROFILE ...... 19 4.2 CLIMATE ...... 19 4.2.1 Air Temperature ...... 19 4.2.2 Precipitation...... 21 4.3 GEOLOGY AND SOIL TYPES ...... 22 4.4 DEMOGRAPHY...... 23 4.5 LAND USE ...... 25 4.6 LAND OWNERSHIP ...... 25 4.7 ECOREGIONS...... 26 4.8 SUB-WATERSHED PLANNING UNITS...... 27 5.0 WATER QUALITY RESULTS FOR THE PETITCODIAC RIVER ...... 28 WATERSHED ...... 28 5.1 NORTH RIVER ...... 28 5.2 BENNETT BROOK...... 31 5.3 ANAGANCE RIVER...... 34 5.4 POLLETT RIVER ...... 36 5.5 LITTLE RIVER ...... 39 5.6 TURTLE CREEK...... 42 5.7 MAIN STEM PETITCODIAC RIVER ...... 44 5.8 MILL CREEK ...... 47 5.9 WELDON CREEK ...... 50 5.9.1 HALLS CREEK WATERSHED ...... 52 5.9.2 West Branch Halls Creek ...... 53 5.9.3 North Branch Halls Creek...... 55 5.9.4 Halls Creek (Main stem) ...... 57 5.9.5 Rabbit Brook...... 58 3 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.9.6 Humphreys Brook...... 60 5.9.7 JONATHAN CREEK AND JONES LAKE ...... 62 5.9.8 FOX CREEK ...... 66 6.0 CONCLUSION ...... 69 8.0 REFERENCES ...... 70 7.0 APPENDICES Appendix A. Example of PWMG’s Newsletter Appendix B. Petitcodiac River Watershed station listings Appendix C. General water quality statistics, 1997-2001 Appendix D. Descriptive statistics for each sampling parameter Appendix E. Maps created by PWMG Appendix F. Water quality parameters that exceeded the Canadian Water Quality Guidelines values for the protection of aquatic life (recreational guideline for E.coli), from 1999-2001 for Jonathan Creek Appendix G. Water quality data from the Petitcodiac and Memramcook River watersheds (1997-2001) 8.0 MAPS Map A. Primary lithology of the Petitcodiac and Memramcook River Watersheds Map B. Land use within the Petitcodiac and Memramcook River Watersheds Map C. License holders within the Petitcodiac and Memramcook River Watersheds Map D. Ecoregions within the Petitcodiac and Memramcook River Watersheds
4 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 1.0 INTRODUCTION
1.1 Context
In 1997 the Petitcodiac Watershed Monitoring Group (PWMG) was founded with a mandate to establish and support a network of volunteers to conduct long-term water quality monitoring in the Petitcodiac and Memramcook River watersheds (Frenette, 2000). In 1999 the PWMG received funds from the Environmental Trust Fund (ETF) to carry out a two-year water classification project in the Petitcodiac River watershed. Since then, PWMG volunteer and staff have been collecting water quality samples throughout the watershed.
Since the mid 1990’s the Department of the Environment and Local Government (DELG) have been working toward a Water Classification Regulation under the Clean Water Act. This new regulation which came into force March 1, 2002, allows stakeholders to be involved in setting goals for water quality by recommending rivers and sections of rivers into categories which have standards and management features for water quality.
In order to complete a preliminary water classification for the Petitcodiac River watershed, the group had to look at different physical aspects such as: land use, geology, climate, demography, and land ownership to help determine why water quality is the way it is and what needs to be done to improve it (if necessary).
Another important aspect in completing this exercise is public involvement and consultation. This draft report will be presented to the public requesting feedback to get a general sense of the vision that they have for their local water resources. The final report will capture the essence of what all the stakeholders think and feel about surface water management in their watershed.
Finally, the sum of this report with all its public input, objectives and recommendations for local water management will eventually be submitted to the New Brunswick Minister of the Environment and Local Government for final approval and classification under the Water Classification Regulation.
1.2 Objectives
The objectives of this report are:
· To compile and interpret water quality data sampled from 1997 to 2001 for the Petitcodiac River watershed. · To assign lakes, rivers, or segments of rivers into categories based on water quality and land use. · To educate the residents of the watershed and to promote a watershed approach to setting water quality goals.
5 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 2.0 WATER QUALITY AND THE CLASSIFICATION CONCEPT
2.1 The Importance of Water
What is water and where does it come from? A water molecule is composed of 2 hydrogen atoms and 1 oxygen atom. Water is found in various forms such as; vapour, fresh surface water (lakes and rivers), groundwater, snow and ice, salt water (oceans) and water found inside organisms like us. Three quarters of the earth are covered by water (oceans). The oceans hold approximately 93 to 97 percent of all the earth’s waters. This means that about 3 percent of all the water on earth is fresh water. Of this 3 percent, 2 percent is locked in glaciers. This leaves only 1 percent of the world’s water that is fresh liquid water. Our existence is dependent on water and it is used as well for our convenience: we drink it, cook with it, wash with it, travel on it, use it for agriculture, manufacturing, mining, energy production and waste disposal. With this in mind, it is easy to see why it is so important to preserve our fresh water resources (ex. lakes, rivers and groundwater).
Canada has more lakes and rivers than any other country in the world. Our country holds 20 percent of the world’s fresh water resource, but only 9 percent is renewable. The rest is ‘’fossil water’’ which is the result of our glacial heritage. With this large amount of fresh water at our disposal, Canadians have the responsibility to ensure its quality and abundance stay intact for future generations, yet Canada’s inland waters are being degraded at an alarming rate.
In Atlantic Canada, we follow the national trend when it comes to water use patterns. The use of water for thermal power generation is 67 percent, manufacturing comes in second with 18.9 percent water withdrawals, followed by municipal water withdrawals that account for 11.2 percent and finally agriculture and mining account for 3 percent of water withdrawals (www.ec.gc.ca/water/index.htm).
In New Brunswick water is the basis for its economy. Primary industries like pulp and paper mills, power generating stations and mines all rely on free abundant water. Lakes and rivers also sustain fish and wildlife that are the basis for valuable industries such as ecotourism and recreation. Most of New Brunswick’s residents rely either on surface or well water for their primary water uses. Recent events like the one in Walkerton, Ontario will force communities, industry and all levels of government to take action on water quality issues. It is for these reasons that water quality and quantity have to be assured for future generations of all New Brunswicker’s and Canadians.
2.2 Fresh Water Resource Problems
Scientists suggest that water resource problems fall under three categories; 1- too much, 2- too little, 3- or of poor quality.
In the case of too much water, flooding is the major factor. Inundations are good for the land. The sediment that is deposited after the floods is usually rich in nutrients and in organic content. This is one way that nature recharges the land (excellent for agriculture). This is the main reason why humans have colonized flood plains. Modern floods cause tremendous damage and loss of life. The floods now are no worse than they were centuries ago, but there 6 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report are now more and more buildings and structures that occupy and are being built on flood plains. By stripping these areas of water absorbing vegetation to make place for modern development, we increase the risks of flash floods thus loss of property and human life. Unlike vegetation, buildings and paved roads do not absorb water, so surface runoff is increased substantially.
Forty percent of the world’s population lives in Asia and Africa, which are arid to semiarid areas. Because of overpopulation and a lack of food, they continuously have to remove vegetation from marginal land to survive. As a result of this, there is less and less vegetation to hold moisture in the land, so water is even harder to replenish. The excessive removal of surface and ground waters can lead to aquifer depletion; salinization of irrigated soils, salt water intrusion, loss of fish habitat etc.
Water pollutants are numerous and common in almost all waters (surface and ground). Scientists have subdivided pollutants into eight categories:
1. Sediment pollution - soil particles that enter the water through erosion.
2. Sewage - waste waters from treatment plants, individual septic systems and includes all human wastes, soaps and detergents.
3. Disease causing agents - ex. typhoid, cholera.
4. Inorganic plant and algal nutrients - nitrogen and phosphorus, that come from plants and animal wastes as well as fertilizer runoff.
5. Organic compounds - ex. hydrocarbons, benzine.
6. Inorganic chemicals - heavy metals and lead.
7. Radioactive substances - radioactive waste, mining.
8. Thermal pollution - occurs when heated water is released into the environment from industrial processes (source: Raven 1993).
In Canada most of these pollutants are looked at under the Canadian Water Quality Guidelines (CWQG). In New Brunswick the Clean Water Act is the main piece of legislation that deals with the use and disposal of these substances.
2.3 Canada Water Act / N.B. Clean Water Act
The British North America Act of 1867 gives jurisdiction over fresh water management to the province while giving the federal government jurisdiction over marine waters. These two levels of government each have their own acts concerning water.
Canada Water Act: (Chapter C-11, Consolidated Statutes of Canada) It defines Canada’s role for managing national water resources, including their conservation, development and utilization. Its provisions include control of water pollution and also arrangements for federal/provincial and federal/foreign management of waters in mutually-specified areas. 7 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report New Brunswick Clean Water Act: (Chapter C-6.1, New Brunswick Revised Statutes) This act establishes the legal framework for managing and protecting all waters of the province including surface, ground and well waters. Regulations that fall under this act are; water well, watercourse alteration, appeal, fees for industrial approvals, protected area exemption, watercourse setback designation and potable water.
On October 31, 2001 the Minister announced the implementation of new regulation: The Watershed Protected Area Designation Order that evolved directly from the province’s Clean Water Act.
“The underlying principals of the Watershed Protected Program are the designation of a Protected Area for each municipal watershed, and the regulation of Permitted Activities for land and water use within that protected area.”
Each municipal watershed was designated as a Protected Area that encompasses three zones which are; A, B, C, each having their own set backs and types of allowed activities. These municipal watersheds supply drinking water to residents of 28 municipalities.
2.4 N.B. Water Classification Regulation
The Water Classification Regulation is a water management tool used to harmonize the use and protection of watercourses. This regulation involves categorizing watercourses into six different classes for management (Table 1). Each watercourse will be assigned a class depending on its water quality, and will be managed according to goals or standards set for each class. The goal setting exercise is done through public consultation and newspaper advertisements.
8 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 1. The Classes and Associated Water Quality and Management Standards (Adapted from http://www.gnb.ca/0009/0371/0003/0001-e.html)
Name of Class Suitable Uses Aquatic Dissolved Oxygen Bacteria Standards for Trophic Prohibited Activities Community Standards Standards Status (lakes, ponds and Standards impoundments only) Outstanding habitat for aquatic the aquatic life the concentration of the faecal the trophic status shall be release of a Natural Waters life; primary and shall be as dissolved oxygen shall coliform as naturally occurring. contaminant; creation secondary contact naturally be as naturally occurring. organisms and of a new mixing zone; activity; other occurring. E.coli shall be as release of a appropriate uses naturally contaminant into a occurring. mixing zone; significant withdrawals. AP raw drinking water the aquatic life the concentration of E.coli shall be as the trophic status shall be see the Watershed (designated (treated or shall be as dissolved oxygen shall naturally as naturally occurring. Protected Area surface drinking untreated); uses naturally be as naturally occurring. occurring; the Designation Order. water supplies permitted under the occurring. total coliform Watershed organisms shall Protected Area be as naturally Designation Order occurring. (WPADO). AL habitat for aquatic the aquatic life for cold water specie: the faecal the trophic status shall be direct discharge of a (lakes, ponds and life; primary and shall be as 9.5 ppm (early life coliform stable or naturally changing; contaminant that is not impoundments) secondary contact naturally stages) and 6.5 ppm organisms and the water shall be free of being released, or any activity (see occurring. (other life stages); for E.coli shall be as algae blooms that impair increase in the volume glossary); other warm water species naturally use as habitat for aquatic or concentration of a appropriate uses. 6.0 ppm (early life occurring. life, or use for primary or contaminant that is stages); for estuarine secondary contact activity. being directly waters: 80% saturation. discharged, on the date of commencement of the Regulation; creation of a new mixing zone.
9 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 1. The Classes and Associated Water Quality and Management Standards (continued)
Name Suitable Uses Aquatic Community Dissolved Oxygen Bacteria Standards Standards for Trophic Prohibited of Standards Standards Status (lakes, ponds and Activities Class impoundments only) A as habitat for the aquatic life shall be as for cold water species: E.coli shall be as naturally the trophic status shall be creation of a aquatic life; naturally occurring. 9.5 ppm (early life occurring. stable or naturally new mixing primary and stages) and 6.5 ppm changing; the water shall zone; release secondary contact (other life stages): for be free of algae blooms of a activity; other warm-water species: that impair use as habitat contaminant uses that will not 6.0 ppm (early life for aquatic life, or use for into a mixing prevent the stages) and 5.0 primary or secondary zone. standards from (other life stages).; contact activity. being met. 80% of saturation in estuarine waters. B as habitat for release shall not cause for cold water species: the faecal coliform the trophic status shall be aquatic life; adverse impact to the 9.5 ppm (early life organisms shall be less than stable or naturally primary and aquatic community in that stages) and 6.5 ppm 14 per 100 ml for estuaries changing; the water shall secondary contact the receiving water shall be (other life stages): for with identified shellfish beds, be free of algae blooms activity; other of sufficient quality to warm-water species: and E.coli shall be less than that impair use as habitat uses that will not support all indigenous 6.0 ppm (early life 200 per 100 ml for all other for aquatic life, or use for prevent the aquatic species without stages) and 5.0 watercourses (geometric primary or secondary standards from detrimental changes to (other life stages).; mean of a minimum of 5 contact activity. being met. resident biological 80% of saturation in samples in a 30 day period). community. estuarine waters. C as habitat for release that may cause for cold water species: the faecal coliform the trophic status shall be aquatic life; some changes to the aquatic 9.5 ppm (early life organisms shall be less than stable or naturally secondary contact community are permitted if stages) and 6.5 ppm 14 per 100 ml for estuaries changing; the water shall activity; other the receiving water is of (other life stages): for with identified shellfish beds, be free of algae blooms uses that will not sufficient quality to support warm-water species: and E.coli shall be less than that impair use as habitat prevent the indigenous fish species and 6.0 ppm (early life 400 per 100 ml for all other for aquatic life, or use for standards from maintain the structure and stages) and 5.0 watercourses (geometric primary or secondary being met. function of the resident (other life stages).; mean of a minimum of 5 contact activity. biological community despite 80% of saturation in samples in a 30 day period). the releases. estuarine waters.
10 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report This new regulation was adopted March 1, 2002. This means that classes have been defined including water quality and quantity standards and certain management features to meet the class standards. In the future, one at a time, watersheds like the Petitcodiac River watershed will be classified having tributaries and segments of the main river assigned to a particular class for water quality management purposes.
What is unique about this regulation, is that local citizens get to decide with the local watershed group their water quality goals.
For example, if the water quality of a watercourse is determined to be a C class but the local residents are prepared to work with their watershed group to take the necessary steps to upgrade the watercourse to a B class, it can be done. The watercourse would be classified as B class to reflect the goal for water quality and an action plan would be developed over time to achieve the goal classification.
After extensive review with stakeholders (people with an interest or interested in the watershed), a recommendation for water classification will be forwarded to the Minister for consideration/consultation and eventual classification under the water classification order. This exercise will eventually be done on a province wide scale.
2.5 Watershed Approach
A “watershed approach” uses hydrologically defined areas (watersheds) to coordinate the management of water resources. This approach considers all activities within a landscape that can affect the watershed. A watershed approach integrates biology, chemistry, economics, and social considerations at all levels of decision making (EPA, 2001).
The Water Classification Program is based on this type of approach, where all stakeholders (public and private sectors) can work together to establish local priorities and long term goals towards water resource management within their watershed.
In using this approach, the importance of our relationship with the land and how we can affect it, will become more evident has we will continue to demonstrate the cumulative impacts on the overall watershed health due to our constant manipulation of our landscape. In realizing this truth, the watershed approach forces us to share information and collaborate with various partners on the use, conservation and maintenance of our land-based resources and of our water resources (EPA 2001).
11 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 3.0 METHODOLOGY
3.1 The Petitcodiac Watershed Monitoring Group (PWMG) In 1996, a group of concerned citizens were interested in setting up a long term monitoring program in the watershed. They were also interested in learning more about the overall health of the Petitcodiac watershed. With financial help from Environment Canada and Health Canada, a project coordinator was hired for a period of 6 months, between October 1996 and March 1997 to establish a network of volunteers to conduct long-term water quality monitoring in the Petitcodiac watershed. At the beginning, it was decided that the sole purpose of this newly formed group would be water quality monitoring because this specific objective was thought to be less political and provided the opportunity to involve citizens throughout the watershed. The group was named the Petitcodiac Watershed Monitoring Group (PWMG). Since 1999, a full time coordinator and a part time technician have been hired to spearhead the Water Classification process for the Petitcodiac River watershed.
3.1.1 PWMG structure
Since 1997, the PWMG has operated with an executive committee, whose role is to administer the group’s activities and decision on operation. The executive is also responsible for financial matters, administration and annual meeting preparations. There is also a steering committee whose role is to counsel the executive on issues such as project funding, expensive purchases, group direction, etc.
When the group was created in 1997, a vision, mission and mandate were written. Over the last five years, these have been modified and are still considered a “living” document. Below is the latest version as of May 2001. In 2001 a set of bylaws were also written for the PWMG.
Vision A healthy ecosystem for the Petitcodiac watershed in the context of the Bay of Fundy ecosystem
Mission The PWMG is a non-profit citizens group dedicated to the stewardship of the Petitcodiac and Memramcook River watersheds. The PWMG promotes watershed awareness, invokes community action to identify key environmental problems and promotes and implements actions required to restore and protect the watershed.
Mandate 1. PWMG shall conduct long-term water quality monitoring in the watershed and shall record, maintain and disseminate data in a format accessible to the public. 2. PWMG shall encourage and facilitate the creation of community action groups concerned with water quality issues in the watershed. 3. PWMG shall provide education and public awareness on all environmental issues that impact water quality in the watershed through workshops,
12 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report seminars, the distribution of environment related literature, the internet and other media sources. 4. PWMG shall strive for gender parity, regional, linguistic and racial balance in conducting its affairs and for consensus at all levels of decision making.
3.3 Communications / Education strategy
Since the start of this project the PWMG has used various means for communicating results and educating its stakeholders. For example, our group has used, pamphlets, a web site, quarterly newsletter (Appendix A), local newspapers, public meeting/gatherings, workshops, summary water quality reports, a water quality display booth and school presentations to promote our activities and results.
3.3 Stakeholder and volunteer list
Stakeholders are individuals and organizations that have a direct or indirect interest in the watershed. Stakeholder identification and recruitment was an important and difficult task for the water classification process. There are a lot of groups, associations, communities, etc. in the watershed that have an interest in water quality or the watershed in general. Stakeholder identification started in September of 1999 with the help of NBDELG staff and we started to meet these groups individually (usually at their monthly meeting) in November 1999. A list of stakeholders is available in Table 2.
13 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 2. Stakeholders in the Petitcodiac River watershed
Ville de Dieppe Riverkeepers/Sentinelles Town of Riverview Action 2000 Village of Hillsborough Moncton Chamber of Commerce Village of Salisbury École Mathieu Martin Village of Petitcodiac Université de Moncton Fundy Model Forest Fisheries and Oceans Canada Moncton Fish and Game Environment Canada Atlantic Salmon Council J.D. Irving Limited Jonathan Creek Committee Moncton Naturalist Club Rabbit Brook Group Les Amis de la nature Lake Petitcodiac Preservation Association NBCC-Moncton Moncton Museum Canada Trust-Friends of the environment New Brunswick Agriculture Soil and Crop Improvement association Environmental council Petitcodiac Sportsman Club Mill Creek Watershed Committee N.B. Department of Agriculture, Fisheries Village de Memramcook and Aquaculture N.B. Department of the Environment and Beaverbrook School Local Governments NB Wildlife Trust Fund École Amirault Local Scouts and Guides Club École Sainte-Thérèse Dorchester School Southern New Brunswick Marketing Board
When meeting with these stakeholder groups, we have been giving presentations on the PWMG objectives and activities and on the water classification program. We have also been asking these groups for their input and support. Following is the more detailed content of each of these presentations:
ü PWMG: history, vision and mandate ü Sampling activities in the watershed ü Water quality in the watershed ü Water classification: objective and purpose ü Steps in water classification ü Importance of stakeholders ü Next steps and upcoming activities
This work with the stakeholders is an on-going effort and more stakeholders will surely be added to this list has the group moves forward in its various endeavours (Adapted from Frenette, 2000).
As mentioned previously, the water classification process would not have been feasible if it were not for our dedicated and hard working volunteers. To everybody who participated in one way or another to the elaboration of this process, the PWMG is sincerely grateful for all the time and effort that you’ve put into this organization, thanks !
14 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 3.4 Water Quality
3.4.1 Volunteer water quality monitoring
Since 1997 and even before, volunteers have been an important component in gathering water quality data in the watershed. At the start of every sampling season and to ensure constant and reliable monitoring, all new volunteers had to attend a workshop given by DELG and PWMG staff on water sampling procedures and techniques. After the workshop, all participants were given a volunteer’s guidebook. They could refer to this book for more information on water quality issues or to learn more on the proper procedures to follow when sampling. Their work was coordinated by PWMG project staff.
15 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 3.4.2 Data collection
Water quality data were collected between 1997-2001. These data were collected by both the Petitcodiac Watershed Monitoring Group (PWMG) and the New Brunswick Department of Environment and Local Government (DELG). A summary of sampling events is presented in Table 3. All water samples were grab samples collected by hand with the exception of samples taken from the causeway head pond in 1997, which were collected by a sample iron on one or two occasions. Station listings for the Petitcodiac River watershed can be found in Appendix B.
Table 3. Summary of water quality data collection
Year Month Dates Sampling performed by 1997 June 3, 5, 18 DELG July 15,16 DELG, PWMG August 11,12,17 DELG September 13,14,15 PWMG October 13 PWMG 1998 June 17,18 DELG July 30 DELG August 11,12,13 DELG September 2,13 PWMG October 12 PWMG 1999 June 9,21,22 DELG July 12,27,28 DELG, PWMG August 16,19,29 PWMG September 1,13,22 DELG, PWMG October 3,7,25,27,31 PWMG November 2 PWMG 2000 July 6 PWMG August 14,15 DELG, PWMG September 7,24 PWMG October 29 PWMG 2001 June 27,28 DELG, PWMG July 25,26 PWMG August 21,22 PWMG September 24,25 PWMG November 5 PWMG
Field observations were recorded by the volunteers on site and the field data sheets given to DELG staff who recorded them in their database. In the fall of 1997-98, field measurements were carried out using LaMotte kits (water temperature, pH and dissolved oxygen). In 1999- 2001, dissolved oxygen measurements were made using a YSI instrument. The sampling events carried out by the volunteers were usually carried out on the last Sunday of each month, except for 2001 where sampling was done during the week by PWMG staff to meet the laboratory schedules. The samples were placed in coolers, packed with ice, and delivered to Fredericton either by bus or by courier. They arrived at the Analytical Services Laboratory of the DELG the next morning where they were preserved and analysed according to accepted protocol (adapted from St-Hilaire et al 2001).
3.4.3 Data analysis
Three data sets were used in this study. The first data set corresponds to data gathered between 1997-2001 and the second set contains additional bacterial data collected for 1997 16 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report and 1998. The third data set comes from the Jonathan Creek group who took over sampling for that sub-watershed in 1999. In January of 2002, a draft copy of the water quality assessment done in Jonathan Creek from 1999-2001 was published. In conjunction with PWMG’s data and the conclusions of the Jonathan Creek report, we will assess the water quality situation for that area.
The database comprises a total of approximately 700 sampling events carried out at 44 different locations throughout the Petitcodiac Watershed (Appendix G). In order to summarize this large quantity of data, the data were subdivided by site, by river, by sub- watershed and by date. For each subdivision the following statistics were computed: 1- mean; 2- standard deviation; and 3- variance analysis.
All data collected between 1997 and 2001 have been compared to the Canadian Water Quality Guidelines (CCME 1999) under the protection of aquatic life standards. The data have been analysed in order to calculate the frequency at which these guidelines were exceeded between 1997-2001. For E. coli, data have been compared under the recreational guideline limits because there is no guideline within the aquatic life standards. When no guidelines were provided for certain parameters, the data have been compared to the overall watershed average (including the Memramcook River watershed data) General water quality statistics (1997-2001);Appendix C & Descriptive statistics for each sampling parameter (1997-2001); Appendix D.
3.5 Watershed Mapping
This section is to provide the reader with an overview on what has been prepared by the PWMG regarding the mapping aspect. A series of maps have been made by our group in order to give us and the public a better perception of the Petitcodiac River watershed as a dynamic management area. Data layers were obtained from existing provincial databases. Wall-sized and hard copy maps were produced (Table 4).
17 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 4. Layers acquired by PWMG and their sources Data Layer Data Source Comments Type Property Digital Service New Defines the property layouts for Mapping Map File Brunswick the watershed, includes a unique Digital property identifier and attribute Database listing Geology Paper New Brunswick Digital data set describing the Map Department of geological composition of the Digital Natural Resources watershed Database and Energy Forestry Report New Brunswick Outlines the forest cover of the and Paper Department of watershed Maps Natural Resources Digital and Energy and J.D. Map File Irving LTD. Ecoregion Draft New Brunswick Describes such topics as Report Department or geology, landscape, climate, Digital Natural Resources soils, biota, settlement and land Map File and Energy use. Land Digital Service New Land Owners within the Ownership Map File Brunswick watershed Digital Database Land Use Digital New Brunswick Information on how the land is Map File Geographic used. Indication of where water Digital Information quality could be affected by Database Corporation human activities Anadromous Digital Service New Gives us an overview of the Fish Passage Database Brunswick species situation, with some of Situation the man made obstruction located in the watershed Roads and Digital Service New Gives us the ability to calculate Watercourses Map File Brunswick the road density (Liners) Digital Database Provincial Digital Service New Overview map illustrating the Boundary Database Brunswick locations of the Petitcodiac and Memramcook River watersheds within the province Watershed Digital New Brunswick Watershed boundary of the Boundaries Map File Aquatic Rsources Petitcodiac River Watershed Data Warehouse
*For further information on maps created by PWMG see Appendix E
18 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 4.0 THE PETITCODIAC WATERSHED IN NEW BRUNSWICK
4.1 A Watershed Profile
The Petitcodiac River is located in Southeastern New Brunswick and is the third largest watershed in the province. It has a drainage basin area of 1999 km², with a population of approximately 120 000 people, most of whom live in the Greater Moncton area.
The main natural phenomenon that describes this river is the tidal bore that comes in twice a day. The bore is the result of the immense tidal action that characterizes the Bay of Fundy. The tide fluctuation in this area can reach 6 metres. These tides are the highest in the world.
Another feature that characterizes the Petitcodiac River is the presence of a causeway. It was built in 1968, when it was obvious that the Gunningsville Bridge could not support the increasing vehicular traffic between Moncton and Riverview. Even before its construction, there were serious questions raised about the impacts that such a structure could have on the hydrodynamic conditions of this river. To this day, many studies and debates have been conducted on this subject without any resolution. It was recently announced that an Environmental Impact Assessment (EIA) study on the possible removal of the causeway gates will be done. This study will be a collaboration of the New Brunswick Department of Environment and Local Government (DELG) and the Department of Fisheries and Oceans (DFO).
4.2 Climate
The Petitcodiac River watershed is typically a temperate continental climate, where the ocean modifies continental air masses. The extent of the continental effect depends to a large degree on wind direction, with the onshore winds causing the most moderation. By temperate we understand that the annual thermal average is not very characteristic (between - 10º and +20 ºC), but where the temperature and not the precipitation impose the seasonal rate. Winters are cool to cold, where the lowest monthly average can be near - 40ºC; summers are warm to hot. As a result, trees loose their leaves during winter. Precipitation is brought on by a western cyclone, and in general it happens in all seasons. (Demangeot, 1996).
Monthly air temperature maximum, minimum and means were calculated for the period, and also total solid and liquid precipitation. These parameters were calculated from available data at the Moncton airport during the period of interest. Although the watershed has an area of 1999 km2, we believe that the Moncton data presented here are relevant for the entire watershed.
4.2.1 Air Temperature
Monthly air temperature maximum, minimum and means were calculated for the period of interest (1997 – 2001; Table 5). The highest monthly mean temperature between July and September was 19.9°C (July 1999). The lowest mean temperature occurred in September of 2000 (12.7°C).
19 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report
Table 5. Air temperature statistics from the Moncton airport, during the periods of interest Month Statistics 1997 1998 1999 2000 2001 May Minimum 4.2 6.4 3.9 N/A 3.9 Maximum 45.6 19.1 21.8 N/A 17.6 Mean 9 12.4 13.4 N/A 10.8 June Minimum 6.6 8.5 3.9 N/A 10.8 Maximum 23.4 21.6 21.8 N/A 23.1 Mean 14.1 14.7 13.4 N/A 16.9 July Minimum 13 14.2 14.8 14.5 11.8 Maximum 24.2 24.6 26 21.4 25 Mean 18.3 19.6 19.9 18.1 18.4 August Minimum 13.3 14 13.7 14.4 12.9 Maximum 23.3 24.1 22.2 22.4 27.5 Mean 17.7 18.7 18 18.2 20.2 September Minimum 5.8 8 11.3 4.2 8.4 Maximum 20.3 18.5 22.8 20.5 22.1 Mean 13.8 13.6 17.2 12.7 15.3 October Minimum N/A 1.4 0.6 2.8 3.4 Maximum N/A 13.3 14.5 16.8 15.8 Mean N/A 7.2 6.5 8.1 9.6 November Minimum N/A N/A N/A N/A -1.5 Maximum N/A N/A N/A N/A 6.9 Mean N/A N/A N/A N/A 2.7
Typically, mean air temperatures increase from around 10°C in May to close to 20°C in July and August (Figure 1).
Figure 1. Mean temperature statistics from the Moncton airport (1997-2001)
25
20 1997 15 1998 1999 10 2000 5 2001 Temperature (°C)
0
May June July August October September November Months
20 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 4.2.2 Precipitation
Total solid and liquid precipitation was calculated for the period of interest (1997-2001; Table 6). 1999 was the year with the wettest summer and fall (July-October) period with a total of 541 mm of rain. The driest summer and fall period occurred in 2001 with only 169 mm of rain.
Table 6. Precipitation (mm) statistics from the Moncton airport, during the periods of interest Month 1997 1998 1999 2000 2001 May Rain 58.8 98.3 29.7 N/A 160.6 Snow 0 0 0.4 N/A 0 June Rain 104.7 51.5 32 N/A 76.9 Snow 0 0 0 N/A 0 July Rain 92.3 49.3 100.4 68.6 17.3 Snow 0 0 0 0 0 August Rain 43.3 114.7 120.5 0 30.3 Snow 0 0 0 0 0 September Rain 89.7 112.1 231.8 76.2 66.5 Snow 0 0 0 0 0 October Rain 12.6 224.6 88 147 55.1 Snow 14.1 0 2.8 0 0 November Rain N/A N/A N/A N/A 100.1 Snow N/A N/A N/A N/A 0
The months of July and August of the year 2001 were particularly dry with precipitation of 17.3 mm and 30.3 mm respectively. Normal precipitation for those two months usually range between 80 and 100 mm/month (Figure 2).
Figure 2. Total precipitation from the Moncton airport (1997-2001)
250
200 1997 150 1998 1999 (mm) 100 2000 50 2001
0
May June July August October September November Months
21 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 4.3 Geology and Soil Types
The bedrock in the drainage basin is mostly composed of Pennsylvanian (or younger) red and grey sandstones, conglomerate and siltstones. On the north shore of the Petitcodiac River, and in the upper reaches of the Anagance River, the North River and the other tributaries on the north shore, the bedrock is mostly made of Mississippian red to grey sandstones, and shale with some felsic volcanic rocks, mixed igneous rocks or felsic pebble conglomerates.
The southern shore of the Petitcodiac River is similar with red to grey Mississippian sandstones. Mostly sedimentary, volcanic, and igneous Precambrian or Lower Palaeozoic rocks characterize the headwaters of Pollett and Little River. Some limestone is also present in this area. These rock formations are scattered through the Caledonia Mountains. For a more detailed description see; Map A – Petitcodiac River Watershed Geology Map.
During the late quaternary era, most of the Petitcodiac drainage basin was under sea level, with the DeGeer Sea (extending from the current Bay of Fundy) covering the southern part of the basin and the Goldthwait Sea (extending from the current Northumberland Strait) covering the northern part of the basin.
Most of the basin is characterised by topsoil (first 0.5 m) made of veneer (sand and silt, with some clay), under which there is usually ablation moraines. Near the main river banks, however, the intertidal plains and salt marshes have soils composed mostly of clay and silt, with some fine sand (Geological survey of Canada, map 1594A, 1982 adapted from St-Hilaire et al. 2001).
22 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 4.4 Demography
The Petitcodiac River Watershed is home to approximately 120,000 residents and covers an area of approximately 2000 km². There are four villages, five parishes, two towns, one city and one First Nations community in the watershed (Table 7).
In 1996, private dwellings were numbered at 43,170 for the entire watershed. The population’s average age is 36. The average income for this region ranges between $17,000 - $25,000 a year. Approximately 84 % of the working population work in the service sector, while 14.5 % and 1.6 % work in the intermediate and primary sectors respectively. The unemployment rates for the Moncton agglomeration are all below the provincial average, which is 15.5 % except for Hillsborough parish where the unemployment rate is 17.4 % (www.statcan.ca/).
Since 1996, the City of Moncton has noticed an economic boom due in part from recent developments in communications and technologies sectors. These recent developments will surely be reflected in the 2001 census report, which is to be available in February of 2003.
23 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 7. General demographic information for the Petitcodiac River Watershed (Statistics Canada, 1996)
# Private Average Average Unemployment # Employed # Employed # Employed Civil unit Area (km²) Population dwellings age income rate (%) 1° industry 2° industry 3° industry
Village Petitcodiac 16.59 1,425 545 39.0 19,985 10.7 70 90 440 Hillsborough 13.83 1,272 470 36.0 19,832 10.4 10 170 425 Memramcook 188.57 4,904 1,770 37.7 19,664 11.1 40 510 1,905 Salisbury 9.99 1,878 685 36.3 20,431 8.4 35 170 675 Parish Moncton 603.20 8,669 2,925 33.4 21,611 10.3 100 1,020 3,465 Hillsborough 315.52 1,532 550 35.5 17,710 17.4 15 155 485 Elgin 433.44 1,027 395 38.4 18,761 8.8 85 95 265 Dorchester 112.02 555 195 34.7 18,219 12.1 30 65 190 Coverdale 242.12 3,979 1,375 34.6 21,026 12.4 85 335 1,635 Town Riverview 34.26 16,653 5,810 35.3 25,399 7.1 120 1,030 7,960 Dieppe 51.62 12,497 4,440 35.1 24,156 8.5 60 970 5,770 City Moncton 142.37 59,313 23,805 37.5 22,671 10.1 295 3,905 26,080 Indian Reserve Fort Folly 1st. Nat. 0.47 33 † † † † † † † Census Agglomeration* Moncton 2152.67 113,491 42,625 36.4 22,771 9.7 890 8,480 49,095 New Brunswick 71569.23 738,133 271,155 36.1 20,755 15.5 25,990 69,580 256,680 1° (Primary sector); 2° (Secondary sector); 3° (Tertiary sector) * Petitcodiac (Village) is excluded from the census agglomeration figures. † Statistics Canada suppress the data if the total population in the area is less than 40 persons.
24 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 4.5 Land Use
The land use map provides information on where water quality might be affected by human activities. Projections of these, based upon local knowledge and past trends, can help in selecting water quality goals that take future development into consideration. Human activity is the major factor for environmental degradation within the Petitcodiac River watershed. This is due to the large urban population found in the Greater Moncton area that boasts a population of 120,000 residents (see Table 8).
Table 8: Land use within the Petitcodiac River watershed
Land Use Category Area (Km2) Percent Recreational 93,16 6,06 Industrial 11,28 0,73 Institutional 12,26 0,79 Residential 149,5 9,73 Commercial 5,79 0,38 Farm 109,90 7,15 Woodland 1110,53 72,25 Wetlands 44,65 2,90 TOTAL 1537,07 km² 100.00
Approximately 72% of the land in the watershed is used for woodland purposes. The second largest land use category, is the residential one with almost 10%. This number should increase in the next years due to the recent demographic trend and also because of the economic development occurring in the Greater Moncton area. As we all know, Moncton is one of the most dynamic regions in the Atlantic Provinces (see Map B – Land Use).
4.6 Land Ownership
The land ownership data set identifies property owners within the watershed. This serves to identify/classify potential stakeholders and future partners. Most of the land within the watershed belongs to private holders. These private holders are mostly timberland companies, and they own 82% of the watershed (Table 9). The other 18% belongs in part to the crown and to the municipalities (Map C – Land Ownership).
25 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 9: Land ownership within the Petitcodiac River watershed Ownership Area (Km²) Percent (%) Private land - J.D. Irving Limited 235,9 11,88 Private land - Southern NB Forest 987,9 49,74 Products Marketing Board Private land - Southeast NB Forest 404,7 20,38 Products Marketing Board TOTAL - PRIVATE LAND 1628,5 81,99 Crown land - Fundy License 289,87 14,59 Unassigned Crown land 0,9 0,05 Dead River 5,4 0,27 Municipal land 49,59 2,5 Provincial land 11,32 0,57 Federal land 0,6 0,03 TOTAL - OTHER 357,68 18 TOTAL ALL 1986,18 100
4.7 Ecoregions
What is an Ecoregion? An Ecoregion is a continuous geographical area across which the interaction of climate, soil, and topography are sufficiently uniform to permit the development of similar types of vegetation (Raven 1993).
Three Ecoregion types are found within the Petitcodiac River watershed. Three quarters of the watershed (northern to mid-part) falls into the Eastern Lowlands Ecoregion. The Eastern Lowlands are generally characterized by flat to gently rolling terrain. It also has the lowest precipitation levels in the Province and is home to fire-adapted species such as Jack pine and black spruce. The plains leading up to the Caledonia mountain range are part of the Continental Lowlands Ecoregion, while the Caledonia Mountains themselves are categorized by Southern Uplands Ecoregion. The Continental Lowlands ecoregion is noticeable by its rolling terrain and its typically continental climate. As for the Southern Uplands ecoregion, the terrain is mountainous and temperatures are warmer than the Northern Uplands ecoregion due to the generally southerly aspect. For more information on local Ecoregions refer to Map D.
26 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 4.8 Sub-Watershed Planning Units
The Petitcodiac River watershed covers a vast area in southern New Brunswick. In order to facilitate the classification process the watershed has been subdivided into 12 sub-watersheds units (Table 10).
Table 10: Sub-watershed Units Sub-watershed Includes all waters draining to Surface Unit Name Area (km²) North River North River, McLoed Brook 264,2 km² Bennett Brook Bennett Brook, Gordon Brook 44,49 km² Anagance River Anagance River, Hayward Brook, Holms Brook 81,31 km² Pollett River Pollett River, Babcock Brook, Colpitts Brook, Popple Intervale 314,4 km² Brook and Webster Brook Little River Little River, Pow Brook, Leaman Brook, Prosser Brook, Upham 275,6 km² Brook and East Branch Little River Turtle Creek Turtle Creek (including reservoir), Meadow Brook, East Branch 192,2 km² Turtle Creek, West Branch Turtle Creek and Dryden Brook Main Petitcodiac Petitcodiac River River Mill Creek Mill Creek 51.22 km² Weldon Creek Weldon Creek, Cat Brook, Bull Creek, Wilson Brook, Peck Creek 89.18 km² and Demoiselle Creek Halls Creek Humphrey’s Brook, Cooks Brook, Ogilvie Brook, North Branch 125,87 km² Halls Creek, West Branch Halls Creek, Gorge Brook and Rabbit Brook Jonathan Creek Jonathan Creek 50,14 km² Fox Creek Fox Creek 29,34 km²
27 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.0 WATER QUALITY RESULTS FOR THE PETITCODIAC RIVER WATERSHED
5.1 North River
NORTH RIVER WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
PWMG 9
PWMG 8
PWMG 43
PWMG 7
PWMG 6
PWMG 5 1:250 000
PWMG 40 0 2,5 5 kilometres
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Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 264, 2 Km2 Principal settlements: Wheaton, Fawcett, Intervale, Glenvale, Hillgrove, Buckley Principal waters: McLeod brook, North river
28 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
Principal land uses
Total Area: 264, 2 km2 Farms: 98, 12 km2 37, 14 % Woodland: 85, 23 km2 32, 26 % Residential: 48, 73 km2 18, 44 %
The North River is located in the northern part of the Petitcodiac watershed. In essence, North River is the head of the Petitcodiac River system. The total drainage area is 264 km² and its main land use is geared towards agriculture. Except for farms and a golf course, commercial development is non-existent. The Pacific Junction area is characterized by some forestry harvest but again this is kept to a minimum. Some cottages and residences also border certain areas of the river.
The physical habitat of North River would be considered satisfactory. The stream substrate was in considerably good condition. It is made up largely of rock and cobble with minimal amounts of silt and sand in the river. Nonetheless, there was a significant amount of algae in the water at the time this assessment was carried out.
Algae is a good indication of nutrient overload within this system. The most noticeable non- point sources of pollution within the North River are cattle/dairy farms, and a golf course. Farming has been going on in this area for centuries (1700’s). It would be normal to see elevated levels of nutrients and bacteria in these circumstances. In many areas along this river, farms border the river and in some cases cattle are allowed direct access to the river. However, the majority of the nutrient and bacteria peeks that occurred along North River occurred in either September or October. Although there did not seem to be many cattle grazing in the fields, these elevated levels could possibly be associated with manure spreading schedules. Furthermore, September and October are usually characterized by higher amounts of precipitation than the summer months, so this translates into more nutrient and bacteria runoff coming from fields and other areas such a golf courses. Nonetheless, the riparian and overhanging vegetation along certain areas of North River is considerably dense and would more than likely assist in keeping a portion of the runoff from actually reaching the river, but more areas like this would be needed to minimize surface runoff.
Southern New Brunswick in one of the oldest inhabited regions in Canada. North River has been the focus of extensive agricultural activities for centuries. Even throughout all of this activity, the aquatic habitat of this river has remained in relatively good shape. With minimal changes, the nutrients and bacteria levels found in North River can be brought down to adequate levels (Water quality highlights for North River; Table 11).
29 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 11: Water quality highlights for North River Section Principal water quality Water test highlights influences 1997-2001* At Pacific Junction Road golf course, road runoff, Alkalinity, E-Coli, Sulphur, Bridge (PWMG 9) forestry harvest, old dump Total dissolved solid Below route 112 bridge Alkalinity, Conductivity, E- (PWMG 8) Coli, Hardness, Sulphur, Total organic carbon Above route 880 crossing dairy/cattle farm, road Alkalinity, Chloride, (PWMG 43) runoff Conductivity, E-Coli, Sulphur, Total dissolved solid, Total organic carbon Below bridge on Morton dairy/cattle farm, corn and Alkalinity, Chloride, Clarity, Road hay fields Conductivity, E-Coli, (PWMG 7) Sodium, Sulphur, Total dissolved solid, Total Kjeldahl nitrogen, Total organic carbon Above route 885 Bridge dairy/cattle farm, bank Aluminium, Alkalinity, (PWMG 5) erosion Clarity, Conductivity, E- Coli, Sodium, Sulphur, Total dissolved solid, Total Kjeldahl nitrogen, Total organic carbon Below Tingley Hill bridge Golf course, Bennett Brook Alkalinity, Chloride, (PWMG 40) Conductivity, E-Coli, Sulphur, Total dissolved solid, Total organic carbon *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class B All of North River above Route 880 crossing (PWMG 8) Class C Above Tingley Hill (PWMG 40) up to Route 880 crossing (PWMG 8)
Recommended actions:
ü work with local farm owners to implement an Agro-conservation club in the Petitcodiac area; ü work with local farmers to add cattle fencing along streams and brooks that run through their properties; ü installation of bank stabilization structures where bank erosion is evident; ü work with local farmers and the Department of Agriculture and Aquaculture to schedule manure spreading when monthly precipitations are the lowest (July, August); ü work with local golf property owners to ensure that nutrients from these golf courses don’t end up in North River; ü reduce and eventually phase out the use of cosmetic pesticides.
30 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.2 Bennett Brook
BENNETT BROOK WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
PWMG 6/PWMG 51
PWMG 45
1:65 000 0 1 2 kilometres
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Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 44, 49 Km2 Principal settlements: Kinnear, Mannhurst, Fawcett Hill Principal waters: Gordon brook
31 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
Principal land uses
Total Area: 44, 49 km2 Woodland: 13, 33 km2 29, 96 % Residential: 7, 69 km2 17, 28 % Agriculture: 12, 07 km2 27, 13 %
Bennett Brook is a tributary of the North River, and it has a watershed area of 44 km². Much like the North River, Bennett Brook is mainly influenced by agriculture. The aquatic and physical habitats would be considered satisfactory in most areas. In certain areas, cattle are allowed direct access to the brook. In these locations, streamside vegetation was usually very minimal. This said, the brook’s substrate is mostly made up of small cobble, sand and some silt.
In the uppermost portion of Bennett Brook watershed there is an auto wrecker site identified on Conridge Road. It is still not known if this auto wrecker drains all the cars fluid. This site could be a potential source of pollution for ground and surface waters in the area.
In addition to cattle farms accompanied by corn and hay fields, and an auto wrecker site, the remainder of the watershed consists mainly of a few scattered residential units and forest.
One peculiar thing about Bennett Brook, is the high level of chlorides found in the brook. This is due to a nearby salt spring that is rich in chlorides and sodium. This spring is of natural occurrence due to the underlying geology (Water quality highlights for Bennett Brook; Table 12).
The challenges found on this brook are basically the same as those found on North River. With a minimum of work this brook could reach its full potential in relation to its physical and aquatic habitats.
Table 12: Water quality highlights for Bennett Brook Section Principal water quality Water test highlights Influences 1997-2001 * Below old ford site salt springs, agriculture, auto Aluminium, Alkalinity, (PWMG 6 = PWMG 51) wrecker Cadmium, Calcium, Cadmium, Conductivity, Chloride, Chromium, E- Coli, Hardness, Sodium, Antimony, Sulphur, Total Coliforms, Total dissolved solids Near Confluence salt springs, agriculture, auto Antimony, Cadmium, (PWMG 45) wrecker Chloride, Conductivity, Chromium, E-Coli, Sodium, Sulfur, Total dissolved solids *For further information consult Appendix C at the end of this report.
32 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Recommended preliminary classification:
Class C All of Bennett Brook above PWMG 6 Class B Above PWMG 45 up to PWMG 6
Recommended actions:
ü work with local farm owners to implement an Agro-conservation club in the Petitcodiac area; ü work with local farmers to add cattle fencing along streams and brooks that run through their properties; ü installation of bank stabilization structures where bank erosion is evident; ü work with local farmers and the Department of Agriculture and Aquaculture to schedule manure spreading when monthly precipitations are the lowest (July, August); ü do a follow up at auto wrecker site; ü reduce and eventually phase out the use of cosmetic pesticides.
33 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.3 Anagance River
ANAGANCE RIVER WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
PWMG 2
PWMG 1
1:100 000
0 1,5 3 kilometres
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Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 81, 31 Km2 Principal settlements: Harper, Dunsinane, Anagance Principal waters: Hayward brook, Holms brook
34 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
Principal land uses
Total Area: 81, 31 km2 Woodland: 54, 84 km2 67, 45 % Wetlands: 4, 27 km2 5, 25 % Recreation: 5, 77 km2 7, 1 %
Anagance River is located in the western most part of the Petitcodiac River watershed. Its watershed size is 81 km². This river is best described has being slow moving with a sandy/silt bottom. The major portion of the Anagance River watershed is forested. With this in mind, the main land use activity in this watershed is forestry. In the past few years, forestry activities have been more and more common near the headwaters west of Anagance. A few private dwellings are scattered throughout the watershed, and no noticeable industrial activities are present in the area.
The main water quality influences in the Anagance River watershed come from natural sources (see Table 13). For example, boggy areas along the river affect the water quality in a natural way. In conclusion, this watershed is a good example of what headwaters should look like in a typical river system.
Hayward Brook and Holmes Brook which are tributaries of the Anagance have been the focus of numerous studies done by Environment Canada and J.D. Irving Limited in collaboration with the Fundy Model Forest. These studies looked at the effects of forestry activities on aquatic ecosystems.
Table 13: Water quality highlights for Anagance River Section Principal water quality Water test highlight Influences 1997-2001 * Above Route 895 Bridge Forestry, Bogs Cadmium, E-Coli, (PWMG 001) Manganese, Total Kjeldahl Nitrogen, Total organic carbon Above Confluence Forestry, Bogs Cadmium, E-Coli, Iron (PWMG 002 & PWMG 050) *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class A All of Anagance River
Recommended actions:
ü promote best management practices for all future and current forestry operations; ü promote the concept “keep clean water clean” (public education); ü reduce and eventually phase out the use of cosmetic pesticides.
35 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.4 Pollett River
POLLETT RIVER WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
PWMG 10 PWMG 11
PWMG 12
PWMG 13
PWMG 68
PWMG 14
1:300 000
0 2,5 5
kilometres
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Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 314, 4 Km2 Principal settlements: Kay, The Glades, Elgin, Midland Principal waters: Babcock brook, Colpitts brook, Popple Intervale brook, Webster brook
36 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
Principal land uses
Total Area: 314, 4 km2 Farms: 37, 15 km2 11.82% Residential: 22, 70 km2 7, 22 % Woodland: 214, 1 km2 68, 1 %
The Pollett River is located between the Villages of Petitcodiac and Salisbury. This system has a watershed size of 314 km². Approximately 50% of the watershed is made up of woodlots. A good portion of these woodlots is still intact. It goes without saying that the major activity in this watershed is forestry mixed with light agriculture. Cottages and private dwellings also border the Pollett. This river system encompasses the most pristine terrestrial and aquatic ecosystems in the entire Petitcodiac River watershed (Table 14). The physical habitat of this river is comparable to habitats found in the Miramichi River!
The uniqueness of this watershed has captured the interest of the Fundy Model Forest and other groups, which carry out different studies on woodlot management and practices as well as maintaining sustainable wildlife habitat within the watershed. An example of this is the November 2001, Pollett River Watershed Project for Woodlot Owners. This project is a joint initiative between the Greater Fundy Ecosystem Research Group, the Southern New Brunswick Wood Marketing Board and the Fundy Model Forest.
Finally, the Pollett River watershed is the crown jewel of the Petitcodiac River watershed. This watershed is a perfect example of how moderate development can proceed without negatively affecting the aquatic ecosystem of a region. The ecotourism potential of this area is like no other in the Petitcodiac River watershed, and should be considered in order to help maintain the long-term ecological integrity of this watershed.
Table 14: Water quality highlights for Pollett River Section Principal water quality Water test highlights influences 1997-2001* 1 km above confluence Natural influences As naturally occurs (PWMG 11) East of Pollett Riv. Settlement Natural influences As naturally occurs (PWMG 12) At Mapleton Bridge Natural influences As naturally occurs (PWMG 13) At Church`s Corner Natural influences As naturally occurs (PWMG 14) Above Gordon Falls Natural influences As naturally occurs (PWMG 68) *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class A All of Pollett River
37 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Recommended actions:
ü promote best management practices for all future and current forestry operations; ü promote the concept “keep clean water clean” (public education); ü reduce and eventually phase out the use of cosmetic pesticides.
38 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.5 Little River
LITTLE RIVER WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
PWMG 17
PWMG 41 PWMG 57 PWMG 18 PWMG 69
1:250 000 0 2,5 5 kilometres
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Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 275, 6 Km2 Principal settlements: Colpitts, Nixon, Parkindale, Prosser brook Principal waters: Pow brook, Leaman brook, Prosser brook, Upham brook, East branch little river
39 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
Principal land uses
Total Area: 275, 6 km2 Farms: 44, 91 km2 16, 3 % Woodland: 157, 7 km2 57, 22 % Residential: 36, 30 km2 13, 17 %
Little River, formerly known as Coverdale River, is located south of the Village of Salisbury. This river has a drainage area of 276 km². The section of Little River above Colpitts Settlement is mostly forested and moderate logging is practiced in the area. The section below Colpitts Settlement is characterized by some agricultural activities.
Like the Pollett River, Little River is a relatively clean and unique system. Except for important rain events, the water quality in Little River is good (Table 15). Agricultural runoff might be the explanation for elevated E.coli counts found in the water during periods of high rain. Again, as in other watersheds, some cattle have direct access to the river and some of its tributaries. Some agricultural lands also directly border the banks of the river therefore bank erosion is visible along tributaries and Little River itself. This situation increases the chance for surface runoff since no buffer zones are in place to slow down the flow.
Unlike other watersheds that are affected by agricultural activities, the Little River shows relatively good water quality except for heavy rain events. Finally, the physical and aquatic habitats of this river are in good shape and with minimum modifications, the water quality of this river has the potential of being as pristine as the Pollett River’s.
Table 15: Water quality highlights for Little River Section Principal water quality Water test highlights influences 1997-2001* PWMG 41 (Below Prosser agriculture, forestry E.coli Brook) PWMG 17 (Little River @ agriculture, forestry E. coli the confluence) PWMG 57 (Below Mitton Natural influences As naturally occurs brook confluence PWMG 69 (Prosser Brook Natural influences As naturally occurs above Little River Confluence) PWMG 18 (Prosser Brook @ Natural influences As naturally occurs the confluence) *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class B All of Little River Class A All of Prosser Brook
40 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Recommended actions:
ü promote best management practices for all future and current forestry operations; ü work with local farm owners to implement an Agro-conservation club in the Petitcodiac area; ü work with local farmers to add cattle fencing along streams and brooks that run through their properties; ü enhance buffer zones where needed; ü reduce and eventually phase out the use of cosmetic pesticides.
41 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.6 Turtle Creek
TURTLE CREEK WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
PWMG 19/PWMG 74 PWMG 42
1:200 000
0 2,5 5 kilometres
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Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 192, 2 Km2 Principal settlements: Coverdale, Turtle creek, Berryton, Rosevale Principal waters: Meadow brook, East branch turtle creek, West branch turtle creek, Dryden brook
42 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
Principal land uses
Total Area: 192, 2 km2 Residential: 18, 72 km2 9, 74 % Woodland: 144, 7 km2 75, 29 %
Turtle Creek is situated near the Town of Riverview and the head pond above the Turtle Creek dam provides the main supply of drinking water for the tri-community area (Dieppe, Moncton, Riverview). The reservoir is 15,000 hectares in size and is protected under the Provincial Watershed Protected Area Designation Order, which puts strict limits on the type of activities that can be done within 75 metres of the reservoir. The Turtle Creek watershed is mainly forested and managed by the City of Moncton. For further information on water quality for Turtle Creek refer to Table 16.
Table 16: Water quality highlights for Turtle Creek Section Principal water quality Water test highlights influences 1997-2001* PWMG 19/PWMG 74 (@ pump house, reservoir Ammonia, Cadmium, Iron, bypass channel by pump Manganese house)
PWMG 42 (Above route reservoir As naturally occurs 910 bridge) *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class AP Turtle Creek watershed
Recommended actions:
ü follow provincial regulations on watershed protection for designated drinking areas for the entire watershed.
43 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.7 Main Stem Petitcodiac River
MAIN STEM PETITCODIAC RIVER WATERSHED
N
PWMG 16
PWMG 15 PWMG 67 PWMG 66 PWMG 10
PWMG 65
PWMG 4 PWMG 3
1:335 000
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Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 2000 Km2 Principal settlements: Moncton, Riverview, Dieppe, Petitcodiac, Salisbury Principal waters: Petitcodiac river
44 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
The Petitcodiac River is the main stem of the watershed; it has a drainage area of over 2000 km². The numerous tributaries of the Petitcodiac River run through a variety of different natural and anthropogenic environments. Quantitively, these environments affect and in turn make up the water quality of the Petitcodiac River (Table 17). Starting at the Village of Petitcodiac, the river runs through the Village of Salisbury, the Town of Riverview and the City of Moncton. For example, along the shores of these major settlements we find agricultural activities, forestry, residential developments, a causeway, and sewage lagoons (effluent pipes) etc. Long sections of the Petitcodiac River have virtually no buffer zones and some of the small tributaries that run into it are badly degraded.
Table 17: Water quality highlights for Main Stem Petitcodiac River Section of Main Principal water quality Water test highlight Petitcodiac River Influences 1997-2001 * Above Rte 905 bridge road runoff, commercial and Alkalinity, Chloride, (PWMG 3) residential development, Conductivity, E-Coli, Fecal agriculture Coliforms, Iron, Sodium, Sulphur, Total Coliforms, Total Kjeldahl nitrogen, Total organic carbon Old TCH bridge sewage lagoon, road runoff Aluminium, Chloride, Clarity, (PWMG 4) Conductivity, E-Coli, Fecal Coliforms, Iron, Sodium, Sulphur, Total coliforms, Total dissolved solid, Total kjeldahl nitrogen, Total organic carbon PWMG 65 @ new TCH agriculture, road runoff Alkalinity, Chloride, Conductivity, E-Coli, Sodium, Sulfur, Total dissolved solids Near Confluence of Pollett agriculture, bank erosion Alkalinity, Chloride, River (PWMG 10) Conductivity, E-Coli, Sodium, Sulphur, Total dissolves solids, Total organic carbon 30m below covered bridge agriculture, sewage lagoons Alkalinity, Chloride, (PWMG 66) Conductivity, E-Coli, Sodium, Sulphur, Total dissolved solid Above French Brook agriculture, fording site, E-coli, Sb, Sulfur, (PWMG 15) road runoff Below Rte 112 sewage lagoon, agriculture E-Coli (PWMG 16) 50m above route 112 bridge road runoff, sewage lagoon, Calcium, E-Coli, Sulfur, Zinc (PWMG 67) agriculture *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class C between PWMG 3 and PWMG 4 Class B between PWMG 4 and PWMG 65 Class B between PWMG 65 and PWMG 10 45 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Class B between PWMG 10 and PWMG 66 Class B between PWMG 66 and PWMG 15 Class B between PWMG 15 and PWMG 16 Class B between PWMG 16 and PWMG 67
Recommended actions:
ü work with local farm owners to implement an Agro-conservation club in the Petitcodiac River area; ü work with local farmers to add cattle fencing along streams and brooks that run through their properties; ü enhance buffer zones where needed; ü monitor sewage lagoons and wastewater discharges to ensure that they do not contaminate the river; ü installation of bank stabilization structures where bank erosion is evident; ü better manage all tributaries emptying into the main stem Petitcodiac River; ü reduce and eventually phase out the use of cosmetic pesticides.
46 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.8 Mill Creek
MILL CREEK WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
PWMG 20
PWMG 63
1:80 000
0 1 2 kilometres
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Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 51, 22 Km2 Principal settlements:Riverview Principal waters: Mill creek
47 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
Principal land uses
Total Area: 51, 22 km2 Woodland: 28, 13 km2 54, 92 % Wetlands: 2, 73 km2 5, 33 % Residential: 10, 22 km2 19, 95 %
The Mill Creek watershed is located in the Town of Riverview. This system has a watershed area of 51 km². Activities within this watershed include; the Dobson hiking trail, the Town of Riverview cross country ski trails, snowmobile trails, and forestry. This creek is fortunate in having its own watershed group. Since 1999, a group of citizens have joined their efforts in protecting and in certain cases restoring parts of this watershed. During the past years, this group has installed adequate fording sites for ATV’s, done some bank stabilization work, and created public awareness on the issues surrounding this watershed.
In the lower parts of Mill Creek near the confluence with the Petitcodiac River, the physical habitat is very silty and the surrounding vegetation is mostly grassy and similar to the vegetation found along the shores of the Petitcodiac River below the causeway. This area is also under tidal influence twice a day. Approximately one to two kilometres upstream from the confluence, the physical habitat changes dramatically with rocky substrate and mixed forests.
A unique feature to Mill Creek is an old dam located two kilometres from the confluence. This structure was built in the 1950’s by the Department of Defence as an artificial reservoir to be used in case of forest fires. The dam is approximately 40 metres long by 7 metres high and the reservoir is backed up one kilometre behind the structure. This structure does not provide fish passage.
The majority of the Mill Creek watershed is forested, but recent wood cutting operations and residential development above the dam have changed somewhat the landscape of this region. Severe bank erosion and sediment input coming from poorly constructed roads are responsible for the large fine sediment deposits in the creek and water quality issues (Table 18). Further more, inadequate culvert installation on certain sections of Mill Creek add to the sediment problem and in some cases prohibit fish passage.
Like other creeks and rivers in the Petitcodiac River watershed, Mill Creek has the potential to have functional ecosystems either be aquatic or terrestrial improvements. The fact that this creek has a group of concerned citizens working towards the rehabilitation of this area is a positive step in the right direction. For more information see the Mill Creek Watershed Group Assessment Report (Matchim, 2001).
48 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 18: Water quality highlights for Mill Creek Section of Mill creek Principal water quality Water test highlights influences 1997-2001 * Below Pine Glen Highway forestry, residential Aluminium, Clarity, E-Coli, (PWMG 63) development, road runoff, Iron, Total Kjeldahl bank erosion nitrogen, Total organic carbon Below Reservoir dam, forestry, bank erosion, Aluminium, E-Coli, Iron, (PWMG 20) road runoff (sand & silt), Total Kjeldahl nitrogen, residential Total organic carbon, Turbidity *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class B for all of Mill Creek
Recommended actions:
ü installation of bank stabilization structures where bank erosion is evident; ü enhance buffer zones where needed; ü promote best management practices for all future and current forestry operations; ü work with DELG and DNRE to prevent road runoff (sand & silt) from forestry operations; ü conserve and enhance the creek’s buffer zones; ü remediate all obstructions to fish passage (Mill Creek dam, Pine Glen road culvert); ü encourage best management practices along new commercial and residential developments (ex. berms & stormceptors®); ü installation of habitat improvement structures; ü reduce and eventually phase out the use of cosmetic pesticides.
49 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.9 Weldon Creek
WELDON CREEK WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
PWMG 32
1:100 000
0 1,5 3
kilometres
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Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 89, 18 Km2 Principal settlements: Weldon, Steevescote, Salem, Memel, Curryville Principal waters: Cat brook, Bull creek, Wilson brook, Peck creek, Demoiselle creek
50 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
Principal land uses
Total Area: 89, 18 km2 Woodland: 51, 65 km2 57, 92 % Residential: 24, 30 km2 27, 25 %
Weldon Creek is located near the Village of Hillsborough in Albert County. It has a drainage area of 89 km². Like Mill Creek, the lower part of this system is affected by tide twice at day. The physical habitat in this area is similar to the shores of the Petitcodiac River. Approximately 1-2 km upstream from the confluence, the substrate is composed of mostly rocks and gravel. The geology of Weldon Creek is different from other rivers and creeks that we’ve described, with protrusions of red sandstone throughout the stream’s bottom and the cliffs that border the edge of the creek.
Activities within the lower and middle parts of this watershed are minimal, with a few hobby farms, small-scale forestry operations and a few private dwellings. The upper part of the watershed is forested and seems to be void of forestry activities (Table 19 – Water quality highlights for Weldon Creek).
Water quality highlights:
Table 19: Water quality highlights for Weldon Creek Section of Weldon creek Principal water quality Water test highlights influences 1997-2001* Salem @ covered bridge Natural influences Cadmium, E-coli, Sulphur (PWMG 32) *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class A for all of Weldon Creek
Recommended actions:
ü promote best management practices for all future and current forestry/agriculture operations; ü promote the concept “keep clean water clean” (public education); ü reduce and eventually phase out the use of cosmetic pesticides.
51 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.9.1 Halls Creek Watershed
HALLS CREEK WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
PWMG 27 PWMG30 PWMG 28 PWMG 26 PWMG 25 PWMG 24 PWMG 64 PWMG29 PWMG 70 PWMG 44 PWMG 26 PWMG 54 1:100 000 PWMG 34 0 1 2 kilometres
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Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse Total drainage area: 125, 87 Km2 Principal settlements: Cherryfield, Mapleton, Tankville, Moncton Principal waters: Gorge brook, Ogilvie brook, Rabbit brook, West branch halls creek, North branch halls creek, Humphrey's brook
52 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.9.2 West Branch Halls Creek
Map: - see Halls Creek watershed
Description:
West Branch Halls Creek is a tributary of the Halls Creek watershed, which covers 126 km². Two major tributaries enter this creek and they are; 1- Gorge Brook and 2- another unnamed tributary that flows west of Magnetic Hill area. This section of the Halls Creek watershed is significantly impacted by human activities. Residential, commercial, and public development are scattered throughout the watershed (ex: Magnetic Hill complex, Golf course, Campgrounds, Quarries, Farms, Nature Parks, Residential dwellings, etc.).
Point and non-point sources of pollution are found in all sections of this brook. Numerous evidence of sewage cross connections around the Mapleton Road area have been identified when the storm sewer system is surcharged. A series of small ponds located between Mapleton Park and the Trans Canada Highway were formally used as sewage lagoons until 1980. It is unclear if these lagoons are still affecting the water quality of West Branch Halls Creek in a negative way. These lagoons should be targeted for further water quality studies (see Table 20 for water quality results).
The creation of Mapleton Park has also added sediments into the creek. The construction of footpaths and the cutting of trees have contributed in part to the creek’s siltation problem. Other sources such as bank erosion, quarrying, and inadequate culvert installation all contribute to the input of fine sediment within West Branch Halls Creek.
Gorge Brook, one of the main tributaries of WB Halls Creek runs through 2 quarry operations. It has been noted during rain events that a significant amount of sand and silt are washed out of these areas into Gorge Brook and subsequently into WB Halls Creek. The unnamed tributary that runs through the Magnetic Hill Golf Course also seems to carry a large amount of fine sediment into the creek.
Further more, debris/garbage is also scattered at numerous locations throughout the creek. For example, old discarded vehicles (junk yard along Gorge Brook); old cement pads and sidewalk litter the creek at several locations.
Several obstructions have been surveyed in the creek ranging from inadequate culvert installations to controlled openings that allow flow/fish passage only when needed. For example, an inadequate culvert was surveyed on one of the TCH off ramps; the structure was installed approximately 80 centimetres above the water line.
On a positive note, for the most part, the riparian vegetation surrounding the creek is adequate and provides a significant amount of cover to the creek. Fish life was also observed in West Branch Halls Creek, the fish spotted there were mostly Chub and White Suckers. Further upstream, in the Gorge Brook tributary, there were also considerable amounts of Brook Trout spotted in the watercourse. With modifications made to culverts, blockages, sewer lines and fine sediment input amongst other things, this creek’s ecosystem could prosper in a much healthier set of circumstances.
53 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 20: Water quality highlights for West Branch Halls Creek Section Principal water quality Water test highlights influences 1997-2001* Above Briardale Street urbanization, storm sewers, Alkalinity, Conductivity, (PWMG 27) residential, road runoff, golf E.coli, Fecal coliforms, Iron, course, quarries, farms, game Manganese, Total dissolved farm solid, Total Nitrogen At Wheeler Boulevard old sewage lagoon, storm Aluminium, Alkalinity, (PWMG 26) sewers, urbanization, road Clarity, Conductivity, E.coli, runoff, nature park, tide, Fecal coliforms, Total residential coliforms, Iron Manganese, Total dissolved solid, Total Kjeldahl nitrogen, Total Nitrogen, Phosphorus, Turbidity *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class C for all of West Branch Halls Creek
Recommended actions:
ü stop sediment input in Gorge Brook coming from local quarry operations; ü stop sediment input in WB Halls Creek coming from old Westlane pits; ü clean up debris/garbage entering the brook from junk yards or from illegal dumps; ü work with local farmers to add cattle fencing along streams and brooks that run through their properties (Gorge Brook area); ü replace and/or fix culverts that impede fish passage; ü conserve and enhance the brooks buffer zones; ü installation of bank stabilization structures where bank erosion is evident; ü modify storm water infrastructure to accommodate high rain events; ü extend water sampling to include old sewage lagoon to see if lagoons are still contaminated and contribute to the creek’s high bacteria levels; ü encourage best management practices along new commercial and residential developments (ex. berms & stormceptors®); ü reduce and eventually phase out the use of cosmetic pesticides.
54 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.9.3 North Branch Halls Creek
Map: - see Halls Creek watershed
Description:
North Branch Halls Creek is a major tributary of Halls Creek and is subject to tidal influences. NB Halls Creek also has one major tributary, which is Ogilvie Brook. The total watershed area for NB Halls Creek including Ogilvie Brook is approximately 15 km². Included in this sub-watershed are two human made reservoirs, which are McLaughlin reservoir (0.8 km²) and Irishtown reservoir (1.0 km²). The McLaughlin reservoir was inaugurated in 1914 and is still used today as a backup water supply for the City of Moncton. The Irishtown reservoir was put online in 1979 and served as a potable water supply for 25 000 people. Today the reservoir is part of the Irishtown Nature Park and is no longer used as a drinking water source. North Branch Halls Creek is influenced by tide. The head of tide is approximately 700 metres above the Crowley Farm Road. The sediments found in this area are similar to those in the Petitcodiac River. As we go further up in the system, the substrate is mostly composed of cobble, and a moderate amount of sand.
The buffer zones along the majority of this creek provide excellent shade and stability for this watercourse even though a few clear cutting operations have been surveyed to be very close to the creek’s edge. Below the TCH where Ogilvie Brook flows into NB Halls Creek, it was noticed that the waters coming from Ogilvie had a green tinge to it. Green algae were also noticed in the main channel of NB Halls Creek down stream from its confluence with Ogilvie Brook. Further water sampling of Ogilvie Brook should be undertaken in 2002, since there is a golf course and an industrial park near the headwaters of this watercourse (possible nutrient source ?).
On each abutment of the TCH various garbage and debris are scattered. This debris ranges from old truck tires to small garbage. This material is said to have been left there after the TCH construction.
Water main breaks might have contributed to an important amount of fine sediment originating from a small tributary situated on the true left bank below McLaughlin reservoir. An old quarry that borders this tributary may also be adding sediment into the creek. Further more, inadequate fording sites have also been documented and where determined to be another source of sediment input.
A small-unnamed tributary that flows into McLaughlin reservoir is the most pristine watercourse of the watershed. The substrate is composed mostly of black rocks and rubble. Wildlife such as beavers inhabit the area and their presence is evident from their numerous beaver lodges. Residential and commercial developments have been kept to minimum and this is the main reason why this watercourse is in good shape. In addition to the Irishtown Nature Park, the North Branch Halls Creek area would make an exceptional green space to add to Moncton’s linear foot/bike path. Its variety of marshes, forests, animals and terrain would make it an ideal area for all sorts of nature activities. See Table 21 for more water quality information.
55 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 21: Water quality highlights for North Branch Halls Creek Section Principal water quality Water test highlights influences 1997-2001* Upstream from TCH (PWMG old quarry, water main leaks, Alkalinity, E.coli 28) McLaughlin reservoir ?, inadequate fording sites (bank erosion), clear cutting, garbage Just above confluence on tide, road runoff, wetlands, Alkalinity, Chloride, Iron, Crowley Farm Road (PWMG clear cutting, garbage, Conductivity, E.coli, 64) inadequate fording sites (bank Manganese, Suspended erosion), water main leaks, Solids, Phosphorus, Turbidity Ogilvie Brook (Golf course?) *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class B Upstream from Trans-Canada Highway Class C Downstream from Trans-Canada Highway Class B Ogilvie Brook and McLaughlin reservoir area
Recommended actions:
ü create adequate fording sites at ATV crossings; ü mitigate the impacts of the quarry at Crowley Rd.; ü fix existing water main leaks; ü plant vegetation and place bank stabilization structures at areas where excessive erosion was surveyed; ü conduct water sampling in Ogilvie Brook to identify sources of excessive nutrients; ü ensure that the wetlands located immediately upstream and downstream from Crowley Farm Rd. are conserved; ü clean up garbage along the brook (especially around TCH abutments); ü encourage the creation of conservation areas/green spaces; ü conserve all wetland areas; ü reduce and eventually phase out the use of cosmetic pesticides.
56 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.9.4 Halls Creek (Main stem)
Map: - see Halls Creek watershed
Description:
This section of Halls Creek is situated downstream from North and West Branch Halls Creek confluences. This section of Halls Creek is heavily influenced by tidal action. The substrate consists mostly of sand and silt. The lower part of Halls Creek has been modified from its original path several times. The most recent change is attributed to the construction of Wheeler Boulevard in 1983. Construction of two bridges in 1978 and 1983, one linking Leger Corner to Moncton; Main Street to the Shediac four lane, have also modified Halls Creek’s stream bed. Most of the wetlands in this area (Halls Creek estuary) have been severely impacted by urbanization, in particular, road construction. Part of l’Université de Moncton was constructed directly on a wetland that used to border Halls Creek. This same wetland was used as a dump by the City of Moncton in the 1960’s. The regulations of the time were followed, and the dump was capped off. Leachate can still be seen to this day leaking out of the bank along this section of Halls Creek (Table 22 – Water quality highlights).
Water quality highlights:
Table 22: Water quality highlights for Halls Creek (Main stem) Section Principal water quality Water test highlights influences 1997-2001* Halls Creek near confluence road runoff, Rabbit Brook, Aluminium, Alkalinity, (PWMG 44) West Branch Halls Creek, E.coli, Iron, Manganese, North Branch Halls Creek, Phosphorus, Turbidity urbanization, leachate, wetlands, storm sewer outfalls, beavers, old city dump site, tide *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class C Halls Creek near confluence
Recommended actions:
ü eliminate point and non-point sources of pollution coming from Rabbit Brook, West and North Branch Halls Creek; ü eliminate leachate coming from old dumpsite (UdeM soccer and softball fields); ü protect/enhance wetlands; ü modify storm water infrastructure to accommodate high rain events; ü reduce and eventually phase out the use of cosmetic pesticides.
57 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.9.5 Rabbit Brook
Map: - see Halls Creek watershed
Description:
Rabbit Brook is a tributary of Halls Creek. It has a watershed area measuring 29 km² and is a watercourse that is highly influenced by urbanization. A physical habitat survey of this brook indicates that it is considerably degraded. Sediment deposition and siltation due to urban sprawl and development are major issues for the physical habitat of Rabbit Brook.
The majority of the brook’s substrate is made up mainly of fine sediments, which is knee deep at certain areas. This sediment originates from multiple sources such as bank erosion, storm sewer outlets, inadequate culvert installation, streambed modification and piping. Storm sewer outlets carry large amounts of sand and silt during rain events. Bank erosion is associated with inadequate culvert installation (ex. size, height from the stream bed, etc.), and from modification of the brook’s streambed to accommodate urban development. Piping of the upper parts of Rabbit Brook is another cause for sedimentation. When piping a watercourse, the pipe changes the hydrodynamics of the brook and in turn this accelerates the water velocity during rain events or snow melting leading to unnatural stream bank widening (scouring) thus leading to bank erosion.
A number of obstructions are also associated with Rabbit Brook. These obstructions were most often caused by debris discarded into the brook. Again these obstructions create large areas of sediment deposition that act similar to a settling pond. These retention areas can span hundred of metres upstream.
Indications of sewage cross connections were also noticed along various portions of the brook (scent and visible evidence). These cross connections explain in part the high E-coli readings found within this brook (Table 23). Leacheate was also observed along certain areas of the stream bank, mostly bordering the property with PID #00755116. Infilling with unknown materials on this property up to the stream’s edge is of concern.
Rabbit Brook is a typical urban stream that has been abused and taken advantage of during the past years. As mentioned previously, this brook has suffered piping, sewage input, urbanization, etc., but there is still hope for this urban stream. The Beaverbrook elementary school and a small group of local residents are fighting for its safekeeping and they have saved it many times against destruction to accommodate development. Even though the brook has suffered through the years, its flow remains strong. With some help this brook can become vibrant again. Wildlife of all sorts have been spotted near this brook (ex. muskrat, beaver, deer etc.). With a significant improvement of its water quality, fish like trout and salmon might just be able to reclaim this habitat.
Water quality highlights:
Three different locations were sampled on Rabbit Brook. The uppermost sampling site was situated above Mapleton Road (PWMG 25), the second above Cedar Street (PWMG 70) and the third one at the confluence of Rabbit Brook (PWMG 24) just before it goes under Wheeler Boulevard.
58 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Table 23: Water quality highlights for Rabbit Brook Section Principal water Water test highlights quality influences 1997-2001* Above Mapleton Rd. urbanization, storm Alkalinity, Chloride, Conductivity, Copper, E- (PWMG 25) sewer outfalls, piping coli, Fecal coliforms, Total coliforms, Iron, Phosphorus, Turbidity Above Cedar St. residential, Alkalinity, Chloride, Conductivity, E-coli, Iron, (PWMG 70) ubanization, storm Sodium, Total dissolved solid, Total Nitrate. sewer outfall, bank de-stabilization, infilling, piping, road construction, road run off Rabbit Brook residential, storm Aluminium, Alkalinity, Chloride, Clarity, Confluence above sewers outfall, Conductivity, Copper, E-coli, Fecal coliforms, Wheeler Blvd. leachate, infilling, Total coliforms, Iron, Manganese, Total kjeldahl (PWMG 24) road run off nitrogen, Phosphorus, Turbidity *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class C for all of Rabbit Brook
Recommended actions:
ü fix all sewer cross connections entering the brook; ü installation of bank stabilization structure along the property with PID #00755116; ü remediate all obstructions to fish passage (culverts); ü where excessive erosion has been identified install bank stabilisation structures; ü clean up garbage and discarded vehicles; ü encourage best management practices along new commercial and residential developments (ex. berms & stormceptors®); ü conserve and enhance the brook’s buffer zones; ü daylighting the upper sections of the brook; ü modify storm water infrastructure to accommodate high rain events; ü installation of habitat improvement structures when water quality is up to an acceptable standard; ü reduce and eventually phase out the use of cosmetic pesticides.
59 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.9.6 Humphreys Brook
Map: - see Halls Creek watershed
Description:
Humphreys Brook is a tributary of Halls Creek. The watershed area of Humphreys Brook is 38 km². One lake is also present in this watershed (Aero Lake) which as an area of 1,8 km². Like Rabbit Brook this watercourse is also considered an urban stream. In the upper parts of this watershed we find a golf course, the Greater Moncton Airport complex and the Caledonia Industrial Park. This brook’s main influences include the presence of a dam (9,1 metres wide x 4,7 metres high x 7,6 metres deep) and a scrap yard that borders and encroaches the watercourse. The dam is situated under Mill Road and is approximately 3 km upstream from the brook’s confluence with Halls Creek. The scrap yard is located 50 – 100 metres upstream from the dam on the true right bank. Also directly below the Mill Road dam on the true right bank is a textile Mill.
The substrate of the brook directly upstream from the dam is made up mainly of silt with some sand. This is the accumulation of substrate since the 1923 when the dam was built. Further upstream as the influence of the dam becomes less apparent the substrate and the general habitat of the brook improve dramatically.
As for the scarp yard, there are large amounts of debris found within the brook. This debris ranges from large blocks of cement, construction/demolition material and scrap metal located on the banks and directly within the brook. Miscellaneous garbage is also found scattered over the middle and lower parts of the brook.
Another factor that influences water quality, is sewage cross connections. Two pipes have been surveyed, one directly above the dam and the other 10-15 metres below the dam. The latter demonstrates visible and physical signs of sewage cross connections. At certain times during the summer of 2001, fabric material has been spotted entering the brook via a pipe coming from the textile mill. More pipes (storm sewers) entering the brook have been surveyed around the Caledonia Industrial Park, but no evidence of sewage contamination was noticed.
In the tidal part of Humphreys Brook, wetland destruction and snow dumping also cause a threat to water quality. Nearby wetlands have been targeted by developers to be infilled and used as snow dumps during the winter months. During the summer these wetlands are infilled with all sorts of unknown fill material that could possibly be laced with toxic substances. In addition to infilling, the loss of these wetlands diminishes the environment’s capacity to filter and clean its waters (surface and ground). When snow dumping is not going on within wetlands, it is just disposed of directly into the brook (tidal area).
With a few changes like removing the dam, fixing cross connections and a general stream clean up, Humphreys Brook could once again become vibrant with life. With no obstruction and good water quality, fish would certainly return to this area. Wildlife such as beavers and deer have been spotted in an around Humphreys Brook. Local citizens suggest that trout was still caught in the upper parts of Humphreys Brood as recently as the mid 1980’s.
60 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Water quality highlights:
Three sites were samples between 1997 and 2001. The upper most site was PWMG 30 at the Trans-Canada Highway, the second was situated below the dam at Mill Road Bridge and the third was sampled 50 metres upstream from the Lewisville Road bridge (Table 24).
Table 24: Water quality highlights for Humphreys Brook Section Principal water Water test highlights quality 1997-2001* influences Above TCH Aluminium, Alkalinity, Chromium, E-coli, Iron, (PWMG 30) Manganese, Lead, Total Kjeldahl nitrogen, Total organic carbon, phosphorus At Mill Road dam, storm sewer Aluminium, Alkalinity, Conductivity, Chromium, Bridge outfalls, Copper, E-coli, Fecal coliforms, Iron, Manganese, (PWMG 29) urbanization, Lead, Total Coliforms, Total Kjeldahl nitrogen, Total residential, organic carbon, phosphorus, Turbidity, Dissolved textile oxygen manufacturing plant, scrap yard, road runoff Above urbanization, Aluminium, Arsenic, Cadmium, Chromium, Iron Lewisville Road residential, storm Ammonia, Nickel, Lead, Suspended solids, Total (PWMG 54) sewer outfalls, Kjeldahl nitrogen, Total organic carbon, Phosphorus, snow dumping, Turbidity, Zinc road runoff, tide *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class C for all of Humphreys Brook
Recommended actions:
ü remove Mill road dam; ü clean up debris entering the brook from scrap yard (Tri-Province Enterprises) and other sources; ü fix all sewer cross connections entering the brook; ü discontinue snow dumping in wetlands (MacAleese Ln.; Dowd St.); ü discontinue direct snow dumping within the brook along Lewisville Rd; ü stop wetland destruction and rehabilitate wetland areas bordering the brook; ü encourage best management practices along new commercial and residential developments (ex. berms & stormceptors®); ü conserve and enhance the brook’s buffer zones; ü create adequate fording sites along the brook; ü minimize impacts of the ongoing construction of the new Moncton Airport Terminal; ü reduce and eventually phase out the use of cosmetic pesticides.
61 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.9.7 Jonathan Creek and Jones Lake
JONATHAN CREEK WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
JON1A JON1B
JON2 JON7 JON3 JON6 PWMG 55 PWMG 23 JON4 JON5 PWMG 56 JON9 JON8 JON10 PWMG 22
1:100 000
0 1 2 kilometres
Your Environmental Trust Fund at Work! Votre Fonds en Fiducie pour l'Environnement au Travail!
Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 50.14 Km2
62 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
Principal land uses
Total Area: 50, 14 km2 Woodland: 5, 22 km2 10, 41 % Industrial: 4, 59 km2 9, 15 % Residential: 20, 97 km2 41, 82 %
The Jonathan Creek watershed area is approximately 50 km². The middle and upper stretches of the creek are mostly forested area (Gilliss 2001). The lower reaches lie within the Moncton City limits. In this area, the creek reaches Jones Lake after flowing through Centennial Park, which serves as a major recreational area for the residents of Moncton and surrounding communities, and the Centennial Pond.
Water samples for Jonathan Creek have been collected by the Jonathan Creek Committee coordinator since 1999. The majority of the results presented in this report for Jonathan Creek come from the Jonathan Creek Committee Fish Habitat Restoration Project Report (Gilliss, 2001).
Urbanization, and some agriculture are the major impacts on Jonathan Creek’s waters. Gilliss (2001) notes that the creek comes directly in contact with the farmed fields in certain areas, but the latter don’t seem to affect water quality in that region. Urbanization has a more noticeable impact on water quality due to the creek’s proximity to the Moncton Industrial Park and also from residential/commercial storm sewer outlets that discharge into the creek. Fine sediments characterize the physical habitat for the lower reaches of the creek. This sediment originates from bank erosion and runoff coming from ditches. Furthermore, fish passage is also restricted because of two barriers located at the outfalls of Centennial Park Pond and Jones Lake. These barriers have serious impacts on anadromous fish species like Trout and Salmon that can’t access potential spawning grounds upstream. Modifications to these two structures to permit fish passage should be considered by local authorities.
Jonathan Creek has had its own watershed group since 1999. The mandate of this group was to rehabilitate fish habitat and water quality in the creek. They have installed several fish habitat restoration structures and done bank stabilization work throughout the watershed. Since the implementation of these structures, water quality parameters such as E.coli have been on the decline for the majority of Jonathan Creek above the park (Table 25). In the summer of 2001 the City of Moncton undertook the construction of a 8696 m² wetland that borders Jonathan Creek within Centennial Park. This artificial wetland will serve as a natural filter for storm sewer run-off. Through the years this creek as showed a lot of potential. Continued attention and rehabilitation of the downstream portion of Jonathan Creek should be considered to fully rehabilitate this ecosystem.
63 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Water quality highlights:
Table 25: Water quality highlights for Jonathan Creek and Jones Lake Section Principal water quality Water test highlights influences 1997-2001* JON 1A – below Pacific forestry, residential, road E.coli, Chromium, Iron, Junction Rd. runoff Aluminium, Zinc JON 1B – below Rogers Rd. forestry, residential, road E.coli, Chromium, Iron, runoff Aluminium, Total Phosphorus JON 2 – below Berry Mills road runoff E.coli, Chromium, Iron, Rd. Aluminium, Zinc JON 3 – below new TCH building of new TCH, road E.coli, Chromium, Iron, runoff Aluminium JON 4 – at Westmorland forestry, city dump E.coli, Chromium, Iron, Waste facility Aluminium, Zinc, TOC, Total Phosphorous JON 5 – below Berry Mills forestry, bank erosion E.coli, Chromium, Iron, Rd.(2) Aluminium, TOC JON 6 – tributary entering cattle farm, residential E.coli, Chromium, Iron, Jonathan Creek @ Ryan St. Aluminium, Total Phosphorous, TOC PWMG 55 – above Horseman forestry Alkalinity, Calcium, Chloride, Rd. Conductivity, Chromium, Dissolved Oxygen, Hardness, Potassium JON 7 & PWMG 23 – below forestry, road runoff Alkalinity, E.coli, Chromium, Horseman Rd. Iron, Aluminium, TOC JON 8 – above Wheeler Blvd. forestry, industrial park, E.coli, Chromium, Iron, runoff from ditches, Aluminium, Copper, TOC, urbanization Total Phosphorous PWMG 56 – below Wheeler forestry, industrial park, Iron, Manganese Blvd. runoff from ditches, urbanization, road runoff JON 9 – Centennial Park road runoff, Centennial Park, E.coli, Chromium, Iron, (upper parts) forestry, fine sediments Aluminium, Total Phosphorous, Copper, TOC, Zinc JON 10 – above Centennial Centennial Park pond, E.coli, Chromium, Iron, Park pond Centennial Park, storm sewer Aluminium, Total outlets Phosphorous, Copper, TOC PWMG 22 – mouth of Jones Centennial Park pond, Aluminium, Alkalinity, Lake under Main St. Centennial Park, storm sewer Cadmium, Copper, E. coli, outlets, tide, road runoff, Fecal Coliforms, Iron, urbanization Manganese, Lead, Suspended Solids, Total Coliforms, Total Kjeldahl Nitrogen, TOC, Phosphate, Turbidity, Zinc *For further information consult Appendix C & Appendix F at the end of this report.
64 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Recommended preliminary classification:
Class C above JON1A Class C between JON1A – JON1B Class C between JON1B – JON2 Class C between JON2 – JON3 Class B between JON3 – JON4 Class B between JON4 – JON5 Class C between JON5 – JON6 Class C between JON6 – JON7 Class C between JON7 – JON8 Class C between JON8 – JON9 Class C between JON9 – JON10 Class C between JON10 – PWMG22
Recommended actions:
ü fix all cross connections that enter Jonathan Creek (Westbrook Circle, Jonathan Ave., Bingham Dr.); ü installation of bank stabilization structures where bank erosion is identified; ü conserve and enhance the brook’s buffer zones; ü construct a settling pond or use rip rap to slow down the flow of water coming from ditches; ü identify specific location where runoff is entering the creek; ü maintain the fish habitat restoration structures that are presently in the creek; ü continue water quality monitoring to determine why Ryan St. tributary water quality is the poorest in the watershed; ü apply best management practices to new commercial and residential development along Jonathan Creek (ex. storm retention ponds, berms etc.); ü remediate all obstructions to fish passage (spill gates at Centennial Pond and at Jones Lake); ü reduce and eventually phase out the use of cosmetic pesticides.
65 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 5.9.8 Fox Creek
FOX CREEK WATERSHED
N
PETITCODIAC AND MEMRAMCOOK RIVER WATERSHED
PWMG 53
PWMG 31
1:70 000
0 1 2
kilometres
Your Environmental Trust Fund at Work! Votre Fonds en Fiducie pour l'Environnement au Travail!
Prepared by the PWMG, Pascal Levesque GIS Technician Hydrography provided by Service New Brunswick Watershed boundary provided by N.B. Aquatic Resources Data Warehouse
Total drainage area: 29, 34 Km2 Principal settlements: Dieppe, Chartersville, Saint-Anselme, Melanson Principal waters: Fox creek
66 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Description:
Principal land uses
Total Area: 29, 34 km2 Woodland: 9, 26 km2 31, 56 % Commercial: 1, 04 km2 3, 54 % Residential: 14, 24 km2 48, 53 %
Fox Creek is the major system that flows through the Town of Dieppe. The watershed area is about 29 km². The watershed is characterized by heavy residential and commercial development. The physical habitat for the middle and lower parts of Fox Creek are of relatively poor quality because of their sand and silt bottoms.
The headwaters of this system drains part of Dieppe’s industrial sector. Approximately 200- 300 metres of the brook were piped in this area. Bank erosion is also of concern for certain parts of the creek. For example, severe bank erosion behind Fishermen’s Paradise off Champlain Street is, in our opinion, a major contributor to the sand and silt found in the streambed at/near this location. The two culverts that cross underneath Champlain Street have been badly damaged. The cause of this damage is unknown, but the culverts on the downstream site of Champlain Street cause serious obstacles to fish passage. One of the two culverts is 0,3 – 0,6 metres off the streambed and the other is broken in a downward fashion.
The middle reach of the creek had good to fair buffer zones and this provides some shade and stability to the creek. The Dieppe Rotary Nature Park also borders the lower end of the creek for approximately 1-2 km on its true right bank. One point source of pollution (sewage cross- connection) was noted entering the creek between Melanson Road and Chartersville Road. There was also a slight scent of hydrocarbons coming from this pipe. The source of this hydrocarbon scent could not be determined at the time of the survey.
Surface water runoff has been a concern for the Town of Dieppe in recent years since flooding along Chartersville Road and along Amirault Street have prompted the town to modify some of its public infrastructure. This past summer (2001), work started to expand Dieppe’s industrial park all the way up to Chartersville Road. As of December 2001 the plans for the industrial park expansion will accommodate surface water runoff coming from this development by utilizing a series of storm water wetlands and detention ponds. Technically this approach should minimize flooding downstream. In recent years, flooding in the lower parts of Fox Creek may have contributed to its poor water quality (see Table 26).
Some debris and junk have also been noticed in and near the waters of Fox Creek. For example, after an important rain event in the summer of 2001, an old oil storage tank floated down into a pond area of the Creek.
In conclusion, the middle and lower reaches of Fox Creek still supports abundant wildlife like deer and fox populations. These two species were observed while surveying this area. With the tremendous amount of development that Dieppe is seeing, it is important for the town’s administrators to set aside green areas for these species. With the major flooding that this creek has seen lately, the public infrastructure and residential development should be done in order to limit rapid water runoff to the creek. In addition flood events degrade water quality
67 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report by carrying fine sediments, nutrients, hydrocarbons and bacteria into the creek’s waters thus adding to its degradation.
Table 26: Water quality highlights for Fox Creek Section Principal water quality Water test highlights influences 1997-2001* Fox Creek at Pascal Street Dieppe industrial park, road Alkalinity, Cadmium, (PWMG 53) runoff, road construction Chloride, Conductivity, (summer 2001), bank erosion, Chromium, E.coli, Total inadequate culvert dissolved solid, Turbidity installation, urbanization, residential, storm sewer outlets Fox Creek at Route 106 residential, road runoff, storm Alkalinity, Aluminium, (PWMG 31) sewer outfall, flooding, tide Conductivity, Chromium, Copper, E.coli, Iron, Manganese, Total Coliforms, Turbidity *For further information consult Appendix C at the end of this report.
Recommended preliminary classification:
Class C for all of Fox Creek
Recommended actions:
ü fix cross connection between Melanson Road and Chartersville Road; ü apply best management practices to new commercial and residential development along Fox Creek (ex. storm retention ponds, berms etc.); ü conserve and enhance the brook’s buffer zones; ü installation of bank stabilization structure behind Fisherman’s Paradise ü modify storm water infrastructure to accommodate high rain events to prevent flooding; ü remediate all obstructions to fish passage (culverts underneath Champlain Street); ü clean up garbage/debris along the creek; ü daylighting upper sections of the brook; ü reduce and eventually phase out the use of cosmetic pesticides.
68 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 6.0 CONCLUSION
This report is a first look at the overall water quality and the different challenges associated with this in the Petitcodiac River watershed. As seen in the report, the urban streams are the most heavily impacted, while the waters that are found bordering the watershed show better results. Numerous challenges are found within the watershed, ranging from urbanization to forestry. Each river and/or creek has its own set of challenges and obstacles. The Petitcodiac River watershed is unique for several reasons. Natural causes such as the huge tides found within the Bay of Fundy area make this system unique and hard to classify. Other human influences such as the Moncton causeway, modify the natural process of the tides and this in turn affects water quality of the watercourses found upstream and downstream.
The involvement of all stakeholders in the classification process will play an important role in rehabilitating or enhancing the water quality in the Petitcodiac River watershed. Every step of the way, the public has been involved and their views and opinions will continue to be added in a subsequent version of this report. Once the public and PWMG are satisfied with this report, it will be re-submitted with additional comments and reviews.
In short, special attention has to be given to the small urban streams and other river systems that are heavily impacted by human activities. Behavioural changes are not easy for humans, but now that the knowledge is out there and that we know what we have to do to protect our water resources, we as a community, have to act to ensure its protection for generations to come.
69 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 8.0 REFERENCES
Department of the Environment and Local Government. 1999. Overview of the Water Classification Regulation. Envionmental Planning Section. 13-14 pp.
Environment Canada. March 2002. www.ec.gc.ca/water/index.htm .
Frenette, I. 2000. Petitcodiac Watershed Monitoring Group. Progress report : 31 p.
Gilliss, B. 2001. Jonathan Creek Committee Fish Habitat Restoration Project Report. Unpublished report. 31 p. + appendices.
Matchim, T. 2001. Mill Creek Watershed Group Assessment Report. Unpublished report. 15 p.
Raven, PH, Berg. L.R. and G.B. Johnson. 1993. Environment. Second Edition. Saunders College Publishing. pp. 479-500.
Statistics Canada. March 2002. www.statcan.ca/ .
St-Hilaire, A., B. Massicotte, A., B. Bobée, T. Ouarda, E. Arseneau, A. Chiasson. 2001. Petitcodiac Watershed Monitoring : Water quality and hydrological analysis. Report produced by Roche Ltée, Groupe-conseil and INRS-Eau on behalf of the Petitcodiac Watershed Monitoring Group. 42 p., 1 appendix.
St-Hilaire, A., B. Massicotte, A., B. Bobée, T. Ouarda, E. Arseneau, A. Chiasson. 2001. Petitcodiac Watershed Monitoring : Summary of water quality analyses. Report produced by Roche Ltée, Groupe-conseil and INRS-Eau on behalf of the Petitcodiac Watershed Monitoring Group. 30 p. + appendices.
United States Environmental Protection Agency. 2001. Protecting and Restoring America’s Watersheds. Office of Water. 56 pages.
70 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report 7.0 APPENDICES
71 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Appendix A. Example of PWMG’s Newsletter
Petitcodiac Watershed Monitoring Group
Groupe de surveillance du bassin de la Petitcodiac
Hello ! Here comes another summer full of projects for PWMG. Since our last newsletter, the group has been working very hard to try to develop and implement projects that will improve water quality within the Petitcodiac and Memramcook watersheds. I am glad to announce that the Environmental Trust Fund has come through once again for our group. This means that PWMG will be able to continue it’s on-going work with the NB Water Classification Program and to start some rehabilitation projects in some areas of the watershed. Speaking of rehabilitation, PWMG in conjunction with Petitcodiac River Keeper (PRK) received money to start a Halls Creek rehabilitation project. The project will hopefully run for the next 3 years and will include public education; stream clean ups; implementing Best Management Practices throughout the watershed etc. A coordinator and 2 technicians will be hired to manage this joint project. Public meetings within the Halls Creek watershed will be held as soon as a coordinator is hired. For more information on this project contact either the PWMG or PRK. In conclusion, have a great and safe summer from all of the staff at PWMG. If you have any comments / suggestions or you would like to donate your time to the group’s activities, contact us at 384-3369 or by e-mail at: [email protected]. Eric R Arseneau, PWMG Coordinator Atlantic Sturgeon Found in the Petitcodiac River
Questions, comments, suggestions? P.O. Box 23046, Moncton, N.B.
E1A 6S8 Ph: 384-3369 Fax: 854-4824 Email: [email protected]
This six foot Atlantic Sturgeon was found 50 feet above the causeway gates on the Petiticodiac River. Todd Matchim (left) and Andrew Steeves (right), fishery http://www.pwmg.20m.com technicians for DFO saw the fish floating belly up when they were tending to the causeway fish trap. An autopsy was performed on the sturgeon and DFO scientists say the fish is a female and was full of eggs. In the next few weeks, scientists will be looking at the fish’s DNA, at parasites and will do a stomach content analysis. The cause of death is thought to be due to a quick change in water temperature and salinity. After all the necessary tests are completed, the carcass will be donated to the NB museum where it will be preserved. Photo provided by Eric R Arseneau 72 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Appendix B. Petitcodiac River watershed station listings
Station Name: Anagance River Above Mouth PWMG 2 Description: sampled upstream from bridge located just up from mouth . Westmorland Co, Elgin Pa. Follow road through town, turn onto dirt road where DNRE building is located. Drive past DNRE Site: Water Body: Historical ID: 00BR01BU0092 StationID: 1211 UTM Zone: 20 PID: Latitude: 45.927296 UTM Northing: 5088079 Station Status: Active Longitude: 65.1875 UTM Easting: 330330
Station Name: Anagance River above North River confluence PWMG 50 Description: below bridge just above the confluence with the North River. Riffle. Stn. 2; For fall 1998 benthic study: (1) rubble substrate (2) unshaded (3) water 1-1.5' deep (4) swamp hardwood Site: Water Body: Anagance River; . aka Annagance River Historical ID: 00BR01BU0166 StationID: 8184 UTM Zone: 20 PID: Latitude: 45.930191 UTM Northing: 5088399 Station Status: Inactive Longitude: 65.186711 UTM Easting: 330400
Station Name: Anagance River Above Rte 895 Bridge PWMG 1 Description: upstream from route 895 bridge.,Kings Co, Cardwell Pa Site: Water Body: Historical ID: 00BR01BU0091 StationID: 1210 UTM Zone: 20 PID: Latitude: 45.87363 UTM Northing: 5082269 Station Status: Inactive Longitude: 65.257935 UTM Easting: 324700
Station Name: Bennett Brook below old ford site PWMG 51 Description: 30m downstream from old ford site located approx. 2km off Rte. 885. Riffle. Stn. 11; For fall 1998 benthic study: (1) rubble substrate with silt (2) fast-moving, < 1' deep (3) narrow brook, some shade from marsh, alder Site: Water Body: Historical ID: 00BR01BU0174 StationID: 8192 UTM Zone: 20 PID: Latitude: 45.969255 UTM Northing: 5092799 Station Status: Inactive Longitude: 65.214709 UTM Easting: 328350
Station Name: Bennett Brook near mouth PWMG 45 Description: Approx 15 m U/ S from the mouth. To access site, take sample from North River at bridge near Intervale. Walk downstream along North River to Bennett. Walk u/s approx 15 - 20 m. Site: Water Body: Bennett Brook Historical ID: StationID: 9848 UTM Zone: 20 PID: Latitude: 45.959161 UTM Northing: 5091649 Station Status: Inactive Longitude: 65.201402 UTM Easting: 329350
2000/01/25 Page 1 of 11
73 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Station Listing (continued)
Station Name: Bennett Brook PWMG 6 Description: Upstream from fording site located approx 2km off rte 885, south side of rd,Westmorland Co, Salisbury Pa Site: Water Body: Historical ID: 00BR01BU0093 StationID: 1180 UTM Zone: 20 PID: Latitude: 45.966619 UTM Northing: 5092499 Station Status: Active Longitude: 65.211377 UTM Easting: 328600
Station Name: Fox Creek at route 106 PWMG 31 Description: Upstream from culvert on route 106 south of St. Anselme,Westmorland Co. Moncton Pa. Station 1 Site: Water Body: Historical ID: 00BR01BU0036 StationID: 976 UTM Zone: 20 PID: Latitude: 46.06305 UTM Northing: 5102249 Station Status: Inactive Longitude: 64.705499 UTM Easting: 368025
Station Name: Fox Creek at Pascal St. PWMG 53 Description: Upstream from culvert on Pascal St. ,Westmorland Co. Moncton Pa. Site: Water Body: Historical ID: StationID: UTM Zone: PID: Latitude: UTM Northing: Station Status: active Longitude: UTM Easting:
Station Name: Halls Creek near mouth PWMG 44 Description: D/S from confluence of NBR and WBR. Site is on creek near baseball field and across the field from new Law Building. The banks are muddy but the site can be accessed from some boulders on the bank. Pull off Wheeler Blvd and park between the baseball and soccer fields. Site: Water Body: Halls Creek; Within City of Moncton. aka Hall Creek Historical ID: StationID: 9847 UTM Zone: 20 PID: Latitude: 46.101362 UTM Northing: 5106649 Station Status: Inactive Longitude: 64.789807 UTM Easting: 361600
Station Name: Humphreys Brook @ Mill Rd Bridge PWMG 29 Description: located below spillway under bridge on mill rd below humphreys mills pond.,Westmorland Co, Moncton Pa; For fall 1998 benthic study: (1) substrate mixed large and small rocks (2) lots of debris in brook, including bike frame (3) water about 1' deep, brown, fast moving (4) sewage smell Site: Water Body: Historical ID: 00BR01BU0120 StationID: 888 UTM Zone: 20 PID: Latitude: 46.109351 UTM Northing: 5107499 Station Status: Active Longitude: 64.768068 UTM Easting: 363300
Station Name: Humphreys Brook @ Stn 1 PWMG 54 Description: U/s from lewisville rd, behind metro stn 1997,Westmorland Co. Moncton Pa. Station 1 Site: Water Body: Historical ID: 00BR01BU0034 StationID: 887 UTM Zone: 20 PID: Latitude: 46.101 UTM Northing: 5106578 Station Status: Inactive Longitude: 64.772 UTM Easting: 362975
2000/01/25 Page 2 of 11 74 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Station Listing (continued)
Station Name: Humphreys Brook @ TCH PWMG 30 Description: approx 100m u/s from culvert at TCH xing,Westmorland Co. Moncton Pa. Station 2. Walk past standpipe located beside river. Site: Water Body: Historical ID: 00BR01BU0035 StationID: 886 UTM Zone: 20 PID: Latitude: 46.126641 UTM Northing: 5109379 Station Status: Active Longitude: 64.744028 UTM Easting: 365200
Station Name: Jonathan Creek 7 - Below Horsman Road PWMG 23 Description: approx 15m d/s from culvert under Horsman Road.,Westmorland Co, Moncton Site: Water Body: Historical ID: 00BR01BU0118 StationID: 863 UTM Zone: 20 PID: Latitude: 46.102024 UTM Northing: 5106849 Station Status: Inactive Longitude: 64.860988 UTM Easting: 356100
Station Name: Jonathan Creek 20m above Horsman Road culvert PWMG 55 Description: 20m above culvert under Horsman Road. Riffle. Stn. 10; For fall 1998 benthic study: (1) substrate gravelly with rock outcrops (2) water murky, deep (3) partly shaded Site: Water Body: Jonathan Creek Historical ID: 00BR01BU0173 StationID: 8191 UTM Zone: 20 PID: Latitude: 46.102003 UTM Northing: 5106849 Station Status: Inactive Longitude: 64.862281 UTM Easting: 356000
Station Name: Jonathan Creek Below Wheeler Blvd PWMG 56 Description: approx 100m downstream from culvert passing under wheeler blvd.,Westmorland Co. Site: Water Body: Historical ID: 00BR01BU0096 StationID: 860 UTM Zone: 20 PID: Latitude: 46.092987 UTM Northing: 5105799 Station Status: Inactive Longitude: 64.835459 UTM Easting: 358050
Station Name: Jones Lake PWMG 22 Description: sample taken at culvert outlet across Main Street from Jones Lake.,Westmorland Co, Moncton Pa Site: Water Body: Historical ID: 00BR01BU0097 StationID: 858 UTM Zone: 20 PID: Latitude: 46.08241 UTM Northing: 5104549 Station Status: Inactive Longitude: 64.793074 UTM Easting: 361300
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75 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Station Listing (continued)
Station Name: Little River below Mitton Brook confluence PWMG 57 Description: 200m downstream of confluence of Mitton Brook (below bridge over Little River). Riffle. Stn. 9; For fall 1998 benthic study: (1) substrate ? (2) water fast moving, 1.5-2' deep, murkier and warmer than Prosser (3) shoreline dense alder and willow Site: Water Body: Little River; Flows NW. into Petitcodiac River. aka Coverdale Historical ID: 00BR01BU0172 StationID: 8190 UTM Zone: 20 PID: Latitude: 45.8662 UTM Northing: 5080899 Station Status: Inactive Longitude: 64.994814 UTM Easting: 345100
Station Name: Little River below Prosser Brook PWMG 41 Description: Turn left (north) on 895 after crossing bridge in Parkindale. Turn on road leading to cemetery. Park beside cemetery and follow dirt road to camp with trailer. Sample site is located approx. 25 m D/S from dock in front of camp. Cobble/boulder bottom. Site: Water Body: Historical ID: 00BR01BU0178 StationID: 9846 UTM Zone: 20 PID: Latitude: 45.869572 UTM Northing: 5081249 Station Status: Inactive Longitude: 64.98205 UTM Easting: 346100
Station Name: Little River near mouth PWMG 17 Description: upstream from route 112 bridge, just west of five points.,Albert Co, Coverdale Pa; For fall 1998 benthic study: (1) substrate small stones (2) marsh/hay shore, unshaded Site: Water Body: Historical ID: 00BR01BU0098 StationID: 784 UTM Zone: 20 PID: Latitude: 46.019628 UTM Northing: 5097999 Station Status: Active Longitude: 65.02229 UTM Easting: 343400
Station Name: Memramcook River @ Calhoun PWMG 35 Description: Memramcook river @ calhoun ,Westmorland Co, Dorchester Pa Site: Water Body: Historical ID: NB01BU0008 StationID: 702 UTM Zone: 20 PID: Latitude: 46.067 UTM Northing: 5102475 Station Status: Active Longitude: 64.572 UTM Easting: 378359
Station Name: Memramcook River @ College Bridge PWMG 36 Description: Memramcook river @ college bridge ,Westmorland Co, Dorchester Pa Site: Water Body: Historical ID: 00BR01BU0121 StationID: 701 UTM Zone: PID: Latitude: UTM Northing: Station Status: Inactive Longitude: UTM Easting:
2000/01/25 Page 4 of 11
76 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Station Listing (continued)
Station Name: Mill Creek below Pine Glen highway PWMG 63 Description: 30m below Pine Glen highway. Riffle. Stn. 14; For fall 1998 benthic study: (1) substrate large rocks at riffle (2) deep pools of water either side of culvert under road (3) water very turbid, possible rain the previous night (4) willow, alder, swamp shoreline Site: Water Body: Historical ID: 00BR01BU0177 StationID: 8195 UTM Zone: 20 PID: Latitude: 46.042469 UTM Northing: 5100099 Station Status: Active Longitude: 64.785964 UTM Easting: 361750
Station Name: Mill Creek below reservoir PWMG 20 Description: 70-100m below spillway of reservoir at an old crossing (no bridge structure).,Westmorland Co, Coverdale Pa Site: Water Body: Historical ID: 00BR01BU0099 StationID: 694 UTM Zone: 20 PID: Latitude: 46.060003 UTM Northing: 5101999 Station Status: Inactive Longitude: 64.758088 UTM Easting: 363950
Station Name: North Branch Halls Creek PWMG 28 Description: approx 50m upstream from culvert under TCH. Site: Water Body: Historical ID: 00BR01BU0100 StationID: 565 UTM Zone: 20 PID: Latitude: 46.127839 UTM Northing: 5109619 Station Status: Active Longitude: 64.805939 UTM Easting: 360420
Station Name: North River @ Pacific Junct Rd Bridge PWMG 9 Description: Approx 75m u/s from bridge on Pacific Junct Rd, u/s from garbage thrown on river banks,Westmorland Co, Moncton Pa; Follow path under bridge upstream. Site: Water Body: Historical ID: 00BR01BU0103 StationID: 548 UTM Zone: 20 PID: Latitude: 46.064722 UTM Northing: 5103149 Station Status: Active Longitude: 65.092141 UTM Easting: 338125
Station Name: North River Above Rte 885 Bridge PWMG 5 Description: 30-40m u/s of rte 885 bridge, just west of Intervale; request owner's permission,Westmorland Co, Salisbury Pa Site: Water Body: Historical ID: 00BR01BU0101 StationID: 546 UTM Zone: 20 PID: Latitude: 45.961909 UTM Northing: 5091949 Station Status: Active Longitude: 65.19893 UTM Easting: 329550
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77 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Station Listing (continued)
Station Name: North River above Rte. 880 crossing PWMG 43 Description: 200m upstream from Rte. 880 crossing. Riffle. Stn. 4; For fall 1998 benthic study: (1) rocky substrate with some silt and algae on rocks (2) about 1' deep (3) partial shade from alder, mixed-wood banks Site: Water Body: North River Historical ID: 00BR01BU0168 StationID: 8186 UTM Zone: 20 PID: Latitude: 46.04889 UTM Northing: 5101449 Station Status: Active Longitude: 65.120949 UTM Easting: 335850
Station Name: North River below bridge on Morton Rd PWMG 7 Description: Bridge over North R on Morton Road between Fawcett & Wheaton Settlements. Sample D/S from bridge. Site: Water Body: Historical ID: 00BR01BU0013 StationID: 547 UTM Zone: 20 PID: Latitude: 46.018922 UTM Northing: 5098249 Station Status: Active Longitude: 65.182846 UTM Easting: 330970
Station Name: North River Below Rte 112 Bridge PWMG 8 Description: Downstream from route 112 bridge approx 5 to 10 m (upstream side too muddy),Westmorland Co, Salisbury Pa Site: Water Body: Historical ID: 00BR01BU0102 StationID: 545 UTM Zone: 20 PID: Latitude: 46.064701 UTM Northing: 5103148 Station Status: Inactive Longitude: 65.092786 UTM Easting: 338075
Station Name: North River below Tingley Hill Bridge PWMG 40 Description: 50m downstream from Tingley Hill bridge. Riffle. Stn. 3; For fall 1998 benthic study: (1) mixed substrate, mostly rubble-sized, some much larger (2) unshaded (3) < 1' deep, water clear Site: Water Body: North River Historical ID: 00BR01BU0167 StationID: 8185 UTM Zone: 20 PID: Latitude: 45.939911 UTM Northing: 5089499 Station Status: Inactive Longitude: 65.196124 UTM Easting: 329700
Station Name: Petitcodiac River @ Causeway Fishway PWMG 21 Description: From causeway, new lane, adjacent to fishway from headpond (sample iron used),Albert Co, Coverdale Site: Water Body: Historical ID: 00BR01BU0117 StationID: 469 UTM Zone: PID: Latitude: UTM Northing: Station Status: Inactive Longitude: UTM Easting:
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78 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Station Listing (continued)
Station Name: Petitcodiac River 30m below covered bridge PWMG 66 Description: 30m downstream from covered bridge. Turn right on road (approx. 1km after TCH) off Hwy. 6. Run. Stn. 12; For fall 1998 benthic study: (1) substrate large rocks with abundant algal growth (2) slow water, samplers in "run", all others in "riffles" Site: Water Body: Petitcodiac River; Flows S. into Shepody Bay. aka Petcoudiac Historical ID: 00BR01BU0175 StationID: 8193 UTM Zone: 20 PID: Latitude: 46.000418 UTM Northing: 5095999 Station Status: Inactive Longitude: 65.089391 UTM Easting: 338150
Station Name: Petitcodiac River 50m above Rte. 112 bridge PWMG 67 Description: 50m above Rte. 112 bridge. Riffle. Stn. 13; For fall 1998 benthic study: (1) substrate rocks smaller than those in sampler (2) water < 1' deep (3) marsh shoreline; unshaded Site: Water Body: Petitcodiac River; Flows S. into Shepody Bay. aka Petcoudiac Historical ID: 00BR01BU0176 StationID: 8194 UTM Zone: 20 PID: Latitude: 46.021209 UTM Northing: 5098199 Station Status: Inactive Longitude: 65.034621 UTM Easting: 342450
Station Name: Petitcodiac River Above French Brook PWMG 15 Description: U/s from mouth of french brook on rte 106 (by mail box # 3447, river on east side),Westmorland Co, Salisbury Pa; Approx 1km Site: Water Body: Historical ID: 00BR01BU0106 StationID: 461 UTM Zone: 20 PID: Latitude: 46.011592 UTM Northing: 5097199 Station Status: Active Longitude: 65.068886 UTM Easting: 339770
Station Name: Petitcodiac River Above Rte 905 Bridge PWMG 3 Description: Sampled approx 50 m upstream from bridge on rte 905 in town of Petitcodiac,Westmorland Co. Site: Water Body: Historical ID: 00BR01BU0104 StationID: 460 UTM Zone: 20 PID: Latitude: 45.933077 UTM Northing: 5088699 Station Status: Inactive Longitude: 65.177022 UTM Easting: 331160
Station Name: Petitcodiac River at TCH Bridge PWMG 4 Description: east of Petitcodiac at TCH bridge.1997 - sample adjacent to wsc gauge stn upstream from tributary,Westmorland Co, Sals Pa, Petitcodiac Site: Water Body: Historical ID: NB01BU0003 StationID: 470 UTM Zone: 20 PID: Latitude: 45.946761 UTM Northing: 5090199 Station Status: Inactive Longitude: 65.167365 UTM Easting: 331950
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79 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Station Listing (continued)
Station Name: Petitcodiac River Below Rte 112 Bridge PWMG 16 Description: 100m downstream from bridge on route 112 ,Westmorland Co, Salisbury Pa Site: Water Body: Historical ID: 00BR01BU0107 StationID: 459 UTM Zone: 20 PID: Latitude: 46.022581 UTM Northing: 5098349 Station Status: Active Longitude: 65.03338 UTM Easting: 342550
Station Name: Petitcodiac River near mouth of Pollett R PWMG 10 Description: U/s from mouth of Pollett. Cross covered bridge on Powers Pit rd. Sample u/s from bridge,Westmorland Co., Sals Pa; Stn 3, Site: Water Body: Historical ID: 00BR01BU0010 StationID: 465 UTM Zone: 20 PID: Latitude: 45.996875 UTM Northing: 5095609 Station Status: Active Longitude: 65.091195 UTM Easting: 338000
Station Name: Pollett River @ Church's Corner PWMG 14 Description: At bridge west of Church's Corner(cc) 1997 - approx 30m u/s of bridge,Albert Co., Elgin Pa. Station 4. / For benthic study: 30m upstream from bridge at Church's Corner. Riffle. Stn. 5; (1) substrate mixed with several large rocks above water surface (2) marsh and mixed forest on banks (3) < 1' deep, very clear Site: Water Body: Pollett River; . aka Pollet River Historical ID: 00BR01BU0018 StationID: 442 UTM Zone: 20 PID: Latitude: 45.756879 UTM Northing: 5068919 Station Status: Inactive Longitude: 65.078347 UTM Easting: 338300
Station Name: Pollett River @ Mapleton Bridge PWMG 13 Description: approx 30m u/s from bridge on Mapleton Road., Elgin Pa. Station 3. Site: Water Body: Historical ID: 00BR01BU0017 StationID: 443 UTM Zone: 20 PID: Latitude: 45.812 UTM Northing: 5075099 Station Status: Inactive Longitude: 65.105882 UTM Easting: 336320
Station Name: Pollett River 1km Above Mouth PWMG 11 Description: approx 1km u/s from mouth. Adjacent to stn BU0010 on Petitcodiac,Westmorland Co, Salisbury Pa. Continue down Powers Pitt Road after covered bridge, approx 100metres. Follow clearing to river; For fall 1998 benthic study: (1) substrate small rocks similar size and colour to sampler rocks (2) shallow, very clear (3) mixed- wood Site: Water Body: Historical ID: 00BR01BU0109 StationID: 441 UTM Zone: 20 PID: Latitude: 45.995904 UTM Northing: 5095499 Station Status: Active Longitude: 65.090189 UTM Easting: 338075
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80 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Station Listing (continued)
Station Name: Pollett River 30m above Church's Corner bridge PWMG 14 Description: 30m upstream from bridge at Church's Corner. Riffle. Stn. 5; For fall 1998 benthic study: (1) substrate mixed with several large rocks above water surface (2) marsh and mixed forest on banks (3) < 1' deep, very clear Site: Water Body: Pollett River; . aka Pollet River Historical ID: 00BR01BU0169 StationID: 8187 UTM Zone: 20 PID: Latitude: 45.756699 UTM Northing: 5068899 Station Status: Inactive Longitude: 65.07834 UTM Easting: 338300
Station Name: Pollett River east of Pollett R Settlement PWMG 12 Description: Bridge xing on pollett river located just east of pollett river settlement,Westmorland Co, Sals Pa; Sample approx 30 m u/s from bridge. Site: Water Body: Historical ID: NB01BU0041 StationID: 446 UTM Zone: 20 PID: Latitude: 45.888092 UTM Northing: 5083529 Station Status: Inactive Longitude: 65.094194 UTM Easting: 337450
Station Name: Pollett River near Elgin above Gordon Falls Description: Pollett River near Elgin above Gordon Falls Site: Water Body: Pollett River; . aka Pollet River Historical ID: 00BR01BU0165 StationID: 8998 UTM Zone: 20 PID: Latitude: 45.784301 UTM Northing: 5071999 Station Status: Inactive Longitude: 65.094804 UTM Easting: 337100
Station Name: Prosser Brook above Little River confluence PWMG 69 Description: 30m above the confluence with Little River through woods at bend in ATV trail. Riffle. Stn. 8; For fall 1998 benthic study: (1) substrate rocks about same size as sampler rocks (2) water cold and fast moving (3) samplers in "holes" > 1.5' deep (4) brook mostly shaded with overhanging willow and alder Site: Water Body: Prosser Brook Historical ID: 00BR01BU0171 StationID: 8189 UTM Zone: 20 PID: Latitude: 45.86548 UTM Northing: 5080799 Station Status: Inactive Longitude: 64.984481 UTM Easting: 345900
Station Name: Prosser Brook near mouth PWMG 18 Description: at bridge, on small road leading to house just before mouth, off road from Parkindale to Prosser Brook. Site: Water Body: Historical ID: 00BR01BU0111 StationID: 438 UTM Zone: 20 PID: Latitude: 45.863107 UTM Northing: 5080529 Station Status: Inactive Longitude: 64.981176 UTM Easting: 346150
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81 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Station Listing (continued)
Station Name: Rabbit Brook @ Mapleton Rd PWMG 25 Description: few metres upstream from culvert under Mapleton road.,Westmorland Co, Moncton Pa Site: Water Body: Historical ID: 00BR01BU0116 StationID: 434 UTM Zone: 20 PID: Latitude: 46.112853 UTM Northing: 5107989 Station Status: Inactive Longitude: 64.825766 UTM Easting: 358850
Station Name: Rabbit Brook near Mouth PWMG 24 Description: Near the mouth , approx 10m upstream from culvert under Wheeler blvd.,Westmorland Co, Moncton Pa Site: Water Body: Historical ID: 00BR01BU0105 StationID: 433 UTM Zone: 20 PID: Latitude: 46.111406 UTM Northing: 5107799 Station Status: Inactive Longitude: 64.809219 UTM Easting: 360125
Station Name: Rabbit Brook at Cedar St. PWMG 70 Description: sampled 5 metres u/s from Cedar St. .,Westmorland Co, Moncton Pa Site: Water Body: Historical ID: StationID: UTM Zone: PID: Latitude: UTM Northing: Station Status: Active Longitude: UTM Easting:
Station Name: Turtle Creek @ Bypass Channel PWMG 74 Description: Below pumphouse where bypass channel enters creek,Albert Co, Coverdale Pa Site: Water Body: Historical ID: 00BR01BU0112 StationID: 104 UTM Zone: 20 PID: Latitude: 46.005542 UTM Northing: 5096199 Station Status: Inactive Longitude: 64.899078 UTM Easting: 352900
Station Name: Turtle Creek @ Bypass channel by pumphouse PWMG 19 Description: Station created in 1998. Previous Turtle Creek station could not be accessed for safety reasons. Site manager, Paul Richard must be contacted to unlock the gates. Call 387-8448. Drive down dirt road to pumphouse. Go through gates. Sample channel behind pumphouse. Site: Water Body: Turtle Creek Historical ID: StationID: 8323 UTM Zone: 20 PID: Latitude: 46.004069 UTM Northing: 5096024 Station Status: Inactive Longitude: 64.892957 UTM Easting: 353370
Station Name: Turtle Creek above Rte. 910 bridge PWMG 42 Description: 30m upstream from Rte. 910 bridge crossing. Riffle. Stn. 7; For fall 1998 benthic study: (1) substrate large rocks (2) water knee-deep in places, brown, fast moving Site: Water Body: Turtle Creek Historical ID: 00BR01BU0170 StationID: 8188 UTM Zone: 20 PID: Latitude: 45.959085 UTM Northing: 5090999 Station Status: Inactive Longitude: 64.878132 UTM Easting: 354400
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82 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Station Listing (continued)
Station Name: Weldon Creek D/S from Salem PWMG 32 Description: sampled u/s from covered bridge near Salem settlement.,Albert Co, Hillsborough Pa; For fall 1998 benthic study: (1) substrate rocks larger than in sampler at riffle (2) water clear and fast moving (3) steep banks, Site: Water Body: Historical ID: 00BR01BU0113 StationID: 61 UTM Zone: 20 PID: Latitude: 45.916868 UTM Northing: 5085999 Station Status: Inactive Longitude: 64.700367 UTM Easting: 368075
Station Name: West Branch Halls Creek @ Briardale St PWMG 27 Description: between Briardale and TCH .Access from Briardale st, Park on east end of street and follow (nature ?) path located adjacent to houses to river. Westmorland Co, Moncton Site: Water Body: Historical ID: 00BR01BU0119 StationID: 60 UTM Zone: 20 PID: Latitude: 46.127553 UTM Northing: 5109669 Station Status: Active Longitude: 64.851881 UTM Easting: 356870
Station Name: West Branch Halls Creek @ Meadowvale Rd Description: Near meadowvale road, past new housing area,Westmorland Co, Moncton Pa Site: Water Body: Historical ID: 00BR01BU0115 StationID: 59 UTM Zone: 20 PID: Latitude: 46.124848 UTM Northing: 5109349 Station Status: Inactive Longitude: 64.841048 UTM Easting: 357699
Station Name: West Branch Halls Creek @ Wheeler Blvd PWMG 26 Description: d/s from mouth of rabbit brook on east side of wheeler blvd.,Westmorland Co, Moncton Site: Water Body: Historical ID: 00BR01BU0114 StationID: 58 UTM Zone: 20 PID: Latitude: 46.111013 UTM Northing: 5107749 Station Status: Active Longitude: 64.805648 UTM Easting: 360400 This is the end of the report
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83 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report
Appendix C. General water quality statistics, 1997-2001
Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
Mill Creek PWMG 20 OAluminium (Al) mg/L 0.233 (19) 0.064 0.947 0.2515 1.0794 1997 to 2000 PWMG
èE.coli MPN/100 ml 41.67 (18) 2 270 63.7 1.53 1997 to 2000 PWMG OIron (Fe) mg/L 1.14 (19) 0.57 2.09 0.4 0.35 1997 to 2000 PWMG
XTotal Kjeldahl nitrogen (TKN) mg/L 0.52 (19) 0.34 0.85 0.15 0.3 1997 to 2000 PWMG
XTotal organic carbon (TOC) mg/L 15.53 (19) 9.01 24.4 4.93 0.32 1997 to 2000 PWMG XTurbidity (turb) NTU 5.89 (19) 1.1 22.7 5.63 0.96 1997 to 2000 PWMG PWMG 63 :::Aluminium (Al) mg/L 0.1150 (1) 0.115 0.115 1998 DELG XClarity TCU 100.00 (1) 100 100 1998 DELG
èE.coli MPN/100 ml 111.00 (1) 111 111 1998 DELG OIron (Fe) mg/L 0.46 (1) 0.46 0.46 1998 DELG
XTotal Kjeldahl nitrogen (TKN) mg/L 0.42 (1) 0.42 0.42 1998 DELG
XTotal organic carbon (TOC) mg/L 16.30 (1) 16.3 16.3 1998 DELG
North Branch PWMG 28 XAlkalinity (Alk) mg/L 64.37 (14) 30.9 82.9 13.12 0.2 1997-98-2001 PWMG/DELG
Halls Creek èE.coli MPN/100 ml 136.33 (9) 10 380 156.45 1.15 1997-98-2001 PWMG/DELG PWMG 64 XAlkalinity (Alk) mg/L 83.70 (5) 78.5 88.5 3.84 0.05 2001 PWMG XChloride (Cl) mg/L 82.06 (5) 36.2 250 94.01 1.15 2001 PWMG OIron (Fe) mg/L 0.64 (5) 0.44 0.86 0.18 0.28 2001 PWMG XConductivity (Cond) µSIE/cm 460.4 (5) 292 1040 324.55 0.7 2001 PWMG OE.coli MPN/100 ml 540.00 (5) 30 2000 822.44 1.52 2001 PWMG XManganese (Mn) mg/L 0.68 (5) 0.21 2.07 0.78 1.15 2001 PWMG XSuspended Solids (SS) mg/L 123 (5) 15 470 196 2 2001 PWMG XPhosphorus (TP-L) mg/L 0.0640 (5) 0.017 0.22 0.0875 1.3667 2001 PWMG XTurbidity (turb) NTU 19.28 (5) 2.9 65.2 26.02 1.35 2001 PWMG
Halls Creek PWMG 44 OAluminium (Al) mg/L 0.2090 (2) 0.2 0.218 0.0127 0.0609 1999 PWMG
84 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
XAlkalinity (Alk) mg/L 54.20 (2) 45.2 63.2 12.73 0.23 1999 PWMG :::E.coli MPN/100 ml 405.00 (2) 400 410 7.07 0.02 1999 PWMG OIron (Fe) mg/L 0.60 (2) 0.51 0.68 0.12 0.2 1999 PWMG XManganese (Mn) mg/L 0.36 (2) 0.28 0.44 0.11 0.31 1999 PWMG XPhosphorus (TP-L) mg/L 0.0360 (2) 0.035 0.037 0.0014 0.0393 1999 PWMG XTurbidity (turb) NTU 9.20 (2) 8.2 10.2 1.41 0.15 1999 PWMG
West Branch PWMG 27 XAlkalinity (Alk) mg/L 92.06 (13) 75.7 103 9.06 0.1 1997-98-2001 PWMG Halls Creek XConductivity (Cond) µSIE/cm 473.46 (13) 380 526 48.06 0.1 1997-98-2001 PWMG OE.coli MPN/100 ml 661.48 (9) 120 2419 723.66 1.09 1997-98-2001 PWMG XFecal coliforms (FC-MF) CFU/100ml 360 (4) 90 750 278.21 0.77 1997-98-2001 PWMG :::Iron (Fe) mg/L 0.32 (13) 0.2 0.5 0.12 0.36 1997-98-2001 PWMG XManganese (Mn) mg/L 0.12 (13) 0.08 0.19 0.03 0.28 1997-98-2001 PWMG
XTotal dissolved solid (TDS) mg/L 258.62 (5) 245.69 274.41 10.66 0.04 1997-98-2001 PWMG XTN mg/L 1.68 (5) 1.17 1.91 0.29 0.18 1997-98-2001 PWMG PWMG 26 OAluminium (Al) mg/L 0.1721 (22) 0.034 0.89 0.19 1.104 1997 to 2001 PWMG XAlkalinity (Alk) mg/L 83.17 (22) 38.5 104 15.62 0.19 1997 to 2001 PWMG XClarity TCU 86.82 (22) 10 400 112.82 1.3 1997 to 2001 PWMG XConductivity (Cond) µSIE/cm 442.32 (22) 199 561 84.42 0.19 1997 to 2001 PWMG OE.coli MPN/100 ml 2270.95 (22) 80 24190 5361.52 2.36 1997 to 2001 PWMG XFecal coliforms (FC-MF) CFU/100ml 495,85 (11) 40 1815 470.61 0.95 1997 to 2001 PWMG OIron (Fe) mg/L 0.56 (22) 0.21 2.32 0.43 0.78 1997 to 2001 PWMG XManganese (Mn) mg/L 0.15 (22) 0.08 0.25 0.04 0.3 1997 to 2001 PWMG
XTotal Coliforms (TC-MPN) MPN/100ml 4317 (11) 1842 12439 3314 1 1997 to 2001 PWMG
XTotal dissolved solid (TDS) mg/L 220.95 (11) 110.3 281.81 49.42 0.22 1997 to 2001 PWMG
XTotal Kjeldahl nitrogen (TKN) mg/L 0.41 (17) 0.2 0.92 0.16 0.4 1997 to 2001 PWMG
85 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
XTN mg/L 1.12 (5) 0.62 1.38 0.3 0.27 1997 to 2001 PWMG XPhosphorus (TP-L) mg/L 0.0367 (22) 0.013 0.15 0.0298 0.8134 1997 to 2001 PWMG XTurbidity (turb) NTU 21.05 (22) 2.1 162 37.2 1.77 1997 to 2001 PWMG
North River PWMG 9 XAlkalinity (Alk) mg/L 63.89 (30) 18.5 91.7 24.87 0.39 1997 to 2001 PWMG
èE.coli MPN/100 ml 188.52 (25) 1 2419 477.15 2.53 1997 to 2001 PWMG
XSulfur (SO4) mg/L 65.63 (30) 9.8 133 30.5 0.46 1997 to 2001 PWMG
XTotal dissolved solid (TDS) mg/L 197.54 (13) 68.38 301.02 67.38 0.34 1997 to 2001 PWMG PWMG 43 XAlkalinity (Alk) mg/L 61.32 (15) 28.1 90.4 19.81 0.32 1998 to 2001 PWMG XChloride (Cl) mg/L 81.29 (15) 24.5 143 37.95 0.47 1998 to 2001 PWMG XConductivity (Cond) µSIE/cm 725.07 (15) 253 1210 30.5 0.46 1998 to 2001 PWMG
èE.coli MPN/100 ml 116.93 (15) 10 550 147.37 1.26 1998 to 2001 PWMG XSulfur(SO4) mg/L 170.99 (15) 45.7 306 82.37 0.48 1998 to 2001 PWMG
XTotal dissolved solid (TDS) mg/L 446.16 (13) 135.2 749.69 205.85 0.46 1998 to 2001 PWMG
XTotal organic carbon (TOC) mg/L 9.45 (15) 4.23 17.1 4.61 0.49 1998 to 2001 PWMG PWMG 5 OAluminium (Al) mg/L 0.1390 (23) 0.0058 1.75 0.3637 2.617 1997 to 2001 PWMG XAlkalinity (Alk) mg/L 58.41 (23) 28.4 86.6 20.23 0.35 1997 to 2001 PWMG XClarity TCU 48.70 (23) 10 200 41.13 0.84 1997 to 2001 PWMG XConductivity (Cond) µSIE/cm 604.65 (23) 223 1180 296.06 0.49 1997 to 2001 PWMG :::E.coli MPN/100 ml 375.98 (22) 3 2419 776.77 2.07 1997 to 2001 PWMG XSodium (Na) mg/L 52.93 (23) 11.6 109 29.89 0.56 1997 to 2001 PWMG
XSulfur (SO4) mg/L 131.50 (23) 42.9 260 71.42 0.54 1997 to 2001 PWMG
XTotal dissolved solid (TDS) mg/L 379.21 (13) 128.03 703.63 203.88 0.54 1997 to 2001 PWMG
XTotal Kjeldahl nitrogen (TKN) mg/L 0.45 (18) 0.2 1.63 0.32 0.71 1997 to 2001 PWMG
XTotal organic carbon (TOC) mg/L 10.07 (23) 4.74 18.9 4.35 0.43 1997 to 2001 PWMG
86 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
PWMG 7 XAlkalinity (Alk) mg/L 53.91 (25) 24.2 86.1 19.31 0.36 1997 to 2001 PWMG XChloride (Cl) mg/L 93.86 (25) 3.13 268 66.87 0.71 1997 to 2001 PWMG XClarity TCU 51.40 (25) 10 150 32.96 0.64 1997 to 2001 PWMG XConductivity (Cond) µSIE/cm 683.58 (24) 275 1330 346.13 0.51 1997 to 2001 PWMG :::E.coli MPN/100 ml 213.21 (24) 8 2000 426.01 2 1997 to 2001 PWMG XSodium (Na) mg/L 73.25 (25) 22.9 204 47.77 0.65 1997 to 2001 PWMG XSulfur (SO4) mg/L 149.91 (25) 3 334 89.63 0.6 1997 to 2001 PWMG
XTotal dissolved solid (TDS) mg/L 483.46 (14) 149.71 1001.58 268.68 0.56 1997 to 2001 PWMG
XTotal Kjeldahl nitrogen (TKN) mg/L 0.40 (20) 0.25 0.73 0.12 0.29 1997 to 2001 PWMG
XTotal organic carbon (TOC) mg/L 11.24 (25) 5.72 22.2 4.41 0.39 1997 to 2001 PWMG PWMG 8 XAlkalinity (Alk) mg/L 46,98 (9) 22.2 82.6 21.29 0.45 1997-98 PWMG XConductivity (Cond) µSIE/cm 178,56 (9) 120 1040 295.63 0.62 1997-98 PWMG :::E.coli MPN/100 ml 451 (4) 108 921 344.76 0.76 1997-98 PWMG
XSulfur (SO4) mg/L 112,84 (9) 18.3 245 72.9 0.65 1997-98 PWMG
XTotal organic carbon (TOC) mg/L 11,02 (9) 5.2 19.8 5.02 0.46 1997-98 PWMG PWMG 40 XAlkalinity (Alk) mg/L 61,51 (10) 38.4 80.9 14.58 0.24 1998-99-2000 PWMG/DELG XChloride (Cl) mg/L 150,06 (10) 55.4 231 73.05 0.49 1998-99-2000 PWMG/DELG XConductivity (Cond) µSIE/cm 887,99 (10) 44.9 1360 456.35 0.51 1998-99-2000 PWMG/DELG :::E.coli MPN/100 ml 316,89 (9) 10 2250 727.22 2.29 1998-99-2000 PWMG/DELG
XSulfur (SO4) mg/L 163,16 (10) 77.6 234 65.17 0.4 1998-99-2000 PWMG/DELG
XTotal dissolved solid (TDS) mg/L 523,8 (9) 236.14 763.63 233.12 0.45 1998-99-2000 PWMG/DELG
XTotal organic carbon (TOC) mg/L 9,11 (10) 4.12 14.8 3.81 0.42 1998-99-2000 PWMG/DELG
Main Stem PWMG 65 OAluminium (Al) mg/L 0,242 (3) 0.01 0.507 0.2501 1.0336 2000-01 PWMG/DELG XConductivity (Cond) µSIE/cm 428,37 (3) 65.1 1010 508.89 1.19 2000-01 PWMG/DELG
87 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
èE.coli MPN/100 ml 50 (2) 40 60 14.14 0.28 2000-01 PWMG/DELG :::Iron (Fe) mg/L 0,43 (3) 0.11 0.77 0.33 0.78 2000-01 PWMG/DELG
XSulfur (SO4) mg/L 55,47 (3) 6.7 133 67.89 1.22 2000-01 PWMG/DELG
XTotal Kjeldahl nitrogen (TKN) mg/L 0,52 (2) 0.38 0.66 0.2 0.38 2000-01 PWMG/DELG XPhosphorus (TP-L) mg/L 0.0433 (3) 0.01 0.066 0.0295 0.6804 2000-01 PWMG/DELG XTurbidity (turb) NTU 9.93 (3) 0.6 15.2 8.11 0.82 2000-01 PWMG/DELG PWMG 4 :::Aluminium (Al) mg/L 0.1192 (28) 0.001 0.467 0.1282 1.0757 1997 to 2001 PWMG/DELG XChloride (Cl) mg/L 74.90 (28) 23.9 170 41.85 0.56 1997 to 2001 PWMG/DELG XClarity TCU 47.86 (28) 10 150 26.92 0.56 1997 to 2001 PWMG/DELG XConductivity (Cond) µSIE/cm 496.36 (28) 186 1010 222.11 0.45 1997 to 2001 PWMG :::E.coli MPN/100 ml 454.33 (25) 10 2419 659.24 1.45 1997 to 2001 PWMG XFecal coliforms (FC-MF) CFU/100ml 264,8 (10) 15 1280 394.83 1.49 1997 to 2001 PWMG :::Iron (Fe) mg/L 0.36 (28) 0.13 1.87 0.32 0.88 1997 to 2001 PWMG XSodium (Na) mg/L 54.17 (28) 15.4 125 29.94 0.55 1997 to 2001 PWMG
XSulfur (SO4) mg/L 78.35 (28) 29.8 139 34.03 0.43 1997 to 2001 PWMG
XTotal Coliforms (TC-MPN) MPN/100 ml 3938 (10) 494 14140 4881 1 1997 to 2001 PWMG
XTotal dissolved solid (TDS) mg/L 268.85 (17) 106.1 457.86 109.86 0.41 1997 to 2001 PWMG
XTotal Kjeldahl nitrogen (TKN) mg/L 0.42 (28) 0.22 0.7 0.13 0.31 1997 to 2001 PWMG
XTotal organic carbon (TOC) mg/L 8.39 (28) 3.6 12.4 2.66 0.32 1997 to 2001 PWMG PWMG 66 XAlkalinity (Alk) mg/L 56.10 (2) 51.1 62.1 8.49 0.15 1998-99 DELG XChloride (Cl) mg/L 121 (2) 116 126 7.07 0.06 1998-99 DELG XConductivity (Cond) µSIE/cm 743.50 (2) 719 768 34.65 0.05 1998-99 DELG
èE.coli MPN/100 ml 23 (3) 10 30 11.27 0.49 1998-99 DELG XSodium (Na) mg/L 86.40 (2) 83.9 88.9 3.54 0.04 1998-99 DELG
XSulfur (SO4) mg/L 110.80 (2) 95.6 126 21.5 0.19 1998-99 DELG XTotal dissolved solid (TDS) mg/L 380.69 (1) 380.69 380.69 1998-99 DELG
88 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
PWMG 67 XCalcium (Ca) mg/L 31.10 (1) 31.1 31.1 1998 DELG
èE.coli MPN/100 ml 44 (1) 44 44 1998 DELG
XSulfur (SO4) mg/L 59.80 (1) 59.8 59.8 1998 DELG XZinc (Zn) µg/L 72.00 (1) 72 72 1998 DELG
PWMG 15 èE-coli MPN/100 ml 182.82 (22) 10 1540 324.1 1.77 1997 to 2001 PWMG XSb µg/L 3.08 (22) 1 46.7 9.74 3.17 1997 to 2001 PWMG
XSulfur (SO4) mg/L 50.71 (22) 21.4 90.6 19.6 0.39 1997 to 2001 PWMG PWMG 3 XAlkalinity (Alk) mg/L 47.98 (9) 28 63.4 12.9 0.27 1997-98 PWMG XChloride (Cl) mg/L 76.54 (9) 4.77 159 50.56 0.66 1997-98 PWMG XConductivity (Cond) µSIE/cm 596 254 969 253.15 0.42 1997-98 PWMG OE.coli MPN/100ml 2253 50 8145 3940.22 1.75 1997-98 PWMG XFecal coliforms (FC-MF) CFU/100ml 836,25 (4) 15 3000 1447.28 1.73 1997-98 PWMG :::Iron (Fe) mg/L 0.31 (9) 0.19 0.56 0.13 0.4 1997-98 PWMG XSodium (Na) mg/L 66.08 (9) 22.5 120 34.18 0.52 1997-98 PWMG
XSulfur (SO4) mg/L 97.93 (9) 41.3 137 35.36 0.36 1997-98 PWMG
XTotal Coliforms (TC-MPN) MPN/100ml 4000 (4) 500 12439 5693 1 1997-98 PWMG
XTotal Kjeldahl nitrogen (TKN) mg/L 0.39 (9) 0.2 0.68 0.18 0.45 1997-98 PWMG
XTotal organic carbon (TOC) mg/L 7.91 (9) 4.6 12.1 3.03 0.38 1997-98 PWMG
PWMG 16 èE.coli MPN/100 ml 98.54 (25) 10 412.5 102.6 1.04 1997 to 2001 PWMG PWMG 10 XAlkalinity (Alk) mg/L 46.64 (24) 24.2 67.7 12.41 0.27 1997 to 2001 PWMG XChloride (Cl) mg/L 90.53 (24) 26.3 174 45.61 0.5 1997 to 2001 PWMG XConductivity (Cond) µSIE/cm 579.88 (24) 132 1030 250.76 0.43 1997 to 2001 PWMG
èE.coli MPN/100 ml 105.88 (24) 5 461 135.85 1.28 1997 to 2001 PWMG XSodium (Na) mg/L 64.11 (24) 20.3 126 31.15 0.49 1997 to 2001 PWMG
XSulfur (SO4) mg/L 89.12 (24) 33.5 160 35.71 0.4 1997 to 2001 PWMG
XTotal dissolved solid (TDS) mg/L 342.42 (13) 116.8 547.45 143.52 0.42 1997 to 2001 PWMG
89 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued)
Sampling Mean Min. Max. Year
Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
XTotal organic carbon (TOC) mg/L 7.8 (24) 4.21 12.8 2.95 0.38 1997 to 2001 PWMG
Pollett river PWMG 14 èE.coli MPN/100 ml 18.55 (19) 1 147.5 33.65 1.81 1997 to 2000 PWMG
PWMG 13 èE.coli MPN/100 ml 63.25 (4) 12 203 93.35 1.48 1997-98 PWMG
PWMG 11 èE.coli MPN/100 ml 83.02 (24) 4 579 142.64 1.72 1997 to 2001 PWMG
PWMG 12 èE.coli MPN/100 ml 121.50 (14) 2 816 240.55 1.98 1997 to 2000 PWMG
PWMG 68 èE.coli MPN/100 ml 54.67 (3) 4 120 59.37 1.09 1998-99 DELG
Prosser brook PWMG 69 èE.coli MPN/100 ml 31 (1) 31 31 1998 DELG
PWMG 18 èE.coli MPN/100 ml 51.38 (4) 9 168 77.8 1.51 1997-98 DELG
Little river PWMG 57 èE.coli MPN/100 ml 13 (1) 13 13 1998 DELG PWMG 41 :::E.coli MPN/100 ml 255.60 (8) 30 940 288.49 1.13 1999-00 PWMG PWMG 17 :::E.coli MPN/100 ml 323.24 (25) 2 2419 704.7 2.18 1997 to 2001 PWMG
Rabbit brook PWMG 70 XAlkalinity (Alk) mg/L 124.43 (7) 116 145 10.41 0.08 1997-2001 PWMG XChloride (Cl) mg/L 148.14 (7) 130 173 15.61 0.11 1997-2001 PWMG XConductivity (Cond) µSIE/cm 770.43 (7) 695 847 63.55 0.08 1997-2001 PWMG OE.coli MPN/100 ml 541.67 (6) 30 1650 606.41 1.12 1997-2001 PWMG OIron (Fe) mg/L 0.34 (7) 0.2 0.44 0.1 0.3 1997-2001 PWMG XSodium (Na) mg/L 76.58 (7) 64.8 84.7 8.54 0.11 1997-2001 PWMG
XTotal dissolved solid (TDS) mg/L 384.24 (6) 346.72 430.44 32.11 0.08 1997-2001 PWMG XTN mg/L 0.60 (6) 0.31 0.93 0.25 0.41 1997-2001 PWMG PWMG 25 XAlkalinity (Alk) mg/L 120.49 (11) 83.3 145 21.95 0.18 1997-2001 PWMG XChloride (Cl) mg/L 137.55 (11) 82.8 171 29.85 0.22 1997-2001 PWMG XConductivity (Cond) µSIE/cm 714.82 (11) 469 840 132.51 0.19 1997-98 PWMG OCopper (Cu) µg/L 5.04 (11) 2.4 8.96 2.23 0.44 1997-98 PWMG OE.coli MPN/100 ml 3144.33 (4) 500 6745 2616.41 0.83 1997-98 PWMG XFecal coliforms (FC-MF) CFU/100ml 1363,33 (4) 800 1960 552.05 0.4 1997-98 PWMG
90 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
OIron (Fe) mg/L 0.40 (11) 0.21 0.67 0.17 0.41 1997-98 PWMG XPhosphorus (TP-L) mg/L 0.0379 (11) 0.021 0.07 0.0155 0.4094 1997-98 PWMG
XTotal Coliforms (TC-MPN) MPN/100ml 13851 (4) 2419 24190 9053 1 1997-98 PWMG XTurbidity (turb) NTU 4.85 (11) 1.4 20.5 5.96 1.23 1997-98 PWMG PWMG 24 OAluminium (Al) mg/L 0.2160 (15) 0.0369 0.687 0.2102 0.9728 1997 to 2000 PWMG XAlkalinity (Alk) mg/L 92.48 (16) 36.5 138 29.16 0.32 1997 to 2000 PWMG XChloride (Cl) mg/L 97.51 (16) 25.6 154 40.57 0.42 1997 to 2000 PWMG XConductivity (Cond) µSIE/cm 498.09 (16) 26.4 815 226.55 0.45 1997 to 2000 PWMG OCopper (Cu) µg/L 4.91 (16) 1.2 6.8 1.69 0.34 1997 to 2000 PWMG OE.coli MPN/100 ml 5473.38 (16) 410 24190 6849.05 1.25 1997 to 2000 PWMG XFecal coliforms (FC-MF) CFU/100ml 1935,07 (9) 152 7250 2184.17 1.13 1997 to 2000 PWMG OIron (Fe) mg/L 0.93 (16) 0.49 1.74 0.3 0.32 1997 to 2000 PWMG XManganese (Mn) mg/L 0.20 (16) 0.05 0.49 0.12 0.59 1997 to 2000 PWMG
XTotal Coliforms (TC-MPN) MPN/100ml 16028 (9) 2419 36550 9743 1 1997 to 2000 PWMG
XTotal Kjeldahl nitrogen (TKN) mg/L 0.71 (16) 0.32 1.98 0.46 0.65 1997 to 2000 PWMG XPhosphorus (TP-L) mg/L 0.0748 (16) 0.032 0.15 0.0305 0.4084 1997 to 2000 PWMG XTurbidity (turb) NTU 17.59 (16) 1.8 84.1 23.1 1.31 1997 to 2000 PWMG
Anagance River PWMG 002 * XCadmium (Cd) µg/L 0,12 (24) 0.1 0.5 0.08 0.7 1999 to 2001 PWMG
èE.Coli MPN/100ml 199,11(23) 10 2000 407.12 2.04 1999 to 2001 PWMG OIron (Fe) mg/L 0,67 (24) 0.35 1.6 0.27 0.4 1999 to 2001 PWMG PWMG 050 ~ * :::Cadmium (Cd) µg/L 0,1 (3) 0.1 0.1N.D. N.D. 1998-1999 DELG ~ èE.Coli MPN/100ml 110,33 (3) 31 150 68.7 0.62 1998-1999 DELG ~ OIron (Fe) mg/L 0,90 (3) 0.59 1.3 0.37 0.41 1998-1999 DELG PWMG 001 * :::Cadmium (Cd) µg/L 0,1 (20) 0.1 0.1N.D. N.D. 1997 to 2000 PWMG
èE.Coli MPN/100ml 96,11 (19) 14 620 135.49 1.41 1997 to 2000 PWMG XManganese(Mn) mg/L 5,83 (20) 0.02 1.46 0.31 1.5 1997 to 2000 PWMG
91 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report
(Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
XTotal Kjeldahl nitrogen (TKN) mg/L 0,47 (20) 0.3 0.86 0.13 0.28 1997 to 2000 PWMG XTotal organic carbon (TOC) mg/L 11,07 (20) 6.8 17.06 3.11 0.28 1997 to 2000 PWMG
Fox Creek PWMG 053 XAlkalinity (Alk) mg/L 116,36 (5) 91.9 143 21.38 0.18 2001 PWMG * :::Cadmium (Cd) µg/L 0,1 (5) 0.1 0.1 0 0 2001 PWMG XChloride (Cl) mg/L 123,8 (5) 91.9 192 42.15 0.34 2001 PWMG XConductivity (Cond) µSIE/cm 690,6 (5) 547919, 00 159.59 0.23 2001 PWMG XChromium (Cr) µg/L 5,00 (5) 3.6 6.1 0.91 0.18 2001 PWMG OE.Coli MPN/100ml 428,00 (5) 40 800 363 0.85 2001 PWMG XTotal dissolved solid (TDS) mg/L 353,16 (5) 270.5 477.53 84.15 0.24 2001 PWMG XTurbidity (turb) NTU 7,88 (5) 0.9 22.2 8.97 1.14 2001 PWMG PWMG 031 XAlkalinity (Alk) mg/L 53,88 (17) 13.4 102 30.76 0.57 1997 to 2000 PWMG OAluminium (Al) mg/L 0,4234 (17) 0.009 1.09 0.3366 0.7946 1997 to 2000 PWMG XConductivity (Cond) µSIE/cm 230 (1) 230 230 0 0 1997 to 2000 DELG XChromium (Cr) µg/L 3,39 (17) 0.8 11.4 2.57 0.76 1997 to 2000 PWMG OCopper (Cu) µg/L 3,91 (17) 0.5 19.6 4.37 1.12 1997 to 2000 PWMG OE.Coli MPN/100ml 1436,59 (17) 38 8160 2327.01 1.62 1997 to 2000 PWMG OIron (Fe) mg/L 1,15 (17) 0.52 2.1 0.47 0.41 1997 to 2000 PWMG XManganese(Mn) mg/L 0,24 (17) 0.08 0.45 0.12 0.51 1997 to 2000 PWMG XTotal Coliforms (TC-MPN) MPN/100ml 5622 (9) 1470 24190 7257 1 1997 to 2000 PWMG XTurbidity (Turb) NTU 16,78 (17) 2.1 48.8 16.48 0.98 1997 to 2000 PWMG
Humphreys Brook PWMG 029 OAluminium (Al) mg/L 0,1779 (23) 0.005 0.901 0.2241 1.2595 1997 to 2001 PWMG XAlkalinity (Alk) mg/L 51,41 (23) 23.5 102 20.93 0.41 1997 to 2001 PWMG X (CLRA) TCU 95 (23) 5 500 117.05 1.23 1997 to 2001 PWMG XConductivity (Cond) µSIE/cm 220 (1) 220 220 0 0 1997 to 2001 DELG XChromium (Cr) µg/L 2,53 (23) 0.5 8.3 1.79 0.7 1997 to 2001 PWMG OCopper (Cu) µg/L 2,07 (23) 0.5 5.3 1.35 0.65 1997 to 2001 PWMG XDissolved oxygen (DO) mg/L 10,27 (12) 7.22 19 3.12 0.3 1997 to 2001 PWMG
92 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
OE.Coli MPN/100ml 656,14 (23) 2 2419 689.84 1.05 1997 to 2001 PWMG XFecal coliforms (FC-MF) CFU/100ml 263,38 (8) 2 635 252.32 0.96 1997 to 2001 PWMG OIron (Fe) mg/L 0,65 (23) 0.05 2.16 0.47 0.71 1997 to 2001 PWMG XManganese (Mn) mg/L 0,22 (23) 0.01 0.75 0.19 0.85 1997 to 2001 PWMG XTotal Coliforms (TC-MPN) MPN/100ml 5446 (9) 950 13,469 5264 1 1997 to 2001 PWMG XTotal Kjeldahl nitrogen (TKN) mg/L 0,55 (18) 0.2 0.94 0.15 0.27 1997 to 2001 PWMG XTotal organic carbon (TOC) mg/L 11,16 (23) 1.88 23.8 4.28 0.38 1997 to 2001 PWMG XPhophorus (TP-L) mg/L 0,0367 (23) 0.005 0.12 0.0277 0.7545 1997 to 2001 PWMG XTurbidity (Turb) NTU 11,96 (23) 0.3 94.5 21.11 1.76 1997 to 2001 PWMG PWMG 054 OAluminium (Al) mg/L 3,4 (1) 3.4 3.4 0 0 1997 DELG XArsenic (As) µg/L 5,1 (1) 5.1 5.1 0 0 1997 DELG * OCadmium (Cd) µg/L 1 (1) 1 1 0 0 1997 DELG XChromium (Cr) µg/L 10 (1) 10 10 0 0 1997 DELG OIron (Fe) mg/L 7,92 (1) 7.92 7.92 0 0 1997 DELG XAmmonia (NHçT) mg/L 1,58 (1) 1.58 1.58 0 0 1997 DELG ONickel (Ni) µg/L 100 (1) 100 100 0 0 1997 DELG OLead (Pb) µg/L 16 (1) 16 16 0 0 1997 DELG XSuspended solids (SS) mg/L 454 (1) 454 454 0 0 1997 DELG XTotal Kjeldahl nitrogen (TKN) mg/L 1,8 (1) 1.8 1.8 0 0 1997 DELG XTotal organic carbon (TOC) mg/L 13,6 (1) 13.6 13.6 0 0 1997 DELG XPhophorus (TP-L) mg/L 0,43 (1) 0.43 0.43 0 0 1997 DELG XTurbidity (Turb) NTU 50,40 (1) 50.4 50.4 0 0 1997 DELG OZinc (Zn) µg/L 100 (1) 100 100 0 0 1997 DELG PWMG 030 :::Aluminium (Al) mg/L 0,0663 (14) 0.018 0.144 0.0442 0.6669 1997-98-2001 PWMG XAlkalinity (Alk) mg/L 56,16 (14) 23.2 115 24.91 0.44 1997-98-2001 PWMG XChromium (Cr) µg/L 2,36 (14) 0.5 5.6 1.32 0.56 1997-98-2001 PWMG :::E.Coli MPN/100ml 266,57 (9) 10 776.5 265.99 1 1997-98-2001 PWMG
93 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
:::Iron (Fe) mg/L 0,43 (14) 0.07 1.22 0.37 0.86 1997-98-2001 PWMG XManganese(Mn) mg/L 0,17 (14) 0.06 0.47 0.13 0.81 1997-98-2001 PWMG XLead (Pb) µg/L 1,16 (14) 1 2.8 0.48 0.41 1997-98-2001 PWMG XTotal Kjeldahl nitrogen (TKN) mg/L 0,55 (9) 0.42 0.66 0.09 0.15 1997-98-2001 PWMG XTotal organic carbon (TOC) mg/L 11,5 (14) 4.34 18.5 4.1 0.36 1997-98-2001 PWMG XPhophorus (TP-L) mg/L 0,0239 (14) 0.01 0.045 0.0117 0.488 1997-98-2001 PWMG
Jonathan creek PWMG 055 XAlkalinity (Alk) mg/L 87,9 (1) 87.9 87.9 0 0 1998 DELG XCalcium (Ca) mg/L 41,20 (1) 41.2 41.2 0 0 1998 DELG XChloride (Cl) mg/L 101 (1) 101 101 0 0 1998 DELG XConductivity (Cond) µSIE/cm 506 (1) 506 506 0 0 1998 DELG XChromium (Cr) µg/L 3,5 (1) 3.5 3.5 0 0 1998 DELG XDissolved oxygen (DO) mg/L 12,03 (1) 12.03 12.03 0 0 1998 DELG
èE.Coli MPN/100ml 60 (1) 60 60 0 0 1998 DELG XPotassium (K) mg/L 1,52 (1) 1.52 1.52 0 0 1998 DELG PWMG 023 XAlkalinity (Alk) mg/L 63,56 (24) 24.9 92.2 21.52 0.34 1997 to 2001 PWMG * :::Cadmium (Cd) µg/L 0,1 (24) 0.1 0.1 0 0 1997 to 2001 PWMG XChromium (Cr) µg/L 2,48 (24) 0.5 4.8 1.22 0.49 1997 to 2001 PWMG OE.Coli MPN/100ml 666,13 (19) 10 2419 712.21 1.07 1997 to 2001 PWMG XFecal coliforms (FC-MF) CFU/100ml 894,67 (6) 228 1560 546.15 0.61 1997 to 2001 PWMG PWMG 56 OIron (Fe) mg/L 0,69 (1) 0.69 0.69 0 0 1997 DELG XManganese (Mn) mg/L 0,22 (1) 0.22 0.22 0 0 1997 DELG Jones Lake PWMG 022 OAluminium (Al) mg/L 0,7261(16) 0.031 5.1 1.41 1.9419 1997 to 2000 PWMG XAlkalinity (Alk) mg/L 53,48 (16) 29.8 72.4 13.14 0.25 1997 to 2000 PWMG * OCadmium (Cd) µg/L 0.16 (16) 0.1 1 0.23 1.44 1997 to 2000 PWMG OCopper (Cu) µg/L 4,33 (16) 2 12 2.41 0.56 1997 to 2000 PWMG OE.Coli MPN/100ml 1754,69 (16) 10 24190 5985.72 3.41 1997 to 2000 PWMG XFecal coliforms (FC-MF) CFU/100ml 539,7 (9) 130 2140 667.1 1.24 1997 to 2000 PWMG
94 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
OIron (Fe) mg/L 1,7 (16) 0.18 11.9 2.84 1.67 1997 to 2000 PWMG XManganese(Mn) mg/L 0,28 (16) 0.08 0.83 0.21 0.75 1997 to 2000 PWMG OLead (Pb) µg/L 3,98 (16) 1 22 5.38 1.35 1997 to 2000 PWMG XSuspended solids (SS) mg/L 110 (16) 15 800 209 2 1997 to 2000 PWMG XTotal Coliforms (TC-MPN) MPN/100ml 8011 (9) 1149 24190 7761 1 1997 to 2000 PWMG XTotal Kjeldahl nitrogen (TKN) mg/L 0,85 (16) 0.41 2.41 0.48 0.57 1997 to 2000 PWMG XTotal organic carbon (TOC) mg/L 10,26 (16) 7.1 18 2.71 0.26 1997 to 2000 PWMG XPhophorus (TP-L) mg/L 0,0991 (16) 0.012 0.59 0.1443 1.4552 1997 to 2000 PWMG XTurbidity (Turb) NTU 26,43 (16) 3.7 172 43.69 1.65 1997 to 2000 PWMG XZinc (Zn) µg/L 22,76 (16) 5 100 22.85 1 1997 to 2000 PWMG
Weldon creek PWMG 032 * :::Cadmium (Cd) µg/L 0,1 (19) 0.1 0.1 0 0 1997 to 2000 PWMG
èE.Coli MPN/100ml 129,34 (19) 3 797 205.7 1.59 1997 to 2000 PWMG
XSulfur (SO4) mg/L 47,54 (19) 1.27 115 32.77 0.69 1997 to 2000 PWMG
Turtle creek PWMG 074 * :::Cadmium (Cd) µg/L 0,1 (7) 0.1 0.1 0 0 1997 PWMG OIron (Fe) mg/L 1,01 (7) 0.16 1.95 0.82 0.82 1997 PWMG XManganese (Mn) mg/L 1,15 (7) 0.05 2.32 1.1 0.96 1997 PWMG PWMG 019 * :::Cadmium (Cd) µg/L 0,1 (4) 0.1 0.1 0 0 1998 PWMG
èE.Coli MPN/100ml 1 (2) 1 1 0 0 1998 PWMG OIron (Fe) mg/L 0,61 (4) 0.16 1.32 0.51 0.83 1998 PWMG XManganese (Mn) mg/L 0,63 (4) 0.12 1.17 0.57 0.91 1998 PWMG PWMG 042 * :::Cadmium (Cd) µg/L 0,1 (3) 0.1 0.1 0 0 1998-1999 PWMG
èE.Coli MPN/100ml 24 (3) 12 40 14.42 0.6 1998-1999 PWMG
Bennett Brook PWMG 006 OAluminium (Al) mg/L 0,1318 (21) 0.023 1.26 0.2803 2.1275 1997 to 2001 PWMG XAlkalinity (Alk) mg/L 66,48 (21) 22 93.6 21.13 0.32 1997 to 2001 PWMG * :::Cadmium (Cd) mg/L 0,1 (21) 0.1 0.1 0 0 1997 to 2001 PWMG XConductivity (Cond) µSIE/cm 1750,1 (21) 527 3250 919.91 0.53 1997 to 2001 PWMG XChromium (Cr) µg/L 3,31 (21) 0.5 8.1 1.98 0.6 1997 to 2001 PWMG
95 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report (Continued) Sampling Mean Min. Max. Year Water Body Site Parameter Unit Value (N) Value Value SDV CV Sampled Sampled by
:::E.Coli MPN/100ml 415,58 (20) 10 2419 669.12 1.61 1997 to 2001 PWMG XSodium (Na) mg/L 272,76 (21) 51.8 478 158.95 0.58 1997 to 2001 PWMG X Antimony (Sb) µg/L 1,43 (21) 1 10 1.96 1.37 1997 to 2001 PWMG XSulfur (SO4) mg/L 197,85 (21) 57.5 370 97.02 0.49 1997 to 2001 PWMG XTotal Coliforms (TC-MPN) MPN/100ml 3267 (9) 650 17,330 5288 2 1997 to 2001 PWMG XTotal dissolved solids (TDS) mg/L 1036,51 (12) 283.8 1788.62 540.3 0.52 1997 to 2001 PWMG PWMG 051 XAlkalinity (Alk) mg/L 80,40(3) 76.5 86.1 5.05 0.06 1998-1999 DELG XCalcium (Ca) mg/L 118,67 (3) 104 130 13.32 0.11 1998-1999 DELG * :::Cadmium (Cd) µg/L 0,1 (3) 0.1 0.1 0 0 1998-1999 DELG XChloride (Cl) mg/L 638,33 (3) 585 667 46.23 0.07 1998-1999 DELG XConductivity (Cond) µSIE/cm 2763,33 (3) 2630 2930.3 152.75 0.06 1998-1999 DELG XChromium (Cr) µg/L 5,70 (3) 4 7.8 1.93 0.34 1998-1999 DELG
èE.Coli MPN/100ml 145,67 (3) 50 240 95.01 0.65 1998-1999 DELG XSodium (Na) mg/L 465 (3) 421 505 42.14 0.09 1998-1999 DELG XSulfur (SO4) mg/L 293,67 (3) 261 326 32.5 0.11 1998-1999 DELG XTotal Coliforms (TC-MPN) MPN/100ml 2419 (1) 2419 2419 0 0 1998-1999 DELG XTotal dissolved solids (TDS) mg/L 1519,90 (2) 1429.09 1610.7 128.42 0.08 1998-1999 DELG PWMG 045 X Antimony Arsenic (As) µg/L 5,10 (2) 4.67 5.52 0.6 0.12 1999 PWMG * :::Cadmium (Cd) µg/L 0,1 (2) 0.1 0.1 0 0 1999 PWMG XChloride (Cl) mg/L 481,5 (2) 405 558 108.19 0.22 1999 PWMG XConductivity (Cond) µSIE/cm 1990 (2) 1680 2300 438 0.22 1999 PWMG XChromium (Cr) µg/L 4,1 (2) 3.6 4.6 0.71 0.17 1999 PWMG
èE.Coli MPN/100ml 120 (2) 50 190 98.99 0.82 1999 PWMG XSodium (Na) mg/L 318,5 (2) 269 368 70 0.22 1999 PWMG
XSulfur (SO4) mg/L 226 (2) 192 260 48.08 0.21 1999 PWMG XTotal dissolved solids (TDS) mg/L 1166,25 (2) 989.3 1343.19 250.24 0.21 1999 PWMG
96 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Legend:
X>watershed average :::>CWQG limits O>watershed average & CWQG limits èFor information purposes * All over limits because Cadmium detection limit is 0,1and CWQG limit is 0,017 ~ Same site as PWMG 002
97 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Appendix D. Descriptive Statistics for each sampling parameter (1997-2001)
Statistics Al ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu DO DO E_COLI F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CL_F ELG_F ELG_L ELG_L (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L)
Minimum 0.001 1.91 1 10.5 2 0.1 1.4 0 23.7 10 0.4 0.5 0.5 2.6 1 0.1 Percentile 5% 0.009 8.78 1 10.5 3.81 0.1 2.52 5 41.19 20 0.5 0.5 6.258 6.889 10 0.1 Percentile 25% 0.02 22.7 1 10.5 8.56 0.1 10.4 15 98.825 50 0.8 0.5 8.5 8.7 22 0.1 Median 0.045 38.9 1 10.5 23.7 0.1 33.6 30 277 140 1.6 0.9 9.63 9.6 87 0.1 Mean 0.122 46.220 1.402 10.500 30.127 0.105 73.069 47.698 423.873 175 2.128 1.578 9.615 9.569 534.736 0.117 Percentile 75% 0.116 66.7 1.5 10.5 42.65 0.1 73.9 60 493 300 3 1.8 10.7 10.5 300 0.112 Percentile 95% 0.439 100 3.1 10.5 84.2 0.1 175 150 1041 395 5.6 4.9 12.6 12.198 2000 0.198 Maximum 5.1 145 10.6 10.5 175 1 5707 500 17700 500 11.4 25.2 19 18.9 24190 0.454 Count (n) 720 721 721 1 721 721 721 721 721 30 721 721 324 302 645 721 CWQG 0.1 . 5 . . 0.017 . . . . 1-8,9 . 5.5 5.5 . .
Statistics FC-MF Fe HARD Hg K Mg Mn Na NH3T Ni NO2 NO3 NOX Pb pH pH ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L (CFU/100mL) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (mg/L) (µg/L) (pH) (pH)
Minimum 0 0.01 6.6 0.05 0.05 0.4 0.005 1.6 0.008 5 0.05 0 0.05 1 5.75 5.24 Percentile 5% 3 0.03 12.6 0.05 0.313 0.7 0.0063 2.49 0.01 5 0.05 0 0.05 1 6.25 6.91 Percentile 25% 15.5 0.079 27 0.05 0.583 1.37 0.017 8.39 0.01 5 0.05 0 0.05 1 6.8 7.49 Median 60 0.235 72.2 0.05 0.874 3.2 0.043 23.5 0.01 5 0.05 0.05 0.05 1 7.5 7.78 Mean 239.701 0.435 94.632 0.050 1.157 4.770 0.107 50.153 0.028 7.650 0.052 0.150 0.178 1.138 7.299 7.716 Percentile 75% 198.667 0.52 131 0.05 1.37 5.34 0.117 48.8 0.021 10 0.05 0.06 0.09 1 7.75 8.02 Percentile 95% 1072 1.3 253 0.05 2.23 10.3 0.396 125 0.081 10 0.05 0.87 0.92 1.44 8 8.3 Maximum 7250 20.4 2409 0.05 48.4 479 2.32 4070 1.58 100 0.536 3.56 4.1 22 8.5 9.2 Count (n) 263 721 721 49 721 721 721 721 721 721 721 721 721 721 117 721 CWQG . 0.3 . 0.1 . . . . 1.37 25 0.06 . . 1 6.5 6.5
98 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Appendix D. Descriptive statistics for each sampling parameter (Continued)
Statistics Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (NTU) (µg/L)
Minimum 1 1.27 0 133 7.6 12.715 15.9 2.4 0.1 0.3 1 10 0.005 0 5 Percentile 5% 1 2.56 0 422.1 7.6 22.926 15.9 6.755 0.2 0.3 1.5 10 0.005 0 5 Percentile 25% 1 4.58 1.66 986.75 7.6 55.811 15.9 11.9 0.2 0.3 3.6 10 0.006 0.5 5 Median 1 13.2 15 1733 7.6 158.737 15.9 16.5 0.32 0.3 6 10 0.012 1.2 10 Mean 1.208 46.691 63.077 3025.180 7.600 238.894 15.900 16.250 0.382 0.432 7.284 10.000 0.022 4.654 12.223 Percentile 75% 1 61.2 15 2419 7.6 275.446 15.9 20.5 0.47 0.3 9.8 10 0.022 3.2 10 Percentile 95% 1 212 40 13045.1 7.6 747.686 15.9 25.245 0.74 1.225 16.9 10 0.066 20.3 29 Maximum 46.7 813 28000 36550 7.6 2143.629 15.9 28.9 2.41 4.4 31.7 10 0.62 172 906 Count (n) 721 721 720 267 1 370.000 1 632 570 151 721 1 721 721 721 CWQG ...... 10 . 0.03 . 30
99 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Appendix E. Maps created by PWMG
Watershed overview map: This map situates the Petitcodiac and Memramcook River watersheds in a provincial perspective.
Ecoregion map: This map provides information on the climate, temperature, precipitation and geology.
Forestry maps: These maps give detailed information on the forestry situation in the watershed. A general forestry map, was also made for the general public.
Soil map: The purpose of this map is to demonstrate the primary lithology found in the watershed.
Drainage map: This map represents the soils drainage class. Drainage is the length of time for the water to be drained from the soil profile in relation to supply.
Land ownership map: This map gives information on who owns the lands in the watershed.
Land use map: Provides information on how the land is used, and if it’s crown land or private land.
Liners map: This map represents the different kinds of roads found within the watershed.
Anadromous fish passage situation map: This map demonstrates the situation of fish passage within the Petitcodiac River watershed.
100 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Appendix F. Water quality parameters that exceeded the Canadian Water Quality Guideline values for the protection of aquatic life (recreational guideline for E.coli), from 1999-2001 for Jonathan Creek – Adapted from Gilliss 2001
Mean Value Number of Site Parameter Guideline Unit 1999 2000 2001 1999-2001 Values Exceeded JON 1A E. coli 86 100 828 338 200 MPN/100 mL 3 Chromium 3.1 3.7 3.4 3.4 1.0 µg/L 11 Iron 0.064 0.044 0.043 0.050 0.3 mg/L 0 Aluminum 0.060 0.029 0.032 0.031 0.1 mg/L 2 Zinc 14.6 6.1 5.8 8.8 30 µg/L 1 JON 1B E. coli 184 350 233 256 200 MPN/100 mL 3 Chromium 2.7 2.8 2.8 2.8 1.0 µg/L 10 Iron 0.164 0.187 0.150 0.176 0.3 mg/L 3 Aluminum 0.070 0.034 0.087 0.061 0.1 mg/L 3 Total Phosphorous 0.020 0.015 0.016 0.016 0.033 mg/L 2 JON 2 E. coli 314 267 355 312 200 MPN/100 mL 6 Chromium 3.0 3.0 3.5 3.5 1.0 µg/L 11 Iron 0.722 0.631 0.834 0.729 0.3 mg/L 12 Aluminum 0.103 0.105 0.072 0.093 0.1 mg/L 5 Zinc 14.6 6.1 5.8 8.8 30 µg/L 1 JON 3 E. coli 376 283 120 260 200 MPN/100 mL 6 Chromium 3.1 3.0 3.5 3.3 1.0 µg/L 11 Iron 0.446 0.423 0.439 0.436 0.3 mg/L 12 Aluminum 0.136 0.064 0.071 0.090 0.1 mg/L 3 JON 4 E. coli 308 200 75 194 200 MPN/100 mL 5 Chromium 2.8 2.8 3.3 3.0 1.0 µg/L 11 Iron 0.358 0.248 0.190 0.303 0.3 mg/L 6 Aluminum 0.245 0.062 0.081 0.129 0.1 mg/L 6 Zinc 13.9 6.8 7.4 9.4 30 µg/L 1 TOC 10.1 9.4 7.5 9.0 15 mg/L 1 Total Phosphorous 0.028 0.009 0.012 0.016 0.033 mg/L 1 JON 5 E. coli 328 207 83 206 200 MPN/100 mL 5 Chromium 2.9 3.1 3.2 3.1 1.0 µg/L 12 Iron 0.406 0.283 0.276 0.322 0.3 mg/L 6 Aluminum 0.280 0.060 0.086 0.086 0.1 mg/L 6 TOC 10.1 10.3 9.5 10.0 15 mg/L 1 JON 6 E. coli 976 2410 828 1405 200 MPN/100 mL 10 Chromium 2.9 4.1 3.1 3.4 1.0 µg/L 12 Iron 0.628 0.456 0.292 0.459 0.3 mg/L 9 Aluminum 0.452 0.147 0.164 0.254 0.1 mg/L 8 Total Phosphorous 0.040 0.047 0.049 0.048 0.033 mg/L 8 TOC 11.9 9.2 10.6 10.6 15 mg/L 2 JON 7 E. coli 854 273 123 417 200 MPN/100 mL 6 Chromium 2.8 3.1 3.4 3.1 1.0 µg/L 12 Iron 0.444 0.274 0.271 0.330 0.3 mg/L 6 Aluminum 0.341 0.079 0.109 0.176 0.1 mg/L 6 TOC 10.3 9.1 8.6 9.3 15 mg/L 2
101 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Appendix F. Water quality parameters that exceeded the Canadian Water Quality Guideline values for the protection of aquatic life (recreational guideline for E.coli), from 1999-2001 for Jonathan Creek – Adapted from Gilliss 2001 (Continued)
Mean Value Number of Site Parameter Guideline Unit 1999 2000 2001 1999-2001 Values Exceeded JON 8 E. coli 636 427 188 417 200 MPN/100 mL 8 Chromium 3.2 3.4 3.7 3.4 1.0 µg/L 12 Iron 0.726 0.509 0.789 0.675 0.3 mg/L 12 Aluminum 0.379 0.082 0.186 0.216 0.1 mg/L 7 Copper 1.9 1.1 2.2 1.7 2.0 µg/L 2 TOC 9.9 8.8 8.8 9.2 15 mg/L 2 Total Phosphorous 0.024 0.013 0.026 0.021 0.033 mg/L 2 JON 9 E. coli 496 293 120 303 200 MPN/100 mL 6 Chromium 3.1 3.6 3.7 3.5 1.0 µg/L 12 Iron 0.584 0.417 0.512 0.504 0.3 mg/L 11 Aluminum 0.340 0.087 0.194 0.141 0.1 mg/L 7 Total Phosphorous 0.038 0.020 0.025 0.032 0.033 mg/L 5 Copper 2.4 1.5 2.4 2.1 2.0 µg/L 3 TOC 9.9 8.5 8.0 9.2 15 mg/L 1 Zinc 21.7 6.5 10.9 13.0 30 µg/L 1 JON 10 E. coli 720 487 478 562 200 MPN/100 mL 7 Chromium 3.1 3.8 4.8 3.9 1.0 µg/L 12 Iron 0.608 0.597 0.757 0.654 0.3 mg/L 12 Aluminum 0.378 0.114 0.190 0.246 0.1 mg/L 10 Total Phosphorous 0.045 0.029 0.031 0.035 0.033 mg/L 8 Copper 2.5 1.7 2.4 2.2 2.0 µg/L 5 TOC 9.7 8.6 8.3 8.9 15 mg/L 1
102 Petitcodiac Watershed Monitoring Group Preliminary Water Classification Report Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 2 Anagance Riv Above Mouth 3-6-97 1997 6 54-97-8700057 0,0805 0,1 11,5 1 4 0,1 7,92 50 56,5 0,78 0,5 2 10,5 36 0,1 40 0,377 14,1 2 Anagance Riv Above Mouth 15-7-97 1997 7 54-97-8700191 0,069 0,1 15,7 1 5,5 0,1 8,27 60 66,7 1,2 0,5 2 9,2 96 0,1 64 1,174 18,7 2 Anagance Riv Above Mouth 11-8-97 1997 8 54-97-8700332 0,0246 0,1 22,4 1 7,7 0,1 10,6 40 92,7 0,5 0,5 2 8,5 120 0,1 76 0,696 25,8 2 Anagance Riv Above Mouth 14-9-97 1997 9 54-97-8700421 0,058 0,1 18,7 1 7,7 0,1 17,3 50 115 0,5 2,6 2 8,4 37 0,1 38 0,714 26,6 2 Anagance Riv Above Mouth 13-10-97 1997 10 54-97-8700506 0,0123 0,1 21,3 5 7,99 0,5 14,5 30 110 1,5 1,5 2 11,2 18 0,1 6 0,507 27,4 2 Anagance Riv Above Mouth 17-6-98 1998 6 54-98-63 0,0891 0,1 16,5 1 5,4 0,1 13 50 82 60 1,2 1,5 2 9 403 0,1 110 0,792 18,8 2 Anagance Riv Above Mouth 11-8-98 1998 8 54-98-240 0,0416 0,1 26,9 1 8,8 0,1 11,5 30 108 3,9 0,5 2 8,3 127,5 0,1 153 0,526 29 2 Anagance Riv Above Mouth 13-9-98 1998 9 54-98-402 0,0662 0,1 25,9 1 8,9 0,1 21,8 30 137 0,5 0,5 2 71 0,1 49 0,666 29,6 2 Anagance Riv Above Mouth 13-9-98 1998 9 54-98-367 0,0593 0,1 25,9 1 9,8 0,1 22,3 30 135 1,3 0,8 2 9,4 80 0,1 90 0,687 32,7 2 Anagance Riv Above Mouth 13-9-98 1998 9 54-98-401 0,056 0,1 25,9 1 9 0,1 21,8 30 141 0,5 1,2 2 91 0,1 20 0,659 29,9 2 Anagance Riv Above Mouth 12-10-98 1998 10 54-98-404 0,137 0,1 14,1 1 6,2 0,1 15,2 100 96,5 0,9 0,7 2 10,2 50 0,1 32 0,528 20,8 2 Anagance Riv Above Mouth 21-6-99 1999 6 54-99-67 0,061 0,1 20,2 1,5 6,72 0,1 9,28 30 84,5 1,5 0,5 2 11 50 0,1 0,69 22,3 2 Anagance Riv Above Mouth 1-9-99 1999 9 54-99-247 0,035 0,1 25,1 1 8,25 0,1 12,3 60 98,9 3,1 0,5 2 9,5 50 0,1 1,02 28,1 2 Anagance Riv Above Mouth 22-9-99 1999 9 54-99-353 0,785 0,1 14,2 1 5,63 0,1 18,4 150 109 3,1 1,4 2 9,3 2000 0,1 1,6 19,3 2 Anagance Riv Above Mouth 3-10-99 1999 10 54-99-398 0,165 0,1 8,44 1 3,77 0,1 5,58 60 49,8 0,5 0,5 2 10,9 40 0,1 0,49 13 2 Anagance Riv Above Mouth 27-10-99 1999 10 54-99-433 0,093 0,1 7,8 1 3,7 0,1 6,75 40 56,1 0,5 0,5 2 0,1 0,35 13 2 Anagance Riv Above Mouth 14-8-00 2000 8 54-00-376 0,065 0,1 25,2 1 7,83 0,1 15,1 30 107 1,3 0,5 2 9,8 70 0,1 0,621 26,6 2 Anagance Riv Above Mouth 24-9-00 2000 9 54-00-820 0,106 0,1 22,8 1 8,41 0,1 30,4 40 167 0,7 0,5 2 8,32 100 0,1 0,642 28,1 2 Anagance Riv Above Mouth 29-10-00 2000 10 54-00-951 0,485 0,1 14,7 1 5,99 0,1 13,9 50 87 1 1 2 7,63 100 0,1 0,625 20,7 2 Anagance Riv Above Mouth 28-6-01 2001 6 54-01-1017 0,038 0,1 22,9 1 6,26 0,1 12,1 50 96,3 0,7 0,5 2 8,99 250 0,1 0,666 21,4 2 Anagance Riv Above Mouth 26-7-01 2001 7 54-01-1048 0,032 0,1 26,2 1 7,31 0,1 13,6 40 108 0,7 0,5 2 8 190 0,1 0,586 24,6 2 Anagance Riv Above Mouth 22-8-01 2001 8 54-01-1081 0,036 0,1 28,4 1 7,4 0,1 17,9 40 132 0,8 0,5 2 7,95 410 0,1 0,474 24,4 2 Anagance Riv Above Mouth 24-9-01 2001 9 54-01-1096 0,203 0,1 25,8 1 9,8 0,1 23,9 30 153 3,1 0,6 2 8,21 180 0,1 0,533 33 2 Anagance Riv Above Mouth 5-11-01 2001 11 54-01-1125 0,027 0,1 24,6 1 8,92 0,1 21,4 40 149 0,5 0,5 2 11,01 10 0,1 0,45 30,6 50 Anagance Riv Above North Riv Confluence 15-9-98 1998 9 52-98-1203 0,054 0,1 24,4 1 8,6 0,1 20,4 40 129 2,9 0,5 2 10,65 10,65 31 0,1 35 0,585 28,9 50 Anagance Riv Above North Riv Confluence 22-7-99 1999 7 52-99-1036 0,027 0,1 25,6 1 7,83 0,1 12,8 40 107 1,5 0,5 2 10,5 150 0,1 0,8 26,3 50 Anagance Riv Above North Riv Confluence 1-9-99 1999 9 52-99-1512 0,082 0,1 24,6 1 8,96 0,1 12,1 80 104 2 0,5 2 9,9 150 0,1 1,3 30 1 Anagance Riv Above Rte 895 Bridge 3-6-97 1997 6 54-97-8700056 0,103 0,1 12,3 1 3,8 0,1 7,84 75 57,8 1 0,5 2 7,7 53 0,1 65 0,519 14 1 Anagance Riv Above Rte 895 Bridge 15-7-97 1997 7 54-97-8700190 0,0874 0,1 14,3 1 4,6 0,1 6,72 70 57 1,7 3,1 2 5,7 122 0,1 64 1,403 16,4 1 Anagance Riv Above Rte 895 Bridge 11-8-97 1997 8 54-97-8700331 0,0279 0,1 18,4 1 5,7 0,1 10,4 50 82,9 0,5 0,5 2 4,3 120 0,1 76 0,968 20,4 1 Anagance Riv Above Rte 895 Bridge 14-9-97 1997 9 54-97-8700420 0,0579 0,1 18,4 1 6,4 0,1 12,8 70 98,9 0,7 0,5 2 8,4 42 0,1 35 0,789 23,4 1 Anagance Riv Above Rte 895 Bridge 14-9-97 1997 9 54-97-8700462 0,0565 0,1 18,2 1 5,9 0,1 12,6 70 93,9 0,5 0,5 2 57 0,1 31 0,738 22,1 1 Anagance Riv Above Rte 895 Bridge 14-9-97 1997 9 54-97-8700463 0,0547 0,1 18,3 1 5,8 0,1 12,6 60 94,2 0,5 0,5 2 45 0,1 36 0,764 21,9 1 Anagance Riv Above Rte 895 Bridge 13-10-97 1997 10 54-97-8700505 0,0384 0,1 17,2 1 5,84 0,1 12,7 40 94,9 0,5 0,5 2 7,2 14 0,1 9 0,507 21,5 1 Anagance Riv Above Rte 895 Bridge 17-6-98 1998 6 54-98-62 0,0785 0,1 15 1 4,6 0,1 12,3 70 75,3 50 1,2 0,8 2 4,5 179 0,1 100 0,906 17,7 1 Anagance Riv Above Rte 895 Bridge 11-8-98 1998 8 54-98-239 0,0418 0,1 29,2 1,3 8 0,1 14,8 60 116 5,5 0,5 2 4,7 15 0,101 21 1,19 28,6 1 Anagance Riv Above Rte 895 Bridge 12-10-98 1998 10 54-98-403 0,0661 0,1 15 1 5,9 0,1 14,9 70 98,9 1,7 0,8 2 6 39 0,1 33 0,522 21,7 1 Anagance Riv Above Rte 895 Bridge 21-6-99 1999 6 54-99-63 0,036 0,1 20,9 1,5 6,59 0,1 11,8 70 91,7 1,8 0,5 2 3,8 110 0,1 1,1 23,5 1 Anagance Riv Above Rte 895 Bridge 27-7-99 1999 7 54-99-180 0,023 0,1 25 1 6,86 0,1 12,7 70 101 2,1 0,5 2 2,6 140 0,1 1,51 24,4 1 Anagance Riv Above Rte 895 Bridge 1-9-99 1999 9 54-99-248 0,055 0,005 23,3 1,24 7,27 0,1 11,7 100 89,4 5,1 0,5 2 0,5 30 0,1 2,8 26 1 Anagance Riv Above Rte 895 Bridge 22-9-99 1999 9 54-99-354 0,055 0,1 11,4 1 4,72 0,1 14,1 50 87,8 1,5 0,5 2 6,1 620 0,1 0,57 17,3 1 Anagance Riv Above Rte 895 Bridge 3-10-99 1999 10 54-99-397 0,111 0,005 6,13 1 3,42 0,1 5,37 70 45,7 1,2 0,5 2 5,9 50 0,1 0,6 12,2 1 Anagance Riv Above Rte 895 Bridge 27-10-99 1999 10 54-99-434 0,086 0,1 6,45 1 3,3 0,1 6,24 50 51 1 0,5 2 0,1 0,36 12,2 1 Anagance Riv Above Rte 895 Bridge 14-8-00 2000 8 54-00-371 0,04 0,1 26 1 7,61 0,1 17,2 50 116 2,8 0,9 2 18,9 100 0,1 0,9 27,7 1 Anagance Riv Above Rte 895 Bridge 24-9-00 2000 9 54-00-821 0,043 0,1 25,6 1 7,14 0,1 12,7 70 102 0,9 0,5 2 2,96 50 0,1 0,735 25,7 1 Anagance Riv Above Rte 895 Bridge 29-10-00 2000 10 54-00-976 0,127 0,1 12 1 5,17 0,1 9,05 70 68,9 0,9 0,5 2 20 0,1 0,584 19,1 1 Anagance Riv Above Rte 895 Bridge 29-10-00 2000 10 54-00-952 0,124 0,1 12,2 1 5,2 0,1 9,91 70 69,3 0,8 0,7 2 5,2 20 0,1 0,597 19 6 Bennett Bk @ Bennett Brook 3-6-97 1997 6 54-97-8700058 0,0532 0,1 43,6 2,2 38,1 0,1 148 30 744 1,9 1,6 2 12,2 114,5 0,1 90 0,124 109,1 6 Bennett Bk @ Bennett Brook 15-7-97 1997 7 54-97-8700194 0,0553 0,1 41,8 2,8 31,3 0,1 116 20 579 2,5 2,7 2 11,1 40 0,1 21 0,093 89,3 6 Bennett Bk @ Bennett Brook 11-8-97 1997 8 54-97-8700336 0,0156 0,1 63,4 3,4 66,7 0,1 310 20 1420 0,5 2,9 4 10,8 161 0,1 152 0,105 190 6 Bennett Bk @ Bennett Brook 14-9-97 1997 9 54-97-8700422 0,0023 0,1 75,9 1 98,2 0,1 500 20 2220 0,5 0,9 4 10 125 0,109 43 0,129 282,3 6 Bennett Bk @ Bennett Brook 13-10-97 1997 10 54-97-8700507 0,0076 0,1 79,7 1,7 129 0,1 617 15 2720 3,5 0,5 4 13,5 10 0,104 10 0,142 366,4 6 Bennett Bk @ Bennett Brook 17-6-98 1998 6 54-98-67 0,309 0,1 45,9 3,4 35,3 0,1 105 70 541 440 2,7 2,5 2 9,5 2419 0,1 300 0,411 106,3 6 Bennett Bk @ Bennett Brook 11-8-98 1998 8 54-98-244 0,0225 0,1 81,9 6,8 114 0,1 627 10 2690 5,2 3,8 4 11,1 100 0,131 85 0,172 324,6 6 Bennett Bk @ Bennett Brook 13-9-98 1998 9 54-98-368 0,0122 0,1 86,3 3,5 111 0,1 596 15 2440 3,8 10,8 4 11,6 142 0,125 130 0,235 323,3 6 Bennett Bk @ Bennett Brook 12-10-98 1998 10 54-98-405 0,122 0,1 50,8 1 78,9 0,1 212 50 1150 2,9 2,2 4 12 750 0,1 150 0,247 231,6 6 Bennett Bk @ Bennett Brook 22-9-99 1999 9 54-99-355 1,26 0,1 22 3,9 39,8 0,1 72,6 150 527 3,7 2,1 3 8,7 2000 0,1 1,32 121 6 Bennett Bk @ Bennett Brook 3-10-99 1999 10 54-99-401 0,108 0,1 42,6 2,46 39,4 0,1 149 30 762 1,4 1,3 2 12,1 30 0,1 0,14 114 6 Bennett Bk @ Bennett Brook 27-10-99 1999 10 54-99-435 0,07 0,1 38,4 2,07 39,1 0,1 144 20 780 1,9 1,3 2 0,1 0,14 115 6 Bennett Bk @ Bennett Brook 14-8-00 2000 8 54-00-379 0,073 0,1 76,8 4,4 95,5 0,1 451 20 2070 5,3 2,4 4 10,8 110 0,108 0,169 273 6 Bennett Bk @ Bennett Brook 24-9-00 2000 9 54-00-817 0,155 0,1 72,3 3,21 113 0,1 585 30 2340 2 3,5 4 6,78 180 0,1 0,267 289 6 Bennett Bk @ Bennett Brook 29-10-00 2000 10 54-00-953 0,429 0,1 56,4 2,52 54,1 0,1 142 50 809 2,8 2 3 7,57 1080 0,1 0,39 161 6 Bennett Bk @ Bennett Brook 28-6-01 2001 6 54-01-1019 0,025 0,1 74,3 4,71 58,6 0,1 314 20 1480 1,9 3,4 3 10,43 320 0,1 0,075 168 6 Bennett Bk @ Bennett Brook 26-7-01 2001 7 54-01-1050 0,017 0,1 82,2 5,12 93,8 0,1 490 20 2020 4 5,4 4 12,25 220 0,115 0,1 269 6 Bennett Bk @ Bennett Brook 22-8-01 2001 8 54-01-1079 0,0093 0,1 92,2 4,18 87,7 0,1 571 20 2610 3,7 6 4 11,23 120 0,138 0,112 250 6 Bennett Bk @ Bennett Brook 24-9-01 2001 9 54-01-1094 0,0055 0,1 85,7 2,79 125 0,1 630 15 2800 8,1 7,8 4 9,11 100 0,134 0,111 355 6 Bennett Bk @ Bennett Brook 24-9-01 2001 9 54-01-1095 0,0065 0,1 90,3 2,96 119 0,1 635 15 2800 7,6 8,5 4 270 0,136 0,108 340 6 Bennett Bk @ Bennett Brook 5-11-01 2001 11 54-01-1124 0,0088 0,1 93,6 2,47 132 0,1 738 15 3250 3,7 7,8 4 13,67 20 0,115 0,145 379 51 Bennett Bk Below Old Ford Site 15-9-98 1998 9 52-98-1201 0,007 0,1 86,1 3,8 130 0,1 663 20 2730 7,8 4,2 4 14,11 14,11 147 0,116 70 0,196 374
Page 1 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 1 0,42 1 0,066 4,7 0,019 10 25 0,05 0 0,05 1 1 7,16 1 3,39 2 926 10,8 0,24 5,2 0,009 1,8 10 1 0,382 1,2 0,07 5,8 0,023 10 25 0,05 0 0,05 1 1 7,23 1 3,02 3 2419 18,3 0,38 8,9 0,026 2,4 14 1 0,527 1,6 0,043 8 0,01 10 25 0,05 0 0,05 1 1 7,32 1 4,17 1 2419 21,8 0,24 4,6 0,014 1,5 10 1 0,87 1,8 0,052 11,4 0,01 10 25 0,05 0 0,05 1 1 7,35 1 6,96 0 884 18,5 0,36 7,9 0,011 2 23 1 0,504 1,81 0,033 11,05 0,01 50 25 0,05 0 0,05 5 1 7,21 5 6,17 1 579 12 0,22 6,1 0,005 2 50 1 0,05 0,433 1,3 0,099 8,1 0,028 10 25 0,05 0 0,05 1 1 7,28 1 3 3 1553 16,7 0,32 7,5 0,022 1,7 10 1 0,652 1,7 0,06 9 0,01 10 25 0,05 0 0,05 1 1 7,61 1 4,74 1 1553 22,9 0,25 4,4 0,014 1,5 10 1 0,773 1,8 0,033 13,4 0,01 10 25 0,05 0 0,05 1 1 7,58 1 4,05 0,8 1300 0,22 4,8 0,01 2,3 10 2 0,735 2 0,031 16,2 0,01 10 25 0,05 0 0,05 1 1 7,25 7,25 1 3,95 1,2 930 13 0,2 4,8 0,011 2,3 10 1 0,728 1,8 0,032 13,5 0,01 10 25 0,05 0 0,05 1 1 7,59 1 4,07 1,4 1120 0,25 4,8 0,01 2,2 22 1 1,05 1,3 0,086 9,1 0,01 10 25 0,05 0 0,05 1 1 6,75 7,07 1 5,62 6,6 2419 10,5 0,42 11,6 0,013 5 10 1 0,463 1,34 0,06 7,01 0,011 5 25 0,05 0,05 0,05 1 1 7,59 1 4,33 15 42,402 22,2 0,23 4,09 0,016 2 5 1 0,601 1,82 0,0053 9 0,01 5 25 0,05 0,05 0,05 1 1 7,2 1,36 3,7 15 52,119 18,4 0,4 10,9 0,025 2,1 5 1 1,49 1,28 0,125 13,3 0,012 5 25 0,05 0,13 0,13 1,02 1 6,94 1 3,63 120 55,445 14,9 0,55 10,5 0,044 22,7 7,1 1 0,312 0,86 0,029 4,47 0,01 5 25 0,05 0,05 0,05 1 1 6,7 1 3,11 15 24,178 10,5 0,31 9,48 0,011 1,6 5 1 0,443 0,92 0,029 5,18 0,01 5 25 0,05 0,05 0,05 1 1 7 1 3,45 15 25,923 0,25 7,07 0,01 1,2 5 1 0,558 1,72 0,03 10,2 0,01 5 25 0,05 0,05 0,05 1 1 7,7 1 3,9 15 55,472 20,5 0,24 5,33 0,011 1,8 5 1 0,659 1,72 0,066 21,5 0,01 5 25 0,05 0,05 0,05 1 1 6,75 7 1 4,66 15 82,171 14,6 0,32 6,66 0,014 2,7 5 1 0,794 1,39 0,04 9,46 0,01 5 25 0,05 0,05 0,05 1 1 6,75 7,38 1 4,54 15 46,387 6,7 0,36 9,87 0,015 6 20 1 0,483 1,4 0,076 7,68 0,01 5 25 0,05 0,05 0,05 1 1 7,71 1 3,27 15 46,041 25,9 0,3 6,53 0,024 2 5 1 0,471 1,55 0,046 9,38 0,025 5 25 0,05 0,05 0,05 1 1 7,61 1 4,11 15 53,133 20,6 0,3 5,74 0,019 2,1 5 1 0,523 1,44 0,049 9,83 0,01 5 25 0,05 0,05 0,05 1 1 7,69 1 4,96 15 59,98 20,7 0,3 3,88 0,021 2,8 5 2 0,926 2,08 0,031 15,5 0,01 5 25 0,05 0,05 0,05 1 1 7,72 1 5,71 15 74,491 16 0,3 5,85 0,011 6,6 5 1 0,891 2,01 0,044 14,9 0,01 5 25 0,05 0,05 0,05 1 1 7,6 1 7,97 15 71,7 7,2 0,3 5,4 0,012 1,8 5 1 0,05 0,775 1,8 0,024 12,7 0,01 10 25 0,05 0 0,05 1 1 7,82 1 3,81 0,7 1300 15,6 0,26 5,1 0,011 2 67 1 0,657 1,65 0,05 10,2 0,012 5 25 0,05 0,05 0,05 1 1 7,72 1 3,91 15 53,612 22,6 0,38 7,39 0,029 2,3 5 1 0,64 1,86 0,052 9,05 0,01 5 25 0,05 0,05 0,05 1 1 7,46 1 3,91 15 51,672 21,2 0,4 10,4 0,027 2,5 5 1 0,47 1,1 0,131 4,8 0,018 10 25 0,05 0 0,05 1 1 6,84 1 2,99 2 2203 12 0,32 7,7 0,017 2,2 10 1 0,345 1,2 0,319 4,8 0,044 10 25 0,05 0 0,05 1 1 6,76 1 2,29 5 2419 18,5 0,49 11 0,038 2,9 25 1 0,362 1,5 0,183 7,7 0,013 10 25 0,05 0 0,05 1 1 6,67 1 2,33 2 2419 20,2 0,34 6,8 0,027 1,9 10 1 0,673 1,8 0,131 9,2 0,01 10 25 0,05 0 0,05 1 1 6,66 1 4,04 1 2419 18,5 0,42 10,6 0,016 1,6 18 1 0,698 1,8 0,126 10 0,01 10 25 0,05 0 0,05 1 1 6,87 1 4,01 0 2419 0,35 10,7 0,018 1,2 22 1 0,699 1,8 0,138 9,6 0,01 10 25 0,05 0 0,05 1 1 6,89 1 4,03 0 2419 0,46 10,8 0,02 1,2 23 1 0,494 1,69 0,056 9,94 0,01 10 25 0,05 0 0,05 1 1 6,61 1 4,13 0,5 1426 13 0,3 7,3 0,012 1,8 10 1 0,05 0,435 1,5 0,242 7,5 0,033 10 25 0,05 0 0,05 1 1 6,89 1 2,25 3 1553 18,1 0,4 9,8 0,027 1,6 18 1 0,369 2,1 1,46 10,8 0,02 10 25 0,05 0 0,05 1 1 7 1 1,72 4 849 21,6 0,52 8,9 0,032 1,7 10 1 1,09 1,7 0,062 9,4 0,01 10 25 0,05 0 0,05 1 1 5,75 6,69 1 4,93 3,5 2419 10,5 0,55 14,8 0,014 0,9 10 1 0,256 1,72 0,287 8,04 0,02 5 25 0,05 0,05 0,05 1 1 7,14 1 2,24 15 44,937 19 0,43 7,5 0,034 3 5 1 0,36 1,78 0,451 9,77 0,037 5 25 0,05 0,05 0,05 1 1 7,1 1 1,96 15 50,742 21,3 0,65 10,7 0,036 2,6 5 1 0,332 1,9 0,144 8 0,019 5 25 0,05 0,05 0,05 1 1 6,29 1 1,57 15 48,079 17 0,86 17,6 0,059 2,7 5 1 0,583 1,33 0,063 10 0,01 5 25 0,05 0,05 0,05 1 1 6,83 1 2,43 15 41,019 14,7 0,49 11,9 0,018 1,2 5 1 0,293 0,88 0,032 4,34 0,01 5 25 0,05 0,05 0,05 1 1 6,27 1 2,56 15 21,612 10,6 0,44 12,8 0,013 1 5 1 0,432 0,95 0,017 4,74 0,01 5 25 0,05 0,05 0,05 1 1 6,68 1 2,87 15 23,193 0,31 9,88 0,01 0,5 5 1 0,616 2,11 0,195 11,6 0,021 5 25 0,05 0,05 0,05 1 1 7,1 1 2,66 15 58,876 2,4 0,41 8,07 0,02 1,5 22 1 0,732 1,91 0,108 10,5 0,014 5 25 0,05 0,05 0,05 1 1 6 6,53 1 2,9 15 52,461 14,2 0,57 12,8 0,017 1,2 9,8 1 1,04 1,5 0,03 6,48 0,012 5 25 0,05 0,05 0,05 1 1 7,24 1 3,88 15 35,395 0,55 16,1 0,017 1,2 11 1 1,03 1,46 0,029 6,75 0,012 5 25 0,05 0,05 0,05 1 1 5,75 7,04 1 3,76 15 36,539 6,6 0,5 15,7 0,017 1,3 36 3 0,85 3,4 0,05 100 0,01 10 65 0,05 0,01 0,06 1 2 7,9 1 86 1 1700 9,6 0,2 4 0,014 0,7 10 3 0,72 2,7 0,022 80 0,01 10 65 0,05 0,04 0,09 1 2 8,04 1 57,5 1 1744 17,5 0,2 3,4 0,017 0,6 10 5 1,49 5,7 0,036 221 0,01 10 150 0,05 0,04 0,09 1 7 8,08 1 145 1 1986 20,5 0,2 3 0,017 0,4 10 5 0,341 9 0,01 375 0,01 10 150 0,05 0,05 0,1 1 7 8,11 1 249 0 1155 18 0,24 3,9 0,009 0,5 10 5 1,69 10,75 0,039 473 0,01 10 150 0,05 0 0,05 1 7 7,87 10 301 0,7 650 8 0,2 2,5 0,005 2 10 3 0,05 0,883 4,4 0,117 70 0,025 10 65 0,05 0,06 0,11 1 2 7,31 1 77,1 20 1553 15,5 0,56 13,7 0,048 3,2 10 5 2,1 9,7 0,073 462 0,01 10 150 0,05 0 0,05 1 7 8,21 1 266 2 1553 24,6 0,24 3,5 0,012 0,6 10 5 1,9 11,2 0,091 383 0,01 10 150 0,05 0 0,05 1 7 8 7,99 1 301 1,5 1733 13,5 0,2 3,4 0,01 0,5 71 5 2,05 8,4 0,062 146 0,01 10 150 0,05 0,19 0,24 1 7 8 7,67 1 197 2,6 17330 10,5 0,5 12,2 0,017 2,1 10 4 3,45 5,29 0,155 51,8 0,041 5 110 0,05 1,29 1,29 1 4 7,11 1 89,1 100 283,799 14,3 1,36 18,5 0,12 26,8 6,7 3 0,856 3,74 0,021 99,2 0,01 5 65 0,05 0,06 0,06 1 2 7,63 1 81,5 15 399,898 10,6 0,23 6,12 0,026 1,3 5 3 0,912 4,13 0,024 105 0,01 5 65 0,05 0,06 0,06 1 2 7,74 1 87,6 15 404,389 0,24 6 0,02 1,2 5 5 1,72 8,48 0,044 324 0,015 5 150 0,05 0,05 0,05 1 7 8,22 1 221 15 1148,404 19,5 0,25 5,01 0,019 0,8 5 5 1,85 10,2 0,088 385 0,011 5 150 0,05 0,05 0,05 1,55 7 7,75 7,65 1 286 15 1425,272 13,9 0,24 5,39 0,015 2,7 5,8 4 1,7 6,41 0,043 100 0,018 5 110 0,05 0,2 0,2 1 4 7,75 8,03 1 115 15 454,928 6,8 0,56 12,2 0,032 5,7 27 4 1,14 5,37 0,056 242 0,018 5 110 0,05 0,06 0,11 1 4 8,25 1 145 15 811,443 23,6 0,3 3,88 0,029 0,8 5,3 5 1,39 8,51 0,035 324 0,025 5 150 0,05 0,05 0,056 1 7 8,46 1 223 15 1190,546 19,1 0,3 3,91 0,025 0,6 5 5 1,54 7,69 0,04 402 0,01 5 150 0,05 0,05 0,054 1 7 8,24 1 257 15 1382,804 19,7 0,3 3,73 0,023 0,8 8,1 5 2,24 10,5 0,046 452 0,01 5 150 0,05 0,05 0,05 1 7 8,16 1 299 15 1570,692 14,1 0,3 4,34 0,016 0,5 5 5 2,22 10,4 0,045 455 0,01 5 150 0,05 0,05 0,05 1 7 8,13 1 301 15 1577,332 0,3 4,55 0,014 0,6 5,3 5 1,88 12 0,07 478 0,01 5 150 0,05 0,05 0,05 1 7 8,15 1 370 15 1788,615 6,7 0,3 2,85 0,013 0,8 6 5 0,05 1,89 12 0,072 505 0,01 10 150 0,05 0 0,05 1 7 8,3 1 326 1,6 2419 14,5 0,2 3,3 0,011 0,5 10
Page 2 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 51 Bennett Bk Below Old Ford Site 22-7-99 1999 7 52-99-1034 0,019 0,1 78,6 4,72 104 0,1 585 5 2630 4 3,1 4 10,5 240 0,1 0,14 296 51 Bennett Bk Below Old Ford Site 1-9-99 1999 9 52-99-1510 0,012 0,1 76,5 4,4 122 0,1 667 10 2930 5,3 3,8 4 10,5 50 0,109 0,19 351 45 Bennett Bk Near Mouth 21-6-99 1999 6 54-99-70 0,027 0,1 61,8 4,67 77,7 0,1 405 15 1680 3,6 2,8 4 10,4 50 0,1 0,08 211 45 Bennett Bk Near Mouth 27-7-99 1999 7 54-99-181 0,016 0,1 82 5,52 97,6 0,1 558 10 2300 4,6 3,6 4 11,2 190 0,1 0,09 278 52 Breau Ck @ Breau Creek 27-6-01 2001 6 54-01-1005 0,051 0,1 29 1 9,68 0,1 12,7 20 114 0,9 1,1 2 10,43 30 0,1 0,167 30,4 52 Breau Ck @ Breau Creek 25-7-01 2001 7 54-01-1037 0,038 0,1 38,8 1 12 0,1 11,6 15 130 1,8 2,5 2 8,39 70 0,1 0,223 37,6 52 Breau Ck @ Breau Creek 21-8-01 2001 8 54-01-1065 0,076 0,1 43,9 1 14,6 0,1 36,8 20 233 2,8 1,1 2 8,27 450 0,1 0,414 51,6 52 Breau Ck @ Breau Creek 21-8-01 2001 8 54-01-1066 0,08 0,1 43,9 1 14,6 0,1 37,7 15 237 2,7 1 2 450 0,1 0,43 51,8 52 Breau Ck @ Breau Creek 25-9-01 2001 9 54-01-1118 0,071 0,1 45,2 1 15,1 0,1 17,6 15 164 2,2 0,9 2 270 0,101 0,38 48,2 52 Breau Ck @ Breau Creek 25-9-01 2001 9 54-01-1117 0,086 0,1 41,7 1 15,3 0,1 17,6 15 162 1,4 1 2 10,5 310 0,101 0,39 48,9 52 Breau Ck @ Breau Creek 5-11-01 2001 11 54-01-1147 0,047 0,1 39,8 1 14,7 0,1 20,1 20 174 0,7 0,8 2 10,34 40 0,1 0,259 47,4 53 Fox Ck @ Pascal Street 28-6-01 2001 6 54-01-1009 0,019 0,1 131 1 64,3 0,1 192 20 919 3,6 3 4 8,18 90 0,115 0,12 203,4 53 Fox Ck @ Pascal Street 25-7-01 2001 7 54-01-1039 0,114 0,1 91,9 1 38,1 0,1 91,9 300 547 4,9 3 2 7,25 800 0,122 0,312 120 53 Fox Ck @ Pascal Street 21-8-01 2001 8 54-01-1072 0,027 0,1 117 1 46,3 0,1 92,1 20 565 5,3 2 3 9,04 430 0,149 0,175 146 53 Fox Ck @ Pascal Street 24-9-01 2001 9 54-01-1109 0,248 0,1 98,9 1 48,7 0,1 107 40 632 6,1 3 3 8,98 780 0,183 0,459 153 53 Fox Ck @ Pascal Street 5-11-01 2001 11 54-01-1139 0,046 0,1 143 1 54,6 0,1 136 30 790 5,1 2,5 3 10,22 40 0,118 0,287 174 31 Fox Ck @ Route 106 5-6-97 1997 6 54-97-8700059 0,205 0,1 26,4 1 11,7 0,1 30,8 200 163 1,4 0,5 2 11,3 38 0,1 48 0,87 37,4 31 Fox Ck @ Route 106 15-7-97 1997 7 54-97-8700219 0,191 0,1 54,7 1,3 24,4 0,1 53,5 100 298 2,7 3 2 8,2 845 0,119 164 1,354 75,7 31 Fox Ck @ Route 106 12-8-97 1997 8 54-97-8700360 0,0725 0,1 87,6 1 41,8 0,1 130 40 626 0,8 5,3 3 7,9 585 0,14 470 0,537 134,8 31 Fox Ck @ Route 106 14-9-97 1997 9 54-97-8700423 0,476 0,1 77,7 5 30,5 0,1 81,5 50 461 11,4 19,6 2 5,4 120 0,186 125 1,188 97,6 31 Fox Ck @ Route 106 13-10-97 1997 10 54-97-8700508 0,354 0,1 81,1 1 36,27 0,1 86,6 50 488 4 3,4 2 10 280 0,164 150 1,067 116,9 31 Fox Ck @ Route 106 18-6-98 1998 6 54-98-88 0,322 0,1 44 1 16,6 0,1 47,7 75 260 230 2,7 2,5 2 7,4 515 0,122 244 1,31 54,2 31 Fox Ck @ Route 106 12-8-98 1998 8 54-98-265 1,01 0,1 31,9 1,1 15,1 0,1 34,2 100 212 3 4,4 2 7,1 2419 0,127 300 0,81 47,6 31 Fox Ck @ Route 106 13-9-98 1998 9 54-98-369 0,37 0,1 33,1 1 15,7 0,1 13,4 150 220 2,3 1,9 2 8,5 560 0,113 500 1,29 51,1 31 Fox Ck @ Route 106 12-10-98 1998 10 54-98-406 0,009 0,1 19,8 1 9,1 0,1 23,7 200 140 1,8 2,4 2 10,1 460 0,1 250 1,163 31,4 31 Fox Ck @ Route 106 22-6-99 1999 6 54-99-81 0,129 0,1 99,9 1,3 49,4 0,1 214 50 880 5,6 2,7 3 9,8 130 0,15 0,52 158 31 Fox Ck @ Route 106 27-7-99 1999 7 54-99-182 0,278 0,1 102 1,32 43 0,1 90 15 548 7 2,2 3 8,5 450 0,155 0,68 134 31 Fox Ck @ Route 106 29-8-99 1999 8 54-99-250 0,671 0,1 42,7 5 18 0,1 45,9 100 263 2,5 7,5 2 7,4 2000 0,1 1,92 60,2 31 Fox Ck @ Route 106 3-10-99 1999 10 54-99-356 0,403 0,1 21,3 1 10,3 0,1 19,2 200 127 1,6 1,5 2 10,4 190 0,1 0,94 33,7 31 Fox Ck @ Route 106 31-10-99 1999 10 54-99-436 0,232 0,1 22,1 1 9,6 0,1 25,5 100 134 1,6 1,3 2 220 0,1 0,73 31,6 31 Fox Ck @ Route 106 15-8-00 2000 8 54-00-393 0,335 0,1 68,8 1 27,2 0,1 51,5 60 340 3,4 2,2 2 7,3 8160 0,121 1,12 84,3 31 Fox Ck @ Route 106 24-9-00 2000 9 54-00-807 1,09 0,1 89,5 1 34,9 0,1 65,5 200 418 3 2,2 2 8,81 6490 0,151 2,1 109 31 Fox Ck @ Route 106 29-10-00 2000 10 54-00-954 1,05 0,1 13,4 1 7,12 0,1 17,6 400 110 2,9 3,8 2 10,85 960 0,1 1,91 24,4 44 Halls Ck Near Mouth 22-6-99 1999 6 54-99-79 0,2 0,1 45,2 1,5 23,6 0,1 79,9 40 407 2,9 1 2 10,4 400 0,1 0,51 83,2 44 Halls Ck Near Mouth 27-7-99 1999 7 54-99-183 0,218 0,1 63,2 1 28,1 0,1 57,2 30 367 4,8 1,3 2 7,6 410 0,1 0,68 89,2 28 Halls Ck North Branch 18-6-97 1997 6 54-97-8700066 0,0501 0,1 59,9 1 20,7 0,1 17 30 180 3,9 0,5 2 10,3 0,1 0,2 63,6 28 Halls Ck North Branch 15-7-97 1997 7 54-97-8700198 0,0532 0,1 60,2 1 20,4 0,1 13,4 20 173 3,5 3 2 9,5 0,1 0,298 62,5 28 Halls Ck North Branch 12-8-97 1997 8 54-97-8700355 0,0318 0,1 64,6 1 22,7 0,1 13,5 30 184 0,5 1,1 2 9,6 0,1 0,325 69,9 28 Halls Ck North Branch 14-9-97 1997 9 54-97-8700430 0,0451 0,1 67,1 1 22,1 0,1 15,5 30 197 1,5 0,5 2 8,4 0,1 0,29 68,4 28 Halls Ck North Branch 13-10-97 1997 10 54-97-8700515 0,0241 0,1 65,2 1 22,51 0,1 12,2 10 185 2,5 0,5 2 10,6 0,1 0,159 69,4 28 Halls Ck North Branch 18-6-98 1998 6 54-98-85 0,096 0,1 46,7 1 14,4 0,1 15,4 30 154 110 2,5 1 2 9,6 67 0,1 34 0,262 45,4 28 Halls Ck North Branch 13-8-98 1998 8 54-98-262 0,0276 0,1 63,2 1 22,5 0,1 22,5 20 216 4 0,7 2 10 368 0,1 181,5 0,267 68,9 28 Halls Ck North Branch 13-9-98 1998 9 54-98-374 0,0417 0,1 67,2 1 21,3 0,1 22,7 20 211 3,1 2,3 2 10,4 22 0,1 9 0,245 65,5 28 Halls Ck North Branch 12-10-98 1998 10 54-98-411 0,0409 0,1 66,1 1 22,4 0,1 21,6 30 219 3,8 0,8 2 10,2 60 0,1 20 0,205 68,7 28 Halls Ck North Branch 28-6-01 2001 6 54-01-1027 0,035 0,1 72,5 1 23 0,1 23,4 20 236 1,5 0,6 2 9,29 270 0,1 0,158 70,9 28 Halls Ck North Branch 26-7-01 2001 7 54-01-1057 0,124 0,1 82,9 1 23,8 0,1 39,4 300 323 3,9 1,8 2 7,97 380 0,127 0,422 75,2 28 Halls Ck North Branch 21-8-01 2001 8 54-01-1070 0,022 0,1 76,5 1 25,1 0,1 20,3 15 228 4,2 0,5 2 9,56 40 0,1 0,166 77,3 28 Halls Ck North Branch 24-9-01 2001 9 54-01-1107 0,023 0,1 78,2 1 25,2 0,1 18,9 15 226 4,6 0,5 2 9,78 10 0,1 0,131 77,6 28 Halls Ck North Branch 5-11-01 2001 11 54-01-1137 0,012 0,1 30,9 1 24,1 0,1 11 5 117 1,1 0,5 2 9,88 10 0,1 0,073 74,8 64 Halls Ck North Branch @ Just above mouth 28-6-01 2001 6 54-01-1024 0,044 0,1 78,5 1 24,1 0,1 36,4 30 292 1,5 0,8 2 7,54 310 0,1 0,444 75,6 64 Halls Ck North Branch @ Just above mouth 26-7-01 2001 7 54-01-1054 0,06 0,1 83,5 1 25,5 0,1 39,3 40 309 3,2 1,4 2 7,87 210 0,107 0,656 80,4 64 Halls Ck North Branch @ Just above mouth 22-8-01 2001 8 54-01-1073 0,12 0,1 81,9 1,72 36 0,1 250 100 1040 4,5 2,5 3 6,57 2000 0,121 0,745 157 64 Halls Ck North Branch @ Just above mouth 24-9-01 2001 9 54-01-1104 0,156 0,1 86,1 1 28,6 0,1 48,4 40 344 6,3 1,1 2 8,66 150 0,141 0,86 91,5 64 Halls Ck North Branch @ Just above mouth 5-11-01 2001 11 54-01-1131 0,041 0,1 88,5 1 28,6 0,1 36,2 30 317 1,7 0,7 2 10,54 30 0,109 0,477 89,9 27 Halls Ck West Branch @ Briardale St 16-7-97 1997 7 54-97-8700221 0,0803 0,1 83,1 1 46,6 0,1 54,3 20 413 0,5 2 3 10,2 0,15 0,398 139 27 Halls Ck West Branch @ Briardale St 12-8-97 1997 8 54-97-8700354 0,0271 0,1 95,3 1 60,1 0,1 64 10 512 0,5 2,6 3 8,6 0,117 0,288 177,7 27 Halls Ck West Branch @ Briardale St 14-9-97 1997 9 54-97-8700451 0,151 0,1 83,9 1 45,2 0,1 62,8 50 477 1,1 1,7 3 8,3 0,145 0,499 136,3 27 Halls Ck West Branch @ Briardale St 13-10-97 1997 10 54-97-8700536 0,032 0,1 91,5 1 61,32 0,1 59,1 10 518 1,6 0,5 4 11,5 0,15 0,279 181,6 27 Halls Ck West Branch @ Briardale St 18-6-98 1998 6 54-98-81 0,131 0,1 79,5 1 39,1 0,1 49,1 30 394 310 3,7 1,6 2 9,8 283,3333333 0,134 300 0,387 119,5 27 Halls Ck West Branch @ Briardale St 13-8-98 1998 8 54-98-258 0,14 0,1 100 1 60,7 0,1 60,6 20 526 4,4 1,8 3 9,9 880 0,124 750 0,48 179,2 27 Halls Ck West Branch @ Briardale St 13-9-98 1998 9 54-98-396 0,115 0,1 102 1 49,9 0,1 68,4 20 506 2,8 3,1 3 9,2 2419 0,163 300 0,349 148,9 27 Halls Ck West Branch @ Briardale St 12-10-98 1998 10 54-98-433 0,0639 0,1 75,7 1 39,1 0,1 49 60 380 2,9 2,3 2 9,9 291 0,105 90 0,478 116,6 27 Halls Ck West Branch @ Briardale St 28-6-01 2001 6 54-01-1022 0,041 0,1 96,1 1 55,1 0,1 61,9 15 486 2,2 1,1 3 9,22 320 0,141 0,2 164,6 27 Halls Ck West Branch @ Briardale St 26-7-01 2001 7 54-01-1052 0,064 0,1 93,9 1 49,2 0,1 53,9 20 467 4,7 2,7 3 8,84 1010 0,153 0,235 146 27 Halls Ck West Branch @ Briardale St 21-8-01 2001 8 54-01-1069 0,031 0,1 102 1 53 0,1 53,4 10 476 5,8 0,9 3 9,2 290 0,216 0,2 158 27 Halls Ck West Branch @ Briardale St 24-9-01 2001 9 54-01-1102 0,036 0,1 103 1 55,8 0,1 61 5 507 7,2 1,4 3 9,86 340 0,246 0,209 166 27 Halls Ck West Branch @ Briardale St 5-11-01 2001 11 54-01-1138 0,029 0,1 90,8 1 52,2 0,1 61,9 10 493 2,3 1,1 3 10,89 120 0,196 0,201 156 75 Halls Ck West Branch @ Meadowvale Rd 5-6-97 1997 6 54-97-8700085 0,151 0,1 65,8 1 37,2 0,1 61,8 60 373 1,1 1,2 2 11,6 0,101 0,474 111,8 26 Halls Ck West Branch @ Wheeler Blvd 5-6-97 1997 6 54-97-8700084 0,0684 0,1 73 1 40,3 0,1 68,6 40 408 0,8 0,8 2 12,3 350 0,1 185 0,451 120,8
Page 3 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 5 1,52 8,88 0,043 421 0,01 5 150 0,05 0,05 0,05 1 7 8,46 1 261 15 1429,093 22,6 0,2 2,9 0,02 0,7 5 5 1,91 10,3 0,051 469 0,01 5 150 0,05 0,05 0,05 1 7 8,13 1 294 15 1610,704 18,2 0,2 3,31 0,022 0,6 5,5 5 1,19 6,85 0,042 269 0,018 5 150 0,05 0,05 0,05 1 7 8,41 1 192 15 989,299 25,9 0,2 3,14 0,017 0,6 5 5 1,51 8,42 0,027 368 0,01 5 150 0,05 0,05 0,05 1 7 8,46 1 260 15 1343,194 22 0,27 3,53 0,021 0,7 5 1 0,827 1,5 0,094 8,12 0,013 5 25 0,05 0,05 0,06 1 1 7,76 1 5,05 15 55,962 23,5 0,3 3,95 0,015 0,9 5 2 0,955 1,89 0,111 8,07 0,037 5 25 0,05 0,05 0,054 1 1 7,79 1 5,91 15 64,425 22,7 0,3 3,04 0,022 1,8 5 2 1,31 3,66 0,296 20,2 0,019 5 25 0,05 0,05 0,05 1 1 7,72 1 8,98 15 113,005 18,6 0,3 2,07 0,021 4,2 5 2 1,37 3,72 0,312 20,5 0,015 5 25 0,05 0,05 0,05 1 1 7,74 1 9,18 15 114,561 0,3 2,14 0,021 4,4 5 2 1,32 2,57 0,237 11,2 0,01 5 25 0,05 0,05 0,05 1 1 7,89 1 7,3 15 83,227 0,3 2,91 0,013 3,1 5 2 1,3 2,58 0,246 11,3 0,01 5 25 0,05 0,05 0,05 1 1 7,87 1 7,35 15 81,502 17,1 0,3 2,92 0,013 3,2 5 2 1,07 2,62 0,145 12,3 0,018 5 25 0,05 0,05 0,05 1 1 7,69 1 9,72 15 85,169 8 0,3 2,27 0,013 2,2 5 5 2,16 10,4 0,141 105 0,021 5 150 0,05 0,28 0,33 1 7 8,2 1 23,2 15 477,531 17,9 0,405 5,78 0,019 1,1 9,9 3 1,92 6,04 0,063 52,4 0,034 5 65 0,05 0,463 0,513 1 2 8,07 1 22,1 15 270,497 22,5 0,711 8,27 0,031 22,2 9,3 4 2,02 7,45 0,079 55,6 0,01 5 110 0,05 0,085 0,135 1 4 8,16 1 17,9 15 292,606 18,8 0,3 5 0,017 0,9 5 4 2,15 7,71 0,061 64,5 0,01 5 110 0,05 1,04 1,09 1 4 7,97 1 34,4 15 329,589 16,6 1,35 6,25 0,016 10,9 5 4 2,1 9,26 0,069 79,9 0,01 5 110 0,05 0,331 0,381 1 4 8,01 1 25,7 15 395,576 8 0,506 5,47 0,008 4,3 5 2 0,817 2 0,151 18,7 0,01 10 25 0,05 0,12 0,17 1 1 7,3 1 3,82 2 2419 9,8 0,58 14,2 0,052 2,5 28 3 1,2 3,6 0,204 31,9 0,064 10 65 0,05 0,51 0,56 1 2 7,81 1 7,7 7 7085 21,5 0,77 16 0,096 5,5 10 4 2,81 7,4 0,205 70,2 0,043 10 110 0,05 0,39 0,44 1 4 8,04 1 15,2 4 2160 21,1 0,48 8 0,026 4,8 10 3 2,8 5,2 0,377 56 0,168 10 65 0,05 0,79 0,84 8,5 2 7,72 1 15,9 30 2525 19 0,74 6,8 0,064 11,1 57 3 2,66 6,4 0,169 55,58 0,04 10 65 0,05 0,28 0,33 1 2 7,61 1 13,4 21 1470 6 0,66 8,7 0,054 7,5 33 2 0,05 1,42 3,1 0,311 29,1 0,072 10 25 0,05 0,24 0,29 1,2 1 7,78 1 5,78 20 1841,666667 20,7 0,55 16 0,075 8,5 10 2 1,65 2,4 0,238 21,7 0,051 10 25 0,05 0,51 0,56 3,4 1 7,61 1 10,6 100 2419 18 0,64 5,8 0,09 48,8 17 2 1,27 2,9 0,133 23,7 0,063 10 25 0,05 0,2 0,25 1 1 7,25 7,49 1 8,96 26,5 6490 15 0,72 20,6 0,04 8,7 28 2 1,65 2,1 0,117 16,3 0,01 11 25 0,05 0,17 0,22 1,6 1 6,9 7,13 1 6,31 44 24190 10 0,64 19,7 0,06 20,3 12 4 3,21 13,5 0,363 115 0,056 5 110 0,05 0,28 0,3 1 4 8,04 1 24 15 481,552 24,1 0,49 8,85 0,031 4,5 7,4 4 2,66 6,42 0,446 57,8 0,016 5 110 0,05 0,1 0,1 1 4 8,12 1 12,7 20 275,79 21,9 0,56 7,19 0,036 10,3 5 2 1,94 3,74 0,34 29,3 0,069 25 25 0,05 0,46 0,46 1,24 1 7,24 1 8,77 170 19 0,89 19,3 0,093 45,8 25 2 0,743 1,72 0,081 13,4 0,027 5 25 0,05 0,14 0,14 1 1 6,95 1 4,6 15 64,895 11 0,72 27,6 0,053 2,1 5,2 2 0,788 1,86 0,105 13,7 0,026 5 25 0,05 0,15 0,16 1 1 7,24 1 5,07 15 0,51 16,3 0,03 4,6 6,7 3 1,84 3,98 0,139 33,9 0,036 5 65 0,05 0,69 0,69 1 2 7,75 1 11,4 24 175,88 18,7 0,5 7,12 0,056 18,7 5,3 3 2,2 5,34 0,442 42,5 0,026 5 65 0,05 0,27 0,28 1 2 7,25 7,9 1 13,2 60 222,376 14,6 0,4 8,31 0,038 44,3 9,1 1 2,03 1,6 0,189 12,4 0,029 5 25 0,05 0,37 0,37 1,47 1 6,5 7,17 1 7,25 90 60,961 6,8 0,82 15,5 0,069 37,3 28 3 1,37 5,91 0,282 43 0,046 5 65 0,05 0,32 0,32 1 2 7,92 1 18,1 15 201,517 16,1 0,32 7,67 0,037 8,2 5 3 1,69 4,6 0,44 37,8 0,04 5 65 0,05 0,38 0,38 1 2 7,87 1 16,6 15 187,039 16,7 0,4 4,81 0,035 10,2 5 3 1,014 2,9 0,145 12,1 0,01 10 65 0,05 0,05 0,1 1 2 7,91 1 4,9 1 12 0,2 4,1 0,006 1 10 3 0,842 2,8 0,107 11,1 0,016 10 65 0,05 0,09 0,14 1 2 8,05 1 5,02 1 13,6 0,2 4,8 0,007 1,8 28 3 0,943 3,2 0,164 11,7 0,01 10 65 0,05 0,1 0,15 1 2 7,92 1 4,79 1 12,9 0,2 4,4 0,005 2,2 10 3 1,01 3,2 0,145 13,3 0,017 10 65 0,05 0,09 0,14 1 2 7,87 1 7,17 0 14 0,2 4,3 0,005 1,7 10 3 1,13 3,2 0,052 12,06 0,01 10 65 0,05 0,04 0,09 1 2 7,63 1 6,43 0,7 5,3 0,2 4,1 0,005 1,1 10 2 0,05 0,86 2,3 0,157 10,9 0,018 10 25 0,05 0,07 0,12 1 1 7,96 1 4,72 0 1841,666667 13,6 0,2 5,3 0,009 1,5 10 3 0,864 3,1 0,11 15,9 0,013 10 65 0,05 0,09 0,14 1 2 8 1 6,38 1 1553 11,8 0,2 4,1 0,008 2 10 3 0,923 3 0,092 16,2 0,01 10 65 0,05 0,05 0,1 1 2 7,7 8,01 1 5,52 0,4 649 13 0,2 4,2 0,005 1,5 25 3 1,13 3,1 0,061 16,2 0,01 10 65 0,05 0 0,05 1 2 7,5 7,94 1 5,82 2 2419 10 0,28 4,9 0,014 2,9 10 3 0,762 3,27 0,163 14,2 0,03 5 65 0,05 0,08 0,13 1 2 8,13 1 5,16 15 114,332 13,4 0,3 3,68 0,013 1,4 6,5 3 1,37 3,8 0,109 28,3 0,121 5 65 0,05 0,224 0,274 1 2 8,14 1 10,7 15 159,114 18,7 0,538 7,81 0,032 35,9 5 3 0,728 3,57 0,084 13,6 0,01 5 65 0,05 0,05 0,084 1 2 8,06 1 5,4 15 115,349 13,5 0,3 2,89 0,015 1,4 5 3 0,883 3,58 0,054 13,4 0,01 5 65 0,05 0,05 0,099 1 2 7,99 1 6,1 15 115,736 13,1 0,3 3,25 0,009 1 5 3 0,83 3,55 0,028 14 0,01 5 65 0,05 0,05 0,05 1 2 7,75 1 7,65 15 80,112 7,9 0,3 3,07 0,006 0,4 6,1 3 0,925 3,73 0,449 20,6 0,013 5 65 0,05 0,05 0,06 1 2 8,1 1 6,19 15 140,355 22,3 0,3 5,39 0,021 2,9 5,3 3 0,959 4,04 0,321 26 0,059 5 65 0,05 0,074 0,124 1 2 8,02 1 6,4 34 154 19,3 0,3 6,13 0,027 14 5 4 3,99 16,4 2,07 134 0,073 5 110 0,05 0,055 0,105 1,01 4 7,71 1 36,8 470 529,868 17,4 0,3 4,93 0,22 65,2 13 3 1,58 4,88 0,36 32,7 0,021 5 65 0,05 0,05 0,05 1 2 7,81 1 8,22 83 177,786 17,5 0,3 6,04 0,035 9,3 5 3 1,19 4,52 0,208 25,5 0,019 5 65 0,05 0,05 0,076 1 2 8,11 1 8,07 15 158,36 8 0,3 3,87 0,017 5 6,2 4 1,28 5,5 0,141 29,9 0,029 10 110 0,05 1,47 1,52 1 4 8,22 1 32,7 4 13,5 0,32 4,1 0,015 3,6 13 4 1,54 6,7 0,16 35,7 0,01 10 110 0,05 1,1 1,15 1 4 8,04 1 53,4 2 16,5 0,25 2,7 0,012 1,5 12 4 1,84 5,7 0,189 35,3 0,029 10 110 0,05 1,63 1,68 1 4 7,81 2,7 44,7 4 16 0,48 6,4 0,016 4,4 17 5 1,46 6,91 0,124 33,42 0,01 10 150 0,05 1,48 1,53 1 7 7,87 1 61,6 0,6 5 0,32 3,1 0,006 1,6 10 3 0,05 1,26 5,3 0,166 28 0,041 10 65 0,06 2,04 2,1 1 2 8,2 1 30,7 2 5075,666667 14,6 0,42 5,2 0,018 3,7 11 4 1,69 6,7 0,11 36,3 0,015 10 110 0,05 1,47 1,52 1 4 8,03 1 60 7 1798,5 13,2 0,29 3,6 0,02 5,2 10 4 1,64 5,9 0,112 38,3 0,014 10 110 0,05 0,91 0,96 1 4 7,75 8,01 1 36,8 2,4 2419 15 0,34 4 0,019 2,6 10 3 1,97 4,6 0,105 31,5 0,01 10 65 0,05 0,82 0,87 1 2 7,75 7,97 1 28,8 8,2 2419 11,5 0,46 7,7 0,031 9,5 22 4 1,23 6,57 0,143 34,5 0,02 5 110 0,05 1,55 1,6 1 4 8,23 1 37,4 15 261,981 19,2 1,84 3,15 0,026 2,6 6,4 4 1,28 5,53 0,078 28 0,062 5 110 0,05 1,53 1,58 1 4 8,12 1 43,9 15 245,688 16,3 1,76 3,59 0,038 12,1 5 4 1,15 6,17 0,088 27,6 0,014 5 110 0,05 1,46 1,51 1 4 8,15 1 43,9 15 253,651 16,6 1,72 1,98 0,041 1,8 5 4 1,46 6,45 0,082 34,5 0,01 5 110 0,05 0,79 0,84 1 4 8,01 1 49,1 15 274,412 16,1 1,17 2,66 0,035 2 5,6 4 1,33 6,24 0,1 30,5 0,01 5 110 0,05 1,37 1,42 1 4 8,07 1 43,9 15 257,375 8,4 1,91 2,24 0,032 1,4 6 3 1,25 4,6 0,195 33,3 0,039 10 65 0,05 1,27 1,32 1 2 7,96 1 23,1 6 9,6 0,36 5,9 0,021 7 10 3 1,21 4,9 0,246 37,1 0,01 10 65 0,05 1,19 1,24 1 2 8,02 1 22,9 2 3250 9,4 0,2 5,2 0,013 2,1 10
Page 4 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 26 Halls Ck West Branch @ Wheeler Blvd 16-7-97 1997 7 54-97-8700220 0,0784 0,1 91,2 1 47,5 0,1 75,8 30 462 1,5 1,8 3 10,4 585 0,1 296 0,46 141,7 26 Halls Ck West Branch @ Wheeler Blvd 12-8-97 1997 8 54-97-8700353 0,0698 0,1 99,4 1 53,3 0,1 74,2 20 521 0,5 2,1 3 6,4 435 0,129 540 0,407 159 26 Halls Ck West Branch @ Wheeler Blvd 14-9-97 1997 9 54-97-8700450 0,187 0,1 88,6 1 44,4 0,1 73,4 50 502 1,1 3,4 3 7,5 345 0,141 355 0,629 133,9 26 Halls Ck West Branch @ Wheeler Blvd 13-10-97 1997 10 54-97-8700535 0,074 0,1 96,7 1 59,47 0,1 79,8 10 541 0,5 0,5 3 9,9 85 0,136 40 0,447 177,2 26 Halls Ck West Branch @ Wheeler Blvd 18-6-98 1998 6 54-98-84 0,223 0,1 80,7 1 37,3 0,1 57,7 50 412 300 4,1 2,9 2 8,6 613 0,154 213,3333333 0,497 114,1 26 Halls Ck West Branch @ Wheeler Blvd 13-8-98 1998 8 54-98-261 0,248 0,1 96,9 1 53,3 0,1 78,8 40 561 1,7 3,5 3 7,7 2815 0,128 1815 0,867 157,8 26 Halls Ck West Branch @ Wheeler Blvd 13-9-98 1998 9 54-98-393 0,166 0,1 96,3 1 45,4 0,1 73,5 20 491 3 2,8 3 8,6 390 0,15 410 0,487 135,2 26 Halls Ck West Branch @ Wheeler Blvd 12-10-98 1998 10 54-98-437 0,152 0,1 74 1 35 0,1 57,6 250 392 2,2 4,3 2 9 228 0,102 480 0,656 104,7 26 Halls Ck West Branch @ Wheeler Blvd 12-10-98 1998 10 54-98-436 0,121 0,1 73,7 1 35,1 0,1 56,4 200 391 4,2 4,4 2 9 387 0,1 640 0,71 104,9 26 Halls Ck West Branch @ Wheeler Blvd 12-10-98 1998 10 54-98-430 0,115 0,1 74 1 33,2 0,1 56,9 250 388 4,8 4,2 2 9 488 0,1 480 0,595 99 26 Halls Ck West Branch @ Wheeler Blvd 7-10-99 1999 10 54-99-377 0,066 0,1 74,4 1 38,4 0,1 50,1 30 391 8,8 1,4 2 11,02 80 0,106 0,28 114 26 Halls Ck West Branch @ Wheeler Blvd 7-10-99 1999 10 54-99-376 0,062 0,1 73,7 1 38,3 0,1 48,6 30 387 8,3 1,4 2 11,02 160 0,105 0,27 114 26 Halls Ck West Branch @ Wheeler Blvd 31-10-99 1999 10 54-99-456 0,051 0,1 70,8 1 37,3 0,1 52,8 10 358 4 1,3 2 80 0,1 0,33 112 26 Halls Ck West Branch @ Wheeler Blvd 15-8-00 2000 8 54-00-390 0,274 0,1 95 1 43 0,1 76,9 40 495 5 2,4 3 8,2 9210 0,14 0,75 129 26 Halls Ck West Branch @ Wheeler Blvd 24-9-00 2000 9 54-00-812 0,468 0,1 62,3 1 35,2 0,1 46,6 400 357 2,3 2,9 2 8,37 24190 0,101 2,32 107 26 Halls Ck West Branch @ Wheeler Blvd 29-10-00 2000 10 54-00-975 0,89 0,1 38,5 1,19 15,8 0,1 28,5 50 199 4,6 5,1 2 8,24 5790 0,1 0,57 51,4 26 Halls Ck West Branch @ Wheeler Blvd 28-6-01 2001 6 54-01-1026 0,034 0,1 103 1 54,6 0,1 76 20 526 2 1,8 3 9,21 490 0,135 0,215 163,4 26 Halls Ck West Branch @ Wheeler Blvd 26-7-01 2001 7 54-01-1055 0,17 0,1 85,8 1 44,3 0,1 68,7 300 493 4,4 3,4 3 5,77 1650 0,136 0,338 131 26 Halls Ck West Branch @ Wheeler Blvd 22-8-01 2001 8 54-01-1074 0,052 0,1 94,7 1 50,8 0,1 52 20 465 6 2,9 3 4,99 740 0,212 0,212 151 26 Halls Ck West Branch @ Wheeler Blvd 24-9-01 2001 9 54-01-1106 0,182 0,1 83,1 1 38,9 0,1 68,7 30 444 5,4 2,2 2 7,11 560 0,179 0,401 116 26 Halls Ck West Branch @ Wheeler Blvd 5-11-01 2001 11 54-01-1132 0,035 0,1 104 1 53,5 0,1 75 20 547 1,8 1,2 3 10,6 290 0,185 0,319 160 29 Humphreys Bk @ Mill Rd Bridge 25-7-01 2001 7 54-01-1038 0,727 0,1 73,3 1,7 25,9 0,1 66 500 392 4,1 5,3 2 7,42 1210 0,198 0,814 81,6 29 Humphreys Bk @ Mill Rd Bridge 15-7-97 1997 7 54-97-8700215 0,192 0,1 38,8 1,1 16,8 0,1 36,8 60 214 1,7 1,7 2 9,6 75 0,422 150 1,015 53,1 29 Humphreys Bk @ Mill Rd Bridge 12-8-97 1997 8 54-97-8700361 0,0441 0,1 66,6 1 26 0,1 49,1 40 313 0,5 3,3 2 8,3 505 0,271 525 0,759 81,4 29 Humphreys Bk @ Mill Rd Bridge 14-9-97 1997 9 54-97-8700425 0,0257 0,1 41,9 1 18,5 0,1 59 40 289 0,8 0,5 2 8,4 30 0,113 15 0,152 59,4 29 Humphreys Bk @ Mill Rd Bridge 13-10-97 1997 10 54-97-8700510 0,0141 0,1 45,6 1 20,42 0,1 59,1 30 311 2,2 0,5 2 10,8 2 0,112 2 0,106 65,1 29 Humphreys Bk @ Mill Rd Bridge 18-6-98 1998 6 54-98-87 0,151 0,1 43,2 1 16,3 0,1 53,6 75 277 220 2,4 3 2 8,8 593,3333333 0,139 500 0,913 53,1 29 Humphreys Bk @ Mill Rd Bridge 13-8-98 1998 8 54-98-264 0,373 0,1 47,9 1,2 26,5 0,1 98,1 100 461 4,5 3,6 2 9,3 1975 0,142 635 1,32 82,2 29 Humphreys Bk @ Mill Rd Bridge 13-9-98 1998 9 54-98-394 0,168 0,1 43,4 1 20,8 0,1 75,7 40 359 1,1 0,9 2 9,1 40 0,163 70 0,386 67,2 29 Humphreys Bk @ Mill Rd Bridge 18-9-98 1998 9 52-98-1213 0,146 0,1 58,6 1 24,9 0,1 97,9 50 429 1,3 1,9 2 10,48 10,48 2419 0,165 1,05 79,1 29 Humphreys Bk @ Mill Rd Bridge 12-10-98 1998 10 54-98-431 0,133 0,1 39,4 1 17,2 0,1 55,3 100 288 1,6 2,3 2 9,8 190 0,1 210 0,606 53,2 29 Humphreys Bk @ Mill Rd Bridge 22-6-99 1999 6 54-99-80 0,047 0,1 80,2 1,5 27,7 0,1 61,8 60 384 3,6 1,7 2 8,5 1330 0,245 0,44 88,4 29 Humphreys Bk @ Mill Rd Bridge 22-7-99 1999 7 52-99-1042 0,011 0,1 28,9 1 9,83 0,1 9,07 5 103 1,3 0,5 2 880 0,1 0,06 30,1 29 Humphreys Bk @ Mill Rd Bridge 1-9-99 1999 9 54-99-252 0,005 0,1 66,8 1 26,2 0,1 61,9 40 317 8,3 1,2 2 8,5 160 0,186 0,05 83 29 Humphreys Bk @ Mill Rd Bridge 3-10-99 1999 10 54-99-357 0,21 0,1 24,5 1 11,7 0,1 31 150 174 1,4 1,6 2 19 60 0,104 0,88 38,3 29 Humphreys Bk @ Mill Rd Bridge 31-10-99 1999 10 54-99-437 0,116 0,1 23,8 1 11,9 0,1 30,7 75 174 1,5 1,3 2 10 0,1 0,53 38,6 29 Humphreys Bk @ Mill Rd Bridge 2-11-99 1999 11 54-99-506 0,149 0,1 26,9 1 12,6 0,1 33,2 100 186 1,4 1,4 2 2 0,1 0,54 41 29 Humphreys Bk @ Mill Rd Bridge 15-8-00 2000 8 54-00-391 0,104 0,1 53,5 1 21,1 0,1 106 50 468 3 1,8 2 9,1 1470 0,135 0,609 67,3 29 Humphreys Bk @ Mill Rd Bridge 24-9-00 2000 9 54-00-810 0,097 0,1 52 1 22,6 0,1 71,4 50 357 1,7 1,2 2 9,31 460 0,104 0,73 72,2 29 Humphreys Bk @ Mill Rd Bridge 29-10-00 2000 10 54-00-955 0,901 0,1 23,5 1 9,41 0,1 24,7 400 148 3,3 5,3 2 12,1 640 0,1 2,16 32 29 Humphreys Bk @ Mill Rd Bridge 28-6-01 2001 6 54-01-1023 0,051 0,1 81 1 31 0,1 66,8 80 402 2,2 2 2 7,39 1330 0,185 0,394 99 29 Humphreys Bk @ Mill Rd Bridge 21-8-01 2001 8 54-01-1067 0,055 0,1 102 1,03 31,6 0,1 57,8 40 413 5,3 1,5 2 7,39 830 0,248 0,384 100 29 Humphreys Bk @ Mill Rd Bridge 24-9-01 2001 9 54-01-1105 0,338 0,1 48,8 1 23,8 0,1 74,5 60 389 3,7 3,5 2 7,22 830 0,169 0,745 74,9 29 Humphreys Bk @ Mill Rd Bridge 5-11-01 2001 11 54-01-1135 0,034 0,1 71,9 1 28,5 0,1 76 40 427 1,4 1,5 2 11,11 50 0,16 0,395 91,8 54 Humphreys Bk @ Station 1 5-6-97 1997 6 54-97-8700061 3,4 0,1 35,1 5,1 10,5 15,4 1 69,9 500 319 3,4 10 2 0,18 7,92 68,8 30 Humphreys Bk @ TCH 18-6-97 1997 6 54-97-8700060 0,0963 0,1 27,4 1 12,8 0,1 39,1 150 192 2 0,9 2 9,8 0,1 0,424 41 30 Humphreys Bk @ TCH 15-7-97 1997 7 54-97-8700214 0,0687 0,1 38,5 1,1 16,3 0,1 41,1 60 227 1,5 1,1 2 9,8 0,132 0,501 51 30 Humphreys Bk @ TCH 12-8-97 1997 8 54-97-8700356 0,032 0,1 51,8 1 21,2 0,1 45,2 50 266 0,5 1,1 2 8,8 0,106 0,147 66,1 30 Humphreys Bk @ TCH 14-9-97 1997 9 54-97-8700424 0,112 0,1 58,3 1 24 0,1 73,9 60 388 1,4 2,1 2 9,6 0,184 0,959 76 30 Humphreys Bk @ TCH 13-10-97 1997 10 54-97-8700509 0,134 0,1 62 1 26,77 0,1 59,4 50 348 2,5 0,5 2 12,6 0,273 1,215 85 30 Humphreys Bk @ TCH 18-6-98 1998 6 54-98-86 0,082 0,1 27,6 1 11,3 0,1 1,56 75 191 160 1,5 1,6 2 9,3 201,6666667 0,116 150,6666667 0,616 37,3 30 Humphreys Bk @ TCH 13-8-98 1998 8 54-98-263 0,0396 0,1 58,3 1 24,6 0,1 53,8 40 316 3,5 1,3 2 10 776,5 0,128 272,5 0,314 76,7 30 Humphreys Bk @ TCH 13-9-98 1998 9 54-98-370 0,144 0,1 54 1 24,6 0,1 94,3 50 408 2,4 3,5 2 8,7 461 0,163 288 0,844 79,1 30 Humphreys Bk @ TCH 12-10-98 1998 10 54-98-407 0,0951 0,1 23,2 1 12,6 0,1 44,8 75 215 1,5 1,5 2 9,9 20 0,1 21 0,427 40,5 30 Humphreys Bk @ TCH 28-6-01 2001 6 54-01-1028 0,027 0,1 79,4 1 23,5 0,1 52,6 50 354 1,7 1,7 2 7,44 520 0,126 0,138 74,6 30 Humphreys Bk @ TCH 26-7-01 2001 7 54-01-1056 0,036 0,1 86,5 1 24,2 0,1 42,3 30 334 4,2 1,8 2 8,77 250 0,155 0,078 75 30 Humphreys Bk @ TCH 21-8-01 2001 8 54-01-1071 0,022 0,1 115 1 33,7 0,1 38,2 15 363 5,6 1,4 2 8,75 40 0,214 0,07 105 30 Humphreys Bk @ TCH 24-9-01 2001 9 54-01-1108 0,021 0,1 52,5 1 27,8 0,1 96 20 444 2,7 1,7 2 9,74 120 0,126 0,092 88,4 30 Humphreys Bk @ TCH 5-11-01 2001 11 54-01-1136 0,018 0,1 51,7 1 24,6 0,1 71,2 40 376 2,1 1,1 2 12,25 10 0,105 0,145 79,9 55 Jonathan Ck 20m Above Horsman Rd Culvert 18-9-98 1998 9 52-98-1214 0,0143 0,1 87,9 1 41,2 0,1 101 20 506 3,5 0,9 2 12,03 12,03 60 0,13 0,211 119,8 23 Jonathan Ck 7 - Below Horsman Rd 16-7-97 1997 7 54-97-8700222 0,0666 0,1 54,9 1 24 0,1 38 30 249 1,3 0,5 2 10,6 0,201 0,349 69,8 23 Jonathan Ck 7 - Below Horsman Rd 16-7-97 1997 7 54-97-8700217 0,0702 0,1 55,2 1 24,3 0,1 37,6 30 249 2,6 0,6 2 10,6 0,197 0,355 70,6 23 Jonathan Ck 7 - Below Horsman Rd 12-8-97 1997 8 54-97-8700348 0,115 0,1 86,1 1 35,1 0,1 59,7 30 380 0,5 1,9 2 9,1 0,147 0,528 102,1 23 Jonathan Ck 7 - Below Horsman Rd 14-9-97 1997 9 54-97-8700426 0,139 0,1 41,7 1 20 0,1 33,3 60 237 1 1 2 8,7 0,1 0,413 59 23 Jonathan Ck 7 - Below Horsman Rd 13-10-97 1997 10 54-97-8700512 0,0906 0,1 64,2 1 32,6 0,1 50,3 40 330 1,1 0,5 2 12 0,106 0,43 95,5 23 Jonathan Ck 7 - Below Horsman Rd 18-6-98 1998 6 54-98-91 0,126 0,005 56,8 1 16,8 0,1 29,4 70 186 140 1,7 1,4 2 9,4 427,5 0,1 228 0,453 49,8 23 Jonathan Ck 7 - Below Horsman Rd 12-8-98 1998 8 54-98-268 0,258 0,1 68,3 1 31,4 0,1 72,3 50 417 1,1 2,7 2 9 2419 0,144 300 0,648 91,6 23 Jonathan Ck 7 - Below Horsman Rd 13-9-98 1998 9 54-98-395 0,0401 0,1 88,9 1 37,8 0,1 87,1 30 493 2,2 1,1 2 9,5 840 0,139 1280 0,292 110,9 23 Jonathan Ck 7 - Below Horsman Rd 13-9-98 1998 9 54-98-397 0,038 0,1 88,8 1 38,1 0,1 87,5 30 496 2,4 1,1 2 860 0,139 1200 0,284 111,6
Page 5 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 4 1,29 5,6 0,144 39,1 0,038 10 110 0,05 0,57 0,62 1 4 8,26 1 21,5 3 3525 15 0,21 4,6 0,02 3 12 4 1,71 6,3 0,206 39,6 0,046 10 110 0,05 0,53 0,58 1 4 7,81 1 30,9 6 3550 20 0,36 3,9 0,021 3,6 10 4 1,79 5,6 0,205 42 0,039 10 110 0,05 1,26 1,31 1 4 8,07 3,5 38,2 13 4950 16 0,5 6,4 0,031 9,4 30 4 1,59 6,97 0,146 40,26 0,019 10 110 0,05 1,02 1,07 1 4 8,08 1 48,6 7,4 2010 5 0,32 3,7 0,014 3,2 10 3 0,05 1,49 5,1 0,195 33,5 0,056 10 65 0,06 1,35 1,41 1 2 8,1 1 24,8 11 1841,666667 16,1 0,4 5,7 0,03 5,6 14 4 1,99 6 0,178 51,3 0,063 10 110 0,05 1,02 1,07 1,1 4 8,03 1 44,2 20 12438,5 15,2 0,38 5,6 0,046 11,4 11 4 1,57 5,3 0,139 41,3 0,018 10 110 0,05 0,64 0,69 1 4 7,75 7,79 1 28,3 10,6 8660 14 0,27 4,5 0,018 4,4 15 3 1,77 4,2 0,089 37,4 0,01 10 65 0,05 0,58 0,63 1 2 7,75 7,93 1 23,4 19,8 2419 11,5 0,4 6,1 0,046 27,3 10 3 1,85 4,2 0,098 37,5 0,01 10 65 0,05 0,59 0,64 1 2 7,75 7,89 1 24 24,5 2419 11,5 0,45 6,3 0,052 26,8 10 3 1,83 3,9 0,096 36,4 0,01 10 65 0,05 0,59 0,64 1 2 7,75 7,92 1 23,2 17 2419 11,5 0,41 6,2 0,046 26,9 10 3 1,16 4,46 0,098 28,2 0,014 5 65 0,05 2,1 2,1 1 2 7,8 1 22,7 15 199,52 8,7 0,48 6,12 0,018 3,5 5 3 1,26 4,47 0,098 28,5 0,012 5 65 0,05 2,1 2,1 1 2 7,8 1 21,7 15 196,895 8,7 0,46 6,09 0,02 3,5 5 3 1,28 4,56 0,153 28,3 0,025 5 65 0,05 1,25 1,26 1 2 7,94 1 23,8 15 196,746 0,29 5,24 0,019 2,8 7,5 4 1,55 5,22 0,137 43 0,057 5 110 0,05 1,23 1,28 1 4 7,83 1 24 27 257,656 17,4 0,53 5,26 0,041 13,7 11 3 1,34 4,58 0,078 28,2 0,025 5 65 0,05 1,82 1,83 1,4 2 7,75 7,88 1 24,1 140 188,487 14,2 0,37 4,11 0,062 85,2 8,9 2 2,76 2,88 0,139 20,6 0,036 5 25 0,05 0,57 0,57 1,86 1 7,25 7,84 1 12,4 100 110,297 7,9 0,92 11,4 0,065 50 26 4 1,26 6,58 0,175 41,9 0,029 5 110 0,05 0,9 0,95 1 4 8,23 1 29,6 15 276,517 23,2 1,14 4,23 0,021 2,5 6,4 4 1,7 5,06 0,144 33,1 0,151 5 110 0,097 0,912 1,01 1 4 7,96 1 35,4 100 245,012 20,2 1,17 5,72 0,15 162 5,2 4 1,3 5,78 0,125 28,6 0,057 5 110 0,05 0,985 1,04 1 4 7,9 1 46,9 15 247,423 18,9 1,28 4,47 0,037 6,5 11 3 1,68 4,5 0,186 39,1 0,036 5 65 0,05 0,402 0,452 1 2 7,77 1 24,4 15 230,1 18 0,615 4,78 0,022 6,6 6,5 4 1,41 6,31 0,155 37,5 0,026 5 110 0,05 0,918 0,968 1 4 8,17 1 40,7 15 281,81 8,1 1,38 3,2 0,015 3,2 5,9 3 10 10 1,92 4,12 0,491 37,9 0,089 5 65 0,061 0,303 0,364 3,26 2 7,89 1 11,5 91 195,189 23,2 0,468 9,39 10 0,12 94,5 18 2 0,814 2,7 0,254 22,7 0,055 10 25 0,05 0,06 0,11 1,4 1 7,71 1 4,85 12 11170 18,9 0,48 11,3 0,039 9,8 10 3 1,58 4 0,416 30,1 0,024 10 65 0,05 0 0,05 2,2 2 7,99 1 7,44 4 3205 20,2 0,5 9,6 0,03 3,6 11 2 0,917 3,2 0,069 32,8 0,01 10 25 0,05 0,01 0,06 1 1 7,86 3,5 3,33 0 950 17,5 0,5 10,8 0,008 0,6 10 3 1,4 3,42 0,049 36,8 0,01 10 65 0,05 0 0,05 1 2 7,8 1 4,73 0 980 7 0,38 10 0,005 0,6 10 2 0,05 1,05 3 0,433 33 0,078 10 25 0,05 0,04 0,09 1,5 1 7,88 1 4,85 4 13469 20 0,62 15,9 0,038 3,5 10 3 1,99 3,9 0,353 58,5 0,084 10 65 0,05 0,23 0,28 1,7 2 7,75 1 17,1 30 12438,5 16,7 0,67 9,7 0,086 34,9 57 3 0,835 3,7 0,069 40,2 0,011 10 65 0,05 0 0,05 1 2 7,5 7,71 1 4,39 1,7 1960 15 0,53 10,5 0,014 2,6 10 3 0,05 1,25 4,1 0,305 49,7 0,038 10 65 0,05 0,03 0,08 1,2 2 7,81 1 7,91 5 2419 11,8 0,54 9,9 0,028 4,5 10 2 1,43 2,5 0,086 35,2 0,01 10 25 0,05 0 0,05 1 1 7 7,69 1 8,87 9,4 2419 11 0,62 14,5 0,039 13 10 3 1,22 4,68 0,75 36,7 0,043 5 65 0,05 0,17 0,17 1 2 8,05 1 8,37 15 190,838 22,5 0,51 8,45 0,034 3,5 10 1 0,816 1,35 0,02 7,18 0,01 5 25 0,05 0,05 0,05 1 1 7,82 1 6,07 15 52,075 0,2 1,88 0,009 0,3 5 3 1,45 4,27 0,0052 38,2 0,052 5 65 0,05 0,19 0,19 1 2 7,69 1,28 7,98 15 181,175 16,1 0,63 11,1 0,042 3,7 5 2 0,867 2,05 0,072 20,7 0,046 5 25 0,05 0,1 0,1 1 1 7,19 1 5,87 15 88,604 14 0,68 23,8 0,036 2,6 5 2 0,895 2,15 0,079 18,6 0,019 5 25 0,05 0,05 0,06 1 1 7,38 1 6,74 15 0,52 16,3 0,019 1,8 5 2 0,978 2,28 0,083 20,5 0,012 5 25 0,05 0,07 0,08 1 1 7,36 1 7,47 15 94,402 0,52 15,2 0,017 2,5 5 3 0,903 3,56 0,218 62,9 0,029 5 65 0,05 0,05 0,06 1 2 7,73 1 5,51 15 233,413 18,7 0,65 10,7 0,025 5,9 5 3 0,866 3,81 0,191 41,8 0,036 5 65 0,05 0,05 0,05 1 2 7,75 7,87 1 4,26 15 177,287 14,3 0,47 10,5 0,025 6,4 5 2 1,92 2,07 0,149 18,1 0,018 5 25 0,05 0,23 0,23 1,9 1 6,75 7,58 1 10,2 110 84,857 7,1 0,94 15 0,091 42,3 21 3 1,49 5,24 0,458 42,4 0,01 5 65 0,05 0,05 0,05 1 2 8,09 1 8,11 15 204,958 25,1 0,3 10,3 0,033 3,7 5,7 3 1,86 5,2 0,331 40 0,014 5 65 0,05 0,05 0,05 1 2 8 1 11,8 15 210,707 21,1 0,3 6,56 0,034 4,7 5 3 1,72 3,73 0,143 46,7 0,047 5 65 0,05 0,12 0,17 1 2 7,66 1 12,1 22 193,989 17 0,362 6,92 0,049 25,8 6,3 3 1,57 5,05 0,123 45,2 0,014 5 65 0,05 0,05 0,05 1 2 8,03 1 12,4 15 212,801 7,8 0,309 8,47 0,024 4,3 5 3 2,9 7,37 0,91 40,9 1,58 100 65 0,05 0,04 0,09 16 2 7,62 10 17,5 454 11,9 1,8 13,6 0,43 50,4 100 2 0,779 2,2 0,067 22,8 0,021 10 25 0,05 0 0,05 1 1 7,62 1 4,27 2 18,1 0,57 14,7 0,019 1,8 12 2 0,88 2,5 0,083 26,5 0,031 10 25 0,05 0,12 0,17 1 1 7,73 1 4,2 2 17,8 0,65 16,5 0,03 1,9 10 3 1,01 3,2 0,094 29,5 0,01 10 65 0,05 0,03 0,08 1 2 7,87 1 4,18 2 19,1 0,59 13,5 0,011 1,1 10 3 1,51 3,9 0,396 46,4 0,082 10 65 0,05 0,08 0,13 1,3 2 7,83 1 11,6 7 18 0,56 9,6 0,043 6,1 27 3 1,61 4,4 0,472 38,91 0,029 10 65 0,05 0,01 0,06 2,8 2 7,71 1 7,64 9 5,5 0,42 7,2 0,036 7,9 10 2 0,05 0,47 2,2 0,072 23,3 0,025 10 25 0,05 0 0,05 1 1 7,68 1 3,41 1 1841,666667 20,5 0,66 18,5 0,027 0,8 10 3 1 3,7 0,087 32,8 0,013 10 65 0,05 0,05 0,1 1 2 7,95 1 6,32 1 1553 14,6 0,45 11,1 0,018 1,8 10 3 1,15 4,3 0,199 50 0,037 10 65 0,05 0,02 0,07 1,1 2 8,2 7,79 1 5,85 6,1 2419 15 0,48 10,4 0,032 4,4 77 2 1,41 2,2 0,056 24,9 0,01 10 25 0,05 0 0,05 1 1 7,2 7,47 1 6,73 2,8 2419 10 0,6 17 0,013 1,9 10 3 1,26 3,85 0,167 32,4 0,038 5 65 0,05 0,05 0,09 1 2 8,11 1 7,67 15 169,784 19,9 0,3 10,9 0,019 0,9 5 3 1,23 3,55 0,168 30,3 0,022 5 65 0,05 0,05 0,05 1 2 8,15 1 11,1 15 165,246 19,7 0,3 6,96 0,013 1,4 5 3 1,4 5,12 0,312 32 0,013 5 65 0,05 0,05 0,05 1 2 8,26 1 11,2 15 191,467 19,6 0,3 4,34 0,019 0,8 5 3 0,926 4,63 0,086 51 0,01 5 65 0,05 0,05 0,05 1 2 7,94 1 5,86 15 218,27 17,7 0,356 10,7 0,045 0,6 5 3 1,37 4,47 0,071 38,6 0,01 5 65 0,05 0,05 0,05 1 2 7,96 1 11,4 15 183,228 7,5 0,364 9,57 0,01 1,2 5 3 0,05 1,52 4,1 0,029 48,8 0,01 10 65 0,05 0 0,05 1 2 8,19 1 8,41 1,8 687 11,1 0,22 5,1 0,005 0,8 18 3 0,931 2,4 0,054 23,3 0,02 10 65 0,05 0,04 0,09 1 2 8,09 1 8,73 2 14,5 0,33 7,7 0,026 1,9 10 3 1,01 2,4 0,057 23,4 0,015 10 65 0,05 0,04 0,09 1 2 7,99 1 8,6 1 14,5 0,39 8,2 0,026 2,1 11 3 1,69 3,5 0,213 38,4 0,01 10 65 0,05 0,06 0,11 1 2 8,06 1 9,74 3 21,5 0,32 6 0,036 1,7 67 2 1,18 2,2 0,039 23,4 0,018 10 25 0,05 0,06 0,11 1 1 7,85 2,5 15,7 4 19 0,44 10,8 0,017 3,4 27 3 1,62 3,43 0,064 31,32 0,01 10 65 0,05 0 0,05 1 2 7,93 1 13 0,6 5,5 0,29 7,4 0,015 1,6 10 2 0,05 0,743 1,9 0,07 17,5 0,022 10 25 0,05 0,06 0,11 1 1 5,24 1 5,58 2 1553 18 0,43 13,9 0,017 1,5 10 3 1,99 3,2 0,095 46 0,015 10 65 0,05 0,04 0,09 1 2 8,06 1 13,2 20 2419 17,6 0,5 8,2 0,054 10,1 10 3 1,62 4 0,053 51,6 0,01 10 65 0,05 0 0,05 1 2 8 8,02 1 15,4 6,7 2100 14 0,32 6,2 0,011 1,4 10 3 1,61 4 0,049 51,7 0,01 10 65 0,05 0 0,05 1 2 8,04 1 15,4 1,3 1900 0,3 6,3 0,011 1,4 10
Page 6 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 23 Jonathan Ck 7 - Below Horsman Rd 13-9-98 1998 9 54-98-398 0,0379 0,1 88,9 1 37,8 0,1 87,5 20 495 2 1,6 2 1150 0,138 800 0,291 110,9 23 Jonathan Ck 7 - Below Horsman Rd 12-10-98 1998 10 54-98-432 0,13 0,1 55 1 24,9 0,1 51,3 60 319 3,3 1,9 2 10 1330 0,1 1560 0,421 74,1 23 Jonathan Ck 7 - Below Horsman Rd 9-6-99 1999 6 54-99-37 0,026 0,1 61,6 1,5 32 0,1 64,6 10 359 3,5 0,7 2 10,6 60 0,106 0,18 93,4 23 Jonathan Ck 7 - Below Horsman Rd 12-7-99 1999 7 242-99-3059 0,452 0,1 55,5 1 33,8 0,1 101 50 500 4,3 1,7 2 2000 0,284 0,48 99,7 23 Jonathan Ck 7 - Below Horsman Rd 16-8-99 1999 8 242-99-3070 0,716 0,1 33,8 1 14,4 0,1 40,7 150 235 1,1 2,3 2 560 0,1 0,7 43,4 23 Jonathan Ck 7 - Below Horsman Rd 13-9-99 1999 9 242-99-3081 0,276 0,1 56,3 1 29,3 0,1 72,1 40 402 3,5 1,5 2 1440 0,1 0,45 86,8 23 Jonathan Ck 7 - Below Horsman Rd 25-10-99 1999 10 242-99-3092 0,237 0,1 24,9 1 12 0,1 21,2 70 141 1,5 1,2 2 210 0,1 0,41 35,9 23 Jonathan Ck 7 - Below Horsman Rd 6-7-00 2000 7 54-00-98 0,125 0,1 30,5 1 15,3 0,1 25,7 70 186 2,3 1 2 660 0,1 0,368 44,8 23 Jonathan Ck 7 - Below Horsman Rd 14-8-00 2000 8 54-00-125 0,081 0,1 62,4 1 28 0,1 53,7 40 325 4,3 1 2 120 0,111 0,267 81,8 23 Jonathan Ck 7 - Below Horsman Rd 7-9-00 2000 9 54-00-604 0,03 0,1 81 1 39,4 0,1 86,4 5 475 2,6 1,2 2 40 0,1 0,186 114,7 23 Jonathan Ck 7 - Below Horsman Rd 5-6-01 2001 6 54-01-19 0,369 0,1 25,7 1 9,97 0,1 24,5 150 146 1,7 1,4 2 160 0,1 0,571 29,9 23 Jonathan Ck 7 - Below Horsman Rd 26-7-01 2001 7 54-01-359 0,021 0,1 92,2 1 33,3 0,1 63,5 20 427 3,8 1,4 2 270 0,145 0,187 96,4 23 Jonathan Ck 7 - Below Horsman Rd 1-10-01 2001 10 54-01-2149 0,022 0,1 88,2 1 51,4 0,1 157 20 733 4,8 2,4 3 10 0,134 0,127 150 23 Jonathan Ck 7 - Below Horsman Rd 28-10-01 2001 10 54-01-374 0,024 0,1 82,9 1 42,6 0,1 151 30 716 3,3 1,8 3 40 0,111 0,198 125 23 Jonathan Ck 7 - Below Horsman Rd 28-10-01 2001 10 54-01-373 0,025 0,1 81,6 1 45,9 0,1 152 30 717 3,5 1,8 3 60 0,111 0,209 135 56 Jonathan Ck Below Wheeler Blvd 5-6-97 1997 6 54-97-8700062 0,0875 0,1 43,4 1 20,7 0,1 42,9 50 236 0,8 0,5 2 11,1 0,1 0,693 61,6 22 Jones Lake @ Jones Lake 5-6-97 1997 6 54-97-8700063 5,1 0,1 41,5 7,5 19,6 1 243 375 856 6,9 12 2 9,9 24190 0,117 2140 11,9 117,3 22 Jones Lake @ Jones Lake 16-7-97 1997 7 54-97-8700216 0,156 0,1 47,9 1,7 20,8 0,1 39 60 241 2,2 2,5 2 8 250 0,145 164 1,311 61,4 22 Jones Lake @ Jones Lake 12-8-97 1997 8 54-97-8700359 0,221 0,1 66,7 1,4 28,2 0,1 55,4 50 351 0,7 3,1 2 5,8 290 0,301 960 0,84 84,8 22 Jones Lake @ Jones Lake 14-9-97 1997 9 54-97-8700427 0,311 0,1 42,4 1 20,2 0,1 41,1 80 267 1,4 5,3 2 8,2 155 0,156 200 0,898 61,1 22 Jones Lake @ Jones Lake 13-10-97 1997 10 54-97-8700511 3,35 0,1 51,1 2,9 28,18 0,1 63,5 100 365 3,3 4,4 2 10,7 820 0,166 700 3,73 94,4 22 Jones Lake @ Jones Lake 18-6-98 1998 6 54-98-89 0,196 0,1 49,6 1 19,8 0,1 45,5 70 266 230 2 4,9 2 9 240 0,191 163,3333333 0,976 60,6 22 Jones Lake @ Jones Lake 13-8-98 1998 8 54-98-266 0,355 0,1 69,5 1,9 30,9 0,1 70 30 385 1,8 2,9 2 9,4 240 0,307 200 0,991 93,6 22 Jones Lake @ Jones Lake 13-9-98 1998 9 54-98-371 0,147 0,1 69 1 29,2 0,1 67,9 40 390 3,3 2,8 2 7,8 190 0,334 200 0,625 88,6 22 Jones Lake @ Jones Lake 12-10-98 1998 10 54-98-408 0,152 0,1 54,1 1 23,7 0,1 44,4 100 300 3,2 6,2 2 9,1 200 0,154 130 0,906 69,9 22 Jones Lake @ Jones Lake 28-7-99 1999 7 54-99-184 0,031 0,1 65,3 1,39 26,7 0,1 66,6 20 382 3,7 2 2 7,8 30 0,284 0,18 80,1 22 Jones Lake @ Jones Lake 29-8-99 1999 8 54-99-253 0,065 0,1 52,3 1,02 21,4 0,1 52,2 30 313 3,1 3,5 2 6,1 150 0,121 0,34 63,9 22 Jones Lake @ Jones Lake 3-10-99 1999 10 54-99-358 0,48 0,1 29,8 1 15,3 0,1 23 100 175 1,9 4,5 2 270 0,1 1,27 47 22 Jones Lake @ Jones Lake 31-10-99 1999 10 54-99-438 0,162 0,1 34,7 1 15,6 0,1 25,3 70 184 2 4,3 2 10 0,1 0,79 46,7 22 Jones Lake @ Jones Lake 15-8-00 2000 8 54-00-389 0,092 0,1 64,2 1 24,8 0,1 63,9 40 362 3,4 2,3 2 8 170 0,157 0,289 74,4 22 Jones Lake @ Jones Lake 24-9-00 2000 9 54-00-809 0,235 0,1 72,4 1 29,3 0,1 72,6 60 415 2,6 2,8 2 8,76 450 0,137 0,643 87,2 22 Jones Lake @ Jones Lake 29-10-00 2000 10 54-00-956 0,564 0,1 45,1 1 20,2 0,1 37,1 250 237 2,9 5,7 2 11,58 420 0,1 1,48 61 57 Little Riv Below Mitton Brook Confluence 17-9-98 1998 9 52-98-1210 0,0267 0,1 21,4 1 6 0,1 2,71 5 62,9 1,7 0,5 2 10,94 10,94 13 0,1 8 0,053 19,1 41 Little Riv Below Prosser Brook 21-6-99 1999 6 54-99-65 0,021 0,1 17,7 1,5 6,58 0,1 2,56 0 60,2 1,2 0,5 2 10,5 110 0,1 0,05 19,9 41 Little Riv Below Prosser Brook 22-7-99 1999 7 52-99-1038 0,03 0,1 21,6 1 7,92 0,1 3,48 0 70,3 0,8 0,5 2 8,7 160 0,1 0,05 24,1 41 Little Riv Below Prosser Brook 29-8-99 1999 8 54-99-254 0,0092 0,1 32,8 1 11,5 0,1 3,41 5 87,1 2 1,2 2 30 0,1 0,05 32,5 41 Little Riv Below Prosser Brook 2-9-99 1999 9 52-99-1519 0,034 0,1 26,6 1 9,36 0,1 4,02 0 81,7 0,5 0,5 2 940 0,1 0,05 28,5 41 Little Riv Below Prosser Brook 3-10-99 1999 10 54-99-359 0,054 0,1 13,9 1 5,34 0,1 1,88 10 47,4 0,6 0,6 2 16,5 100 0,1 0,06 16,4 41 Little Riv Below Prosser Brook 14-8-00 2000 8 54-00-373 0,021 0,1 25,9 1 8,74 0,1 3,3 0 73,7 1 0,5 2 9,8 170 0,1 0,042 26,6 41 Little Riv Below Prosser Brook 24-9-00 2000 9 54-00-823 0,014 0,1 25,8 1 9,54 0,1 4 5 77,6 0,5 0,5 2 9,43 290 0,1 0,038 28,9 41 Little Riv Below Prosser Brook 29-10-00 2000 10 54-00-957 0,391 0,1 16,5 1 6,83 0,1 3,29 30 56,1 0,8 1,2 2 9,26 240 0,1 0,274 21,2 17 Little Riv Near mouth 3-6-97 1997 6 54-97-8700064 0,0451 0,1 15,1 1 5 0,1 3,39 20 51,8 0,8 0,5 2 11,6 21 0,1 11 0,091 15,8 17 Little Riv Near mouth 16-7-97 1997 7 54-97-8700206 0,02 0,1 22,7 1 8,4 0,1 6,43 5 76 0,9 2 2 9,5 57 0,1 24 0,069 25,5 17 Little Riv Near mouth 11-8-97 1997 8 54-97-8700346 0,0236 0,1 24,2 1 9,5 0,1 8,72 5 94,7 0,5 3 2 10,9 20 0,1 8 0,07 28,7 17 Little Riv Near mouth 14-9-97 1997 9 54-97-8700428 0,0202 0,1 25,5 1 9,5 0,1 8 15 91,3 0,5 0,5 2 9,6 40 0,1 8 0,081 28,7 17 Little Riv Near mouth 13-10-97 1997 10 54-97-8700513 0,0088 0,1 27 1 11,3 0,1 9,29 5 105 0,9 0,5 2 11,4 2 0,1 8 0,053 34 17 Little Riv Near mouth 17-6-98 1998 6 54-98-77 0,0423 0,1 18,3 1 5,3 0,1 3,58 10 57,8 50 0,6 0,6 2 9,9 310 0,1 215 0,089 16,5 17 Little Riv Near mouth 12-8-98 1998 8 54-98-254 0,0136 0,1 25,9 1 9,9 0,1 10,2 5 103 1,8 0,5 2 9,2 2419 0,1 208 0,093 30,1 17 Little Riv Near mouth 13-9-98 1998 9 54-98-372 0,0094 0,1 27 1 10,3 0,1 7,64 5 96,5 1,7 1,1 2 10,2 30 0,1 60 0,074 31,1 17 Little Riv Near mouth 16-9-98 1998 9 52-98-1204 0,0069 0,1 26,7 1 8,7 0,1 8,2 10 94,3 2 0,5 2 9,87 9,87 13 0,1 12 0,055 26,7 17 Little Riv Near mouth 12-10-98 1998 10 54-98-439 0,0295 0,1 18,6 1 7 0,1 4,18 20 64,5 0,7 0,5 2 10,5 47 0,1 30 0,072 21,2 17 Little Riv Near mouth 12-10-98 1998 10 54-98-438 0,0267 0,1 18,5 1 6,9 0,1 4,17 20 63 0,9 1,6 2 10,5 72 0,1 50 0,082 21,3 17 Little Riv Near mouth 12-10-98 1998 10 54-98-409 0,0322 0,1 18,6 1 6,7 0,1 4,16 20 64,7 0,9 0,6 2 10,5 90 0,1 20 0,075 20,4 17 Little Riv Near mouth 21-6-99 1999 6 54-99-74 0,026 0,1 16,4 1,5 7,49 0,1 5,72 5 75,9 1,1 0,5 2 9,6 10 0,1 0,05 22,6 17 Little Riv Near mouth 22-7-99 1999 7 52-99-1044 0,013 0,1 20,9 1 7,26 0,1 6,78 0 78,5 0,6 0,5 2 9,2 40 0,1 0,05 22,7 17 Little Riv Near mouth 29-8-99 1999 8 54-99-255 0,024 0,1 29,8 1 10,5 0,12 11,4 5 113 1,5 2,6 2 2000 0,1 0,1 32,1 17 Little Riv Near mouth 2-9-99 1999 9 52-99-1516 0,018 0,1 29,3 1 11,7 0,1 11,6 0 116 1,7 0,5 2 10 0,1 0,06 35,2 17 Little Riv Near mouth 3-10-99 1999 10 54-99-360 0,068 0,1 14,1 1 5,36 0,1 3,12 10 584 0,8 0,5 2 14 60 0,134 0,11 16,6 17 Little Riv Near mouth 14-8-00 2000 8 54-00-386 0,026 0,1 26,9 1 9,39 0,1 7,05 15 92,6 0,8 0,5 2 9,2 100 0,1 0,056 28,6 17 Little Riv Near mouth 24-9-00 2000 9 54-00-803 0,041 0,1 80 1,1 21,2 0,1 175 50 745 2,6 1,9 2 10,6 20 0,1 0,594 68,7 17 Little Riv Near mouth 29-10-00 2000 10 54-00-958 0,452 0,1 21,9 1 7,94 0,1 5,44 40 84,2 1,1 2 2 12,1 2100 0,1 0,476 25 17 Little Riv Near mouth 28-6-01 2001 6 54-01-1015 0,014 0,1 25,7 1 7,57 0,1 5,55 10 80,5 0,7 0,5 2 7,94 270 0,1 0,06 23,2 17 Little Riv Near mouth 26-7-01 2001 7 54-01-1044 0,0079 0,1 28,1 1 9,19 0,1 8,9 5 99,1 1 0,8 2 9,11 50 0,1 0,061 28,2 17 Little Riv Near mouth 22-8-01 2001 8 54-01-1086 0,0072 0,1 29,6 1 9,51 0,1 11,7 5 114 0,5 1,3 2 9,01 40 0,1 0,052 28,9 17 Little Riv Near mouth 24-9-01 2001 9 54-01-1101 0,0098 0,1 30,5 1 11,8 0,1 11,6 5 119 1,4 0,5 2 8,9 240 0,1 0,049 35,6 17 Little Riv Near mouth 5-11-01 2001 11 54-01-1130 0,0062 0,1 71,3 1 13,4 0,1 18 15 230 0,5 0,5 2 12,01 20 0,1 0,033 40,3 58 Meadow Bk Near mouth 27-6-01 2001 6 54-01-1001 0,048 0,1 54,5 1 17,8 0,1 25,1 60 206 1,8 0,8 2 8,87 50 0,17 0,307 53,3 58 Meadow Bk Near mouth 25-7-01 2001 7 54-01-1030 0,027 0,1 65,4 1 19,3 0,1 23,6 40 225 3,9 0,5 2 7,05 20 0,375 0,304 55,6 58 Meadow Bk Near mouth 21-8-01 2001 8 54-01-1059 0,013 0,1 44 1 13,8 0,1 33,1 20 208 2,6 0,7 2 7,55 210 0,168 0,11 42,9
Page 7 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 3 1,6 4 0,049 51,6 0,01 10 65 0,05 0 0,05 1 2 8,09 1 15,4 2760 0,28 6,2 0,01 1,4 10 3 1,76 2,9 0,046 34,9 0,01 10 65 0,05 0 0,05 1 2 8 7,9 1 15,9 2,6 8160 10 0,52 12,8 0,021 5,8 10 3 1,26 3,26 0,088 34,6 0,011 5 65 0,05 0,19 0,19 1 2 8,01 1 13,2 15 187,132 15,1 0,26 4,75 0,005 0,6 8,5 3 1,71 3,71 0,048 56,4 0,016 5 65 0,05 0,27 0,27 1 2 7,94 1 19,9 15 252,292 15 0,46 6,63 0,025 17,2 9 2 1,07 1,83 0,037 29,7 0,021 5 25 0,05 0,21 0,21 1 1 7,66 1 13,2 20 15 0,67 16,4 0,031 12,5 14 3 2,25 3,34 0,037 42 0,01 5 65 0,05 0,09 0,09 1 2 7,73 1 15,4 15 199,459 15 0,52 9,19 0,016 6,1 25 2 0,679 1,43 0,034 13,1 0,011 5 25 0,05 0,05 0,05 1 1 7,3 1 7,11 15 71,482 7 0,41 14,6 0,008 1,8 18 2 0,518 1,62 0,031 16,3 0,018 5 25 0,05 0,11 0,11 1 1 7,74 1 7,33 15 86,186 18 0,57 13,1 0,015 4,4 5 3 1,05 2,85 0,07 31,3 0,012 5 65 0,05 0,06 0,08 1 2 8,02 1 14,4 15 169,63 18 0,4 9,22 0,007 1,5 5 3 1,2 3,97 0,062 48,2 0,01 5 65 0,05 0,08 0,08 1 2 8,19 1 15 15 243,514 13 0,25 4,96 0,009 1,3 9,4 1 0,53 1,22 0,031 16,3 0,023 5 25 0,05 0,05 0,05 1 1 7,55 1 3,96 15 73,2 14 0,509 15,3 0,03 6,9 5 3 1,1 3,22 0,072 37 0,019 5 65 0,05 0,05 0,083 1 2 8,18 1 11,5 15 205,74 16 0,3 4,5 0,011 1,1 5 4 2,03 5,25 0,064 83 0,01 5 110 0,05 0,05 0,05 1 4 8,09 1 19,4 15 371,579 0,3 5,76 0,009 1,6 7 4 1,6 4,61 0,133 73,6 0,01 5 110 0,05 0,05 0,05 1 4 7,85 1 28,6 15 352,447 0,3 8,77 0,009 1,4 6,3 4 1,71 5 0,14 77,2 0,01 5 110 0,05 0,05 0,05 1 4 7,88 1 28,7 15 360,186 0,3 8,9 0,01 1 6,8 3 1,05 2,4 0,223 24,6 0,022 10 65 0,05 0,03 0,08 1 2 7,71 1 7,16 3 10 0,32 8,9 0,013 1,9 19 3 7,6 16,6 0,83 126 0,041 100 65 0,05 0 0,05 22 2 7,9 10 36,9 427 24190 13 2,41 9,1 0,59 172 100 3 1,09 2,3 0,359 25,4 0,015 10 65 0,05 0 0,05 2,1 2 7,75 1 8,44 20 2285 21,1 0,6 13,8 0,043 6,1 18 3 1,7 3,5 0,34 34,2 0,01 10 65 0,05 0 0,05 2,2 2 7,95 1 10,1 30 6925 23 0,66 9,6 0,075 6,1 12 3 2,45 2,6 0,452 30,2 0,107 10 65 0,05 0,26 0,31 1,9 2 7,81 2 16,6 40 1855 20,5 0,86 9 0,071 13,2 32 3 2,62 5,83 0,612 46,09 0,008 10 65 0,05 0 0,05 11,4 2 7,89 1 16,8 800 14265 9 1 9,4 0,28 85,5 23 2 0,05 1,25 2,7 0,347 29,6 0,038 10 25 0,05 0 0,05 2,5 1 8 1 7,62 40 1149 20,5 0,46 10,7 0,065 4,8 10 3 1,47 4 0,281 41,9 0,019 10 65 0,05 0 0,05 3,1 2 8,23 1 10,3 100 1238,5 19,9 1,42 9,4 0,09 7,7 16 3 1,98 3,8 0,262 42,1 0,01 10 65 0,05 0 0,05 2,3 2 8 7,95 1 15,5 15 8160 16 0,67 7,1 0,045 4,4 12 3 2,67 2,6 0,12 30,4 0,09 10 65 0,07 0,31 0,38 3,1 2 7,5 7,74 1 19,1 16,6 12030 11 0,61 9,4 0,059 13 28 3 1,54 3,28 0,152 43,8 0,063 5 65 0,05 0,05 0,05 1 2 8 1 9,97 40 191,947 24,9 0,97 8,28 0,074 5,3 5 3 1,65 2,51 0,148 40 0,066 5 65 0,12 0,42 0,42 1 2 7,45 1 17,5 15 23 0,91 11,2 0,035 3,7 7 2 1,04 1,76 0,154 16,7 0,096 5 25 0,05 0,28 0,28 2,62 1 7,14 1 13,2 50 92,163 16 0,73 18 0,038 16,7 31 2 1,1 1,87 0,11 17,3 0,037 5 25 0,05 0,13 0,14 2,6 1 7,55 1 10,2 20 0,56 11,9 0,03 13,3 19 3 1,27 3,05 0,079 41,3 0,01 5 65 0,05 0,05 0,05 1 2 7,78 1 12,5 50 186,187 20,4 0,62 7,87 0,012 12,1 5,2 3 1,94 3,4 0,086 48,8 0,031 5 65 0,05 0,1 0,11 1,49 2 8,25 8,02 1 14,9 70 215,983 15,7 0,41 7,68 0,03 32,3 10 3 1,86 2,56 0,145 24,9 0,077 5 65 0,05 0,28 0,28 3,43 2 7,25 7,93 1 12,4 30 129,655 8 0,68 11,8 0,049 26,6 36 1 0,05 0,374 1 0,01 2,9 0,01 10 25 0,05 0 0,05 1 1 7,64 1 4,21 0 1553 14 0,2 1,4 0,005 0,2 10 1 0,368 0,85 0,0055 2,75 0,01 5 25 0,05 0,05 0,05 1 1 7,72 1 3,88 15 28,013 18 0,2 1 0,005 0,2 5 1 0,645 1,06 0,0082 4,06 0,01 5 25 0,05 0,05 0,05 1 1 7,8 1 4,5 15 35,041 21,3 0,2 1,15 0,014 0,2 5 2 0,457 0,94 0,005 3,79 0,01 5 25 0,05 0,09 0,09 1 1 7,63 1 2,28 15 20 0,2 1,14 0,006 0 5 1 0,578 1,24 0,017 4,43 0,01 5 25 0,05 0,05 0,05 1 1 7,45 1,58 4,59 15 40,607 0,2 1,06 0,008 0,2 5 1 0,26 0,74 0,0052 2,49 0,01 5 25 0,05 0,05 0,05 1 1 7,23 1 3,21 15 22,707 10 0,2 2,67 0,007 0,4 5 1 0,397 1,15 0,0063 3,84 0,01 5 25 0,05 0,05 0,05 1 1 7,84 1 3,68 15 37,044 18,7 0,2 1,54 0,005 0 5 1 0,455 1,24 0,0068 4,08 0,01 5 25 0,05 0,05 0,05 1 1 6,75 7,1 1 4,18 15 39,362 13,1 0,2 1,41 0,005 0,2 5 1 0,671 0,996 0,011 2,95 0,01 5 25 0,05 0,1 0,1 1 1 6,75 7,53 1 3,29 15 29,19 6,2 0,38 5,82 0,015 5 42 1 0,39 0,8 0,014 2,7 0,01 10 25 0,05 0 0,05 1 1 7,56 1 3,57 1 1986 11,9 0,2 2,3 0,005 0,7 14 1 0,508 1,1 0,016 4,8 0,01 10 25 0,05 0 0,05 1 1 7,75 1 4,53 1 2419 19,7 0,2 2,4 0,005 0,3 10 1 0,612 1,2 0,02 6,7 0,01 10 25 0,05 0 0,05 1 1 9,05 1,4 7,33 1 674 28 0,24 2,8 0,007 0,3 10 1 0,65 1,2 0,018 6,1 0,01 10 25 0,05 0 0,05 1 1 8,27 1 7,22 0 815 22 0,2 2,4 0,005 0,4 10 2 0,635 1,4 0,01 7,36 0,01 10 25 0,05 0 0,05 1 1 7,74 1 7,51 0 336 11 0,2 1,5 0,005 0,4 10 1 0,05 0,476 0,8 0,014 3,4 0,01 10 25 0,05 0 0,05 1 1 7,69 1 3,58 2 3588,5 21,4 0,2 3,1 0,008 0,5 10 1 0,758 1,3 0,02 7,1 0,01 10 25 0,05 0 0,05 1 1 7,72 1 6,57 6 2419 19,2 0,2 2 0,006 0,7 10 2 0,628 1,3 0,01 7,4 0,01 10 25 0,05 0 0,05 1 1 7,8 7,94 1 5,59 0,2 470 17 0,1 1,5 0,005 0,2 21 1 0,05 0,518 1,2 0,01 6 0,01 10 25 0,05 0 0,05 1 1 8 1 6,41 0,1 613 19,7 0,2 1,6 0,005 0 10 1 0,678 0,9 0,011 3,8 0,01 10 25 0,05 0 0,05 1 1 7,75 7,62 1 4,06 2 649 11 0,2 3 0,006 0,5 10 1 0,677 1 0,01 3,8 0,01 10 25 0,05 0 0,05 1 1 7,75 7,62 1 4,04 0,6 727 11 0,2 3,1 0,008 0,4 10 1 0,942 0,9 0,012 3,8 0,01 10 25 0,05 0 0,05 1 1 7,75 7,57 1 3,77 0,4 500 11 0,29 3,3 0,005 0,4 10 1 0,449 0,96 0,012 4,44 0,01 5 25 0,05 0,05 0,05 1 1 7,85 1 5,02 15 34,335 26,5 0,2 1,93 0,011 0,5 5 1 0,684 1,11 0,0075 5,1 0,01 5 25 0,05 0,05 0,05 1 1 7,68 1 6,12 15 39,992 21,9 0,2 1,59 0,01 0,3 5 2 0,826 1,42 0,022 8,8 0,016 5 25 0,05 0,05 0,05 1 1 8,1 1 5,33 15 23 0,33 2,68 0,007 0,5 9,5 2 0,788 1,47 0,013 8,39 0,01 5 25 0,05 0,05 0,05 1 1 8,12 2,75 6,6 15 58,586 0,2 2,05 0,006 0,2 44 1 0,36 0,78 0,013 3,19 0,01 5 25 0,05 0,05 0,05 1 1 7,74 1 3,82 15 25,643 12 0,2 3,22 0,006 0,7 5 1 0,549 1,26 0,013 6,22 0,01 5 25 0,05 0,05 0,05 1 1 8,02 1 4,75 15 45,782 23,1 0,2 2,5 0,006 0,3 5 3 1,77 3,83 0,194 121 0,019 5 65 0,05 0,05 0,05 1 2 7,5 7,67 1 5,66 15 377,618 10 0,74 13,6 0,019 0,5 5 1 1,45 1,25 0,017 4,27 0,027 5 25 0,05 0,13 0,13 1 1 6,7 7,62 1 3,98 15 39,123 6,4 0,5 9 0,057 7,3 29 1 0,558 1,04 0,017 4,22 0,011 5 25 0,05 0,05 0,05 1 1 7,85 1 4,1 15 38,877 27,5 0,3 2,64 0,01 0,5 5 1 0,548 1,27 0,01 6,64 0,012 5 25 0,05 0,05 0,05 1 1 7,96 1 6,06 15 49,875 20,9 0,3 2,86 0,013 0,4 5 1 0,469 1,25 0,024 7,1 0,013 5 25 0,05 0,05 0,05 1 1 7,91 1 7,56 15 55,761 24,1 0,3 2,16 0,012 0,3 5 2 0,734 1,5 0,015 6,98 0,01 5 25 0,05 0,05 0,05 1 1 7,63 1 8,62 15 59,936 17,5 0,3 1,86 0,006 0,5 5 2 0,511 1,65 0,0089 8,93 0,01 5 25 0,05 0,05 0,069 1 1 8,12 1 5,89 15 91,621 7,3 0,3 1,26 0,005 0,6 5 2 1,07 2,13 0,188 15,7 0,01 5 25 0,05 0,05 0,05 1 1 7,71 1 4,25 15 99,691 24,4 0,3 11,5 0,014 0,8 5 2 1,11 1,81 0,446 16,1 0,071 5 25 0,05 0,05 0,05 1 1 7,89 1 4,24 15 106,78 25,3 0,3 6,93 0,011 0,8 5 2 0,96 2,04 0,078 21,8 0,01 5 25 0,05 0,05 0,05 1 1 7,71 1 3,28 15 101,977 18,2 0,3 5,44 0,006 0,4 5
Page 8 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 58 Meadow Bk Near mouth 25-9-01 2001 9 54-01-1111 0,015 0,1 43,4 1 16 0,1 40,4 15 241 1,3 0,8 2 8,58 30 0,197 0,117 49,1 58 Meadow Bk Near mouth 5-11-01 2001 11 54-01-1141 0,017 0,1 44,1 1 22,2 0,1 67,5 30 358 1,6 1,2 2 9,93 10 0,129 0,14 67,9 59 Memramcook Riv @ Aboujagane Road 27-6-01 2001 6 54-01-1003 0,078 0,1 11,1 1 3,68 0,1 2,84 100 39,8 0,5 0,5 2 8,14 60 0,1 0,326 11,4 59 Memramcook Riv @ Aboujagane Road 25-7-01 2001 7 54-01-1035 0,02 0,1 16,8 1 4,59 0,1 4,04 40 54,8 1 0,5 2 7,82 30 0,1 0,167 14,2 59 Memramcook Riv @ Aboujagane Road 25-7-01 2001 7 54-01-1036 0,023 0,1 16,1 1 4,84 0,1 3,34 40 53,8 1 2,4 2 40 0,1 0,164 14,9 59 Memramcook Riv @ Aboujagane Road 21-8-01 2001 8 54-01-1063 0,027 0,1 18,2 1 5,3 0,1 3,49 30 57,9 1,5 0,5 2 6,41 50 0,1 0,148 16,5 59 Memramcook Riv @ Aboujagane Road 25-9-01 2001 9 54-01-1113 0,018 0,1 17,7 1 5,24 0,1 3,79 20 57,7 1,3 0,5 2 8,12 20 0,1 0,081 16,2 59 Memramcook Riv @ Aboujagane Road 5-11-01 2001 11 54-01-1145 0,033 0,1 13,5 1 6,97 0,1 4,47 50 76,5 0,5 0,5 2 9,33 30 0,1 0,106 21,9 35 Memramcook Riv @ Calhoun 17-8-97 1997 8 54-97-8700367 0,0503 0,1 15,9 1 6,4 0,1 16,1 60 98,6 0,5 0,5 2 8,2 60 0,1 40 0,328 22,2 35 Memramcook Riv @ Calhoun 14-9-97 1997 9 54-97-8700453 0,153 0,1 8,22 1 6,77 0,2 11 120 78,7 8,7 25,2 2 9,4 45 0,1 34 0,435 21,8 35 Memramcook Riv @ Calhoun 13-9-98 1998 9 54-98-529 0,344 0,005 6,48 1 6,2 0,1 9,38 150 74,7 0,5 1,1 2 8,4 41 0,1 50 0,72 19,6 35 Memramcook Riv @ Calhoun 12-10-98 1998 10 54-98-530 0,295 0,005 6,82 1 4,6 0,1 9,42 150 61,7 0,5 0,6 2 9,95 328 0,1 300 0,764 14,8 35 Memramcook Riv @ Calhoun 22-6-99 1999 6 54-99-82 0,056 0,1 14,8 1,5 6,83 0,1 19,2 50 107 1,3 0,7 2 10,1 20 0,1 0,35 21,4 35 Memramcook Riv @ Calhoun 28-7-99 1999 7 54-99-185 0,021 0,1 22,8 1 8,69 0,1 22,5 20 130 1,3 0,5 2 8,9 80 0,1 0,21 26,9 35 Memramcook Riv @ Calhoun 29-8-99 1999 8 54-99-271 0,115 0,1 11,6 1 7,29 0,1 13,3 100 90,2 0,8 0,5 2 8,4 140 0,1 0,42 23 35 Memramcook Riv @ Calhoun 29-8-99 1999 8 54-99-256 0,127 0,1 10,7 1 7,02 0,1 12,9 100 89,7 0,6 0,8 2 8,4 340 0,1 0,42 22,1 35 Memramcook Riv @ Calhoun 3-10-99 1999 10 54-99-361 0,399 0,1 13,7 1 4,24 0,1 5,26 200 51,1 0,6 0,6 2 8,9 20 0,1 0,74 13,4 35 Memramcook Riv @ Calhoun 31-10-99 1999 10 54-99-458 0,265 0,005 3,74 1 3,81 0,1 7,57 100 50,3 0,6 0,5 2 10 0,1 0,45 12,3 35 Memramcook Riv @ Calhoun 31-10-99 1999 10 54-99-441 0,25 0,005 4,65 1 3,91 0,1 7,79 100 50,4 0,5 0,7 2 10 0,1 0,45 12,5 35 Memramcook Riv @ Calhoun 15-8-00 2000 8 54-00-392 0,022 0,1 25,9 1 8,94 0,1 22,9 40 140 1,2 0,5 2 9,5 60 0,107 0,161 27,8 35 Memramcook Riv @ Calhoun 24-9-00 2000 9 54-00-804 0,1 0,1 11,8 1 7,92 0,1 17,8 100 90,2 0,7 0,6 2 9,6 20 0,1 0,292 24,3 35 Memramcook Riv @ Calhoun 24-9-00 2000 9 54-00-805 0,101 0,1 13,1 1 8,03 0,1 18 100 89,1 0,5 0,6 2 60 0,1 0,291 24,6 35 Memramcook Riv @ Calhoun 29-10-00 2000 10 54-00-959 0,596 0,005 5,56 1 5,42 0,1 12,8 100 71,4 0,9 1,6 2 1,03 860 0,1 0,756 18,2 35 Memramcook Riv @ Calhoun 27-6-01 2001 6 54-01-1000 0,061 0,1 16 1 6,48 0,1 16 70 98,3 0,7 0,5 2 8,73 70 0,1 0,316 20,2 35 Memramcook Riv @ Calhoun 25-7-01 2001 7 54-01-1029 0,016 0,1 26,9 1 9,74 0,1 26,8 30 156 1,6 0,7 2 8,55 70 0,12 0,108 30,5 35 Memramcook Riv @ Calhoun 21-8-01 2001 8 54-01-1058 0,011 0,1 30,8 1 13,6 0,1 45,7 15 229 1,9 0,8 2 7,9 40 0,142 0,122 42,7 35 Memramcook Riv @ Calhoun 25-9-01 2001 9 54-01-1110 0,0097 0,1 30,2 1 12,8 0,1 42,2 10 220 1,6 0,6 2 8,88 40 0,158 0,069 39,2 35 Memramcook Riv @ Calhoun 5-11-01 2001 11 54-01-1140 0,026 0,1 21,7 1 12,2 0,1 28,7 50 184 0,5 0,6 2 10,84 20 0,1 0,117 38,5 61 Memramcook Riv @ Calhoun (benthic station) 11-9-01 2001 9 52-01-1226 0,012 0,1 31,2 1 11,5 0,1 37,2 20 221 1,1 0,5 2 10 0,155 0,109 35,8 36 Memramcook Riv @ College Bridge 17-8-97 1997 8 54-97-8700366 1,53 0,1 80,9 10,6 43,5 0,1 1663 200 5330 4,4 16,1 4 6,2 0,281 0,957 523,2 36 Memramcook Riv @ College Bridge 14-9-97 1997 9 54-97-8700452 0,242 0,1 80,5 2 175 0,1 5707 80 17700 0,5 2,7 4 8,3 0,454 20,4 2409 60 Memramcook Riv @ Covered Bridge on Gayton Road 28-6-01 2001 6 54-01-1006 0,13 0,1 33,1 1,2 11,5 0,1 31,2 100 186 1,1 0,9 2 10,5 60 0,127 0,696 39,3 60 Memramcook Riv @ Covered Bridge on Gayton Road 25-7-01 2001 7 54-01-1032 0,293 0,1 63,4 4,34 36,4 0,1 519 300 1920 3,4 6,9 4 12,37 60 0,263 0,979 232 60 Memramcook Riv @ Covered Bridge on Gayton Road 21-8-01 2001 8 54-01-1061 0,354 0,1 81,5 5,51 50,3 0,1 1060 200 3820 4,6 8,2 4 10,18 210 0,364 0,754 423 60 Memramcook Riv @ Covered Bridge on Gayton Road 25-9-01 2001 9 54-01-1115 5,68 430 60 Memramcook Riv @ Covered Bridge on Gayton Road 5-11-01 2001 11 54-01-1143 0,748 0,1 61,9 2,06 39,7 0,1 128 200 715 1,6 2,7 3 11,04 10 0,366 1,02 152 62 Memramcook Riv @ RR bridge (benthic station) 11-9-01 2001 9 52-01-1225 0,0088 0,1 25,6 1 11,4 0,1 37 20 297 0,6 0,6 2 10 0,1 0,111 35,1 72 Memramcook Riv South Branch @ Aboujagane Road 27-6-01 2001 6 54-01-1002 0,102 0,1 25 1 6,5 0,1 3,04 150 65,5 1,1 0,5 2 6,25 40 0,1 0,856 20,5 72 Memramcook Riv South Branch @ Aboujagane Road 25-7-01 2001 7 54-01-1034 0,066 0,1 36,1 1 10,8 0,1 3,44 150 93 2,3 1,1 2 6,88 40 0,1 1,1 33,4 72 Memramcook Riv South Branch @ Aboujagane Road 21-8-01 2001 8 54-01-1064 0,028 0,1 56,6 1 16,2 0,1 4,26 40 129 3,5 0,5 2 3,71 20 0,1 0,945 49,9 72 Memramcook Riv South Branch @ Aboujagane Road 25-9-01 2001 9 54-01-1114 0,083 0,1 60,7 1 17 0,1 4,81 30 139 4,1 0,5 2 3,73 50 0,107 0,627 51,8 72 Memramcook Riv South Branch @ Aboujagane Road 5-11-01 2001 11 54-01-1146 0,126 0,1 14,8 1 6,14 0,1 4,32 150 63 0,7 0,5 2 8,25 10 0,1 0,792 19,9 63 Mill Ck Below Pine Glen Highway 17-9-98 1998 9 52-98-1212 0,115 0,1 11,3 1 5 0,1 13,8 100 84,6 1,1 0,5 2 10,05 10,05 111 0,1 86 0,461 15,8 20 Mill Ck Below Reservoir 18-6-97 1997 6 54-97-8700065 0,156 0,1 9,58 1 4,6 0,1 17,2 150 84,4 1,1 0,8 2 9,5 17 0,1 18 0,84 14,4 20 Mill Ck Below Reservoir 15-7-97 1997 7 54-97-8700211 0,15 0,1 11,7 1 5,9 0,1 18,2 100 97 0,8 0,9 2 8,9 39 0,1 10 1,286 18,4 20 Mill Ck Below Reservoir 11-8-97 1997 8 54-97-8700357 0,11 0,1 18,2 1 8,2 0,1 28,5 100 147 0,5 0,7 2 5,7 13 0,133 10 1,715 25,8 20 Mill Ck Below Reservoir 14-9-97 1997 9 54-97-8700429 0,107 0,1 22,8 1 11,1 0,1 61,6 100 261 0,7 1,4 2 7,4 36 0,158 10 1,643 34,7 20 Mill Ck Below Reservoir 13-10-97 1997 10 54-97-8700514 0,0895 0,1 16,1 1 8,18 0,1 30,3 80 160 1,1 0,5 2 9,9 2 0,1 10 0,826 25,7 20 Mill Ck Below Reservoir 17-6-98 1998 6 54-98-79 0,143 0,1 9,84 1 4,3 0,1 17,8 100 84,5 70 0,6 0,8 2 8,9 23 0,1 18,5 0,565 14 20 Mill Ck Below Reservoir 12-8-98 1998 8 54-98-256 0,0647 0,1 17,8 1 8,5 0,1 33 100 159 1,7 0,8 2 7,5 23 0,1 38 1,18 27 20 Mill Ck Below Reservoir 13-9-98 1998 9 54-98-373 0,163 0,1 19,7 1 8,2 0,8 33,7 75 165 1,6 2,4 2 7,8 17 0,108 15 1,32 25,8 20 Mill Ck Below Reservoir 12-10-98 1998 10 54-98-410 0,263 0,1 5,51 1 4,2 0,1 12,6 200 70,9 1,1 1,6 2 8,5 130 0,1 80 0,818 13,4 20 Mill Ck Below Reservoir 22-6-99 1999 6 54-99-83 0,087 0,1 9,81 1,5 6,8 0,1 26,3 100 126 0,9 1 2 7,7 60 0,1 0,93 21,2 20 Mill Ck Below Reservoir 1-9-99 1999 9 54-99-257 0,09 0,1 16,9 1 8,32 0,1 29,4 75 149 3,2 0,9 2 6,5 20 0,1 1,03 26,1 20 Mill Ck Below Reservoir 7-10-99 1999 10 54-99-362 0,302 0,005 4,21 1 3,62 0,1 9,34 100 52,7 0,8 0,6 2 12,6 20 0,1 0,81 11,7 20 Mill Ck Below Reservoir 27-10-99 1999 10 54-99-442 0,314 0,005 1,91 1 2,62 0,1 5,8 100 40,4 0,5 0,6 2 0,1 0,71 8,93 20 Mill Ck Below Reservoir 18-7-00 2000 7 54-00-103 0,081 0,1 17 1 8,97 0,1 24,6 100 160 0,8 0,8 2 10 0,1 1,05 27,5 20 Mill Ck Below Reservoir 15-8-00 2000 8 54-00-394 0,351 0,1 23,4 1 10,4 0,1 49,5 100 196 1,2 0,8 2 8 270 0,1 2,09 32,9 20 Mill Ck Below Reservoir 6-9-00 2000 9 54-00-108 0,064 0,1 27 1,06 10,4 0,1 45,5 60 237 1,3 1,9 2 7,71 20 0,1 0,841 32 20 Mill Ck Below Reservoir 24-9-00 2000 9 54-00-806 0,092 0,1 27,8 1 11,5 0,1 54,4 60 211 0,8 0,8 2 7,85 20 0,1 0,964 35,3 20 Mill Ck Below Reservoir 29-10-00 2000 10 54-00-1030 0,852 0,005 4,96 1 5,06 0,173 10,6 150 60,9 1,6 1,1 2 10 0,1 1,51 18,4 20 Mill Ck Below Reservoir 29-10-00 2000 10 54-00-960 0,947 0,005 5,36 1 4,81 0,1 10,3 300 60,8 1,5 1,5 2 20 0,1 1,55 16,6 9 North Riv @ Pacific Junct Rd Bridge 18-6-97 1997 6 54-97-8700070 0,0792 0,1 58,1 2 30,7 0,1 10,6 60 231 3,3 0,5 2 9,9 31 0,1 26 0,22 96,4 9 North Riv @ Pacific Junct Rd Bridge 15-7-97 1997 7 54-97-8700197 0,0761 0,1 71,2 2,4 41,3 0,1 9,23 40 297 1,5 0,5 3 9,1 11 0,1 10 0,223 128,7 9 North Riv @ Pacific Junct Rd Bridge 12-8-97 1997 8 54-97-8700347 0,0238 0,1 87 2,2 56,3 0,1 12 20 395 0,5 1,7 3 9,3 95 0,1 70 0,141 175,2 9 North Riv @ Pacific Junct Rd Bridge 13-9-97 1997 9 54-97-8700434 0,134 0,1 50,7 1,8 34 0,1 9,89 50 264 0,9 0,5 2 8,7 27 0,1 19 0,206 106,7 9 North Riv @ Pacific Junct Rd Bridge 13-10-97 1997 10 54-97-8700519 0,0178 0,1 84,1 1,4 56,6 0,1 12 20 387 1,8 0,5 3 12,2 1 0,1 2 0,147 176,1 9 North Riv @ Pacific Junct Rd Bridge 13-10-97 1997 10 54-97-8700538 0,02 0,1 85,2 1,5 54,23 0,1 12 20 388 1,3 0,5 3 2 0,1 3 0,139 169,4 9 North Riv @ Pacific Junct Rd Bridge 13-10-97 1997 10 54-97-8700537 0,022 0,1 85,3 1,5 53,99 0,1 12,1 15 388 1,5 0,5 3 1 0,1 2 0,134 168,7
Page 9 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 2 1,22 2,2 0,053 25,2 0,01 5 25 0,05 0,05 0,05 1 1 7,82 1 6,66 15 118,33 15 0,3 5,52 0,005 0,8 5 3 1,79 3,03 0,05 38,1 0,01 5 65 0,05 0,05 0,05 1 2 7,65 1 17,3 15 7,6 176,945 0,3 7,83 0,005 0,7 5 1 0,278 0,546 0,028 2,97 0,018 5 25 0,05 0,05 0,05 1 1 7,11 1 2,02 15 19,754 23,7 0,3 12,3 0,023 0,9 5 1 0,48 0,663 0,013 3,71 0,027 5 25 0,05 0,05 0,05 1 1 7,5 1 2,63 15 26,721 23,8 0,3 6,94 0,013 0,7 5 1 0,556 0,693 0,017 3,79 0,042 5 25 0,05 0,05 0,05 1 1 7,49 1 2,17 15 25,583 0,3 7,16 0,014 0,7 5 1 0,509 0,794 0,017 3,7 0,01 5 25 0,05 0,05 0,05 1 1 7,42 1 2,37 15 27,603 18,7 0,3 4,36 0,021 1,7 5 1 0,751 0,755 0,015 3,56 0,01 5 25 0,05 0,05 0,05 1 1 7,43 1 3,59 15 28,748 15,3 0,3 4,5 0,008 0,5 5 1 0,642 1,08 0,0081 4,24 0,01 5 25 0,05 0,05 0,05 1 1 7,15 1 11,6 15 37,577 8,6 0,3 8,37 0,012 0,6 5 1 0,584 1,5 0,059 10,6 0,012 10 25 0,05 0 0,05 1 1 7,46 1 2,38 1 1570 25 0,34 9,7 0,008 2,9 10 1 0,646 1,18 0,6 7,89 0,01 15 25 0,05 0 0,05 1,8 1 6,78 34,2 7,61 0 1267 15,5 0,43 22,2 0,01 0,8 906 1 0,65 1 0,073 6,6 0,01 10 25 0,05 0,02 0,07 1 1 6,25 6,37 1 6,62 1,3 2419 13,5 0,74 31 0,015 1 10 1 1 0,8 0,113 6,1 0,01 10 25 0,05 0 0,05 1 1 6,25 6,48 1 2,77 4,6 2419 10 0,62 25,4 0,02 2,5 10 1 0,537 1,06 0,05 12,1 0,01 5 25 0,05 0,05 0,05 1 1 7,6 1 2,59 15 51,983 28,5 0,36 9,04 0,013 0,7 6,5 1 0,731 1,26 0,056 15,6 0,01 5 25 0,05 0,05 0,05 1 1 7,62 1 2,52 15 65,596 23,2 0,37 7,08 0,014 0,6 5 1 0,494 1,16 0,029 9,63 0,013 5 25 0,05 0,05 0,05 1 1 6,93 1 2,08 15 19,5 0,6 22,6 0,009 0,6 5 1 0,51 1,12 0,03 9,48 0,013 5 25 0,05 0,05 0,05 1 1 6,88 1 4,91 15 19,5 0,63 22 0,01 0,6 5 1 0,322 0,68 0,124 4,27 0,01 5 25 0,05 0,05 0,05 1 1 7,22 1 2,33 15 26,915 13,5 0,58 31,7 0,007 0,6 6,5 1 0,358 0,67 0,049 4,64 0,02 5 25 0,05 0,05 0,05 1 1 6,38 1 2,29 15 22,674 0,36 20 0,008 0,5 5,2 1 0,347 0,66 0,047 4,59 0,017 5 25 0,05 0,05 0,05 1 1 6,36 1 2,42 15 23,582 0,4 19,7 0,008 0,7 5 1 0,567 1,32 0,01 16,6 0,01 5 25 0,05 0,05 0,05 1 1 7,7 1 3,75 15 70,145 20,2 0,27 7,47 0,005 0,2 5 1 0,475 1,09 0,015 9,75 0,018 5 25 0,05 0,05 0,05 1 1 6,75 7,22 1 6,61 15 51,46 15 0,58 22,5 0,007 0,6 5 1 0,448 1,09 0,015 9,38 0,016 5 25 0,05 0,05 0,05 1 1 7,2 1 6,03 15 51,573 0,53 22,3 0,006 0,5 5 1 1,06 1,12 0,119 7,56 0,038 5 25 0,05 0,11 0,11 1 1 6,32 1 5,43 20 38,825 7 0,82 25,8 0,031 6 38 1 0,491 0,984 0,027 10,1 0,01 5 25 0,05 0,05 0,05 1 1 7,53 1 2,28 15 46,667 27,9 0,3 10,6 0,012 0,6 5 1 0,614 1,5 0,028 17,7 0,057 5 25 0,05 0,05 0,05 1 1 7,73 1 4,24 15 77,234 24,5 0,3 6,1 0,005 0,5 5 2 0,741 2,14 0,058 26,6 0,01 5 25 0,05 0,05 0,05 1 1 7,69 1 2,89 15 110,712 19,4 0,3 3,95 0,005 0,6 5 2 0,828 1,78 0,03 23,5 0,01 5 25 0,05 0,05 0,05 1 1 7,72 1 4,74 15 104,463 16,2 0,3 4,08 0,007 0,3 5 2 1,02 1,92 0,015 17,7 0,01 5 25 0,05 0,05 0,05 1 1 7,51 1 14,2 15 89,246 8,1 0,3 9,27 0,005 0,6 5 2 0,712 1,69 0,043 26 0,01 5 25 0,05 0,05 0,05 1 1 7,78 1 5,06 15 101,429 0,3 5,2 0,005 0,5 5 5 48,4 100,7 0,07 1060 0,31 10 150 0,11 0,12 0,23 1,3 7 8 22 204 28000 23 1,1 7,8 0,17 80,1 13 5 6,24 479 0,075 4070 0,21 10 150 0,14 0,54 0,68 2 7 7,73 1,8 813 5200 17,5 1,12 9,3 0,62 7,7 10 2 0,833 2,58 0,223 19,9 0,026 5 25 0,05 0,05 0,05 1 1 7,76 1 4,89 15 92,167 21,1 0,3 9,8 0,038 12,5 5 5 11,3 34,2 0,353 308 0,069 5 150 0,101 0,05 0,15 1,44 7 8,3 1 63,2 430 1012,713 28,9 0,3 6,5 0,09 37,5 12 5 21 72,2 0,521 733 0,045 5 150 0,05 0,05 0,05 1 7 8,04 1 156 100 2143,629 19,3 0,3 4,84 0,093 43,7 5 20,1 4 4,61 12,9 0,39 92,6 0,6 5 110 0,536 3,56 4,1 2,47 4 7,94 1 61,2 90 396,85 8,6 4,4 5,94 0,091 45,8 8,2 2 0,662 1,62 0,038 24,8 0,013 5 25 0,05 0,05 0,05 1 1 7,7 1 4,61 15 95,938 0,3 5,61 0,005 0,5 5 1 0,417 1,04 0,154 3,96 0,044 5 25 0,05 0,05 0,05 1 1 7,24 1 2,3 15 33,697 22,1 0,3 10,5 0,028 1,8 5 2 0,602 1,58 0,186 5,35 0,06 5 25 0,05 0,05 0,05 1 1 7,57 1 1,86 15 46,973 21 0,3 10,7 0,032 5,6 5 2 0,566 2,3 0,202 6,67 0,01 5 25 0,05 0,05 0,05 1 1 7,55 1 3,13 15 68,589 18,2 0,3 2,64 0,023 7,5 5 2 0,979 2,3 0,174 6,32 0,021 5 25 0,05 0,05 0,05 1 1 7,57 1 4,78 15 73,828 15,1 0,3 3,51 0,012 4,8 5 1 0,801 1,11 0,024 4,03 0,014 5 25 0,05 0,05 0,05 1 1 7,07 1 3,97 15 30,521 7 0,512 21,7 0,023 1,9 5 1 0,05 0,327 0,8 0,031 9,6 0,01 10 25 0,05 0 0,05 1 1 7,21 1 3,82 0,5 2419 13,8 0,42 16,3 0,007 1,3 10 1 0,484 0,7 0,122 11 0,01 10 25 0,05 0 0,05 1 1 7,04 1 2,18 2 1516 17,7 0,34 14,1 0,009 2,5 10 1 0,344 0,9 0,144 12,4 0,047 10 25 0,05 0 0,05 1 1 6,94 1 1,91 3 1770 22 0,57 19,5 0,013 2,6 10 1 0,531 1,3 0,448 18 0,065 10 25 0,05 0 0,05 1 1 7,11 1 2,4 1 938 21,3 0,52 14,9 0,012 3,7 10 2 0,749 1,7 0,464 36,5 0,043 10 25 0,05 0 0,05 1 1 7,06 1 4,31 4 2076 17,2 0,36 9,7 0,006 5,3 10 1 0,736 1,27 0,097 22,34 0,011 10 25 0,05 0 0,05 1 1 6,87 1 7,41 2,3 1140 6 0,42 12,6 0,006 4,2 10 1 0,05 0,321 0,8 0,1 10,3 0,015 10 25 0,05 0 0,05 1 1 7,18 1 2,1 2 833,5 20,5 0,38 14,9 0,011 1,1 10 1 0,55 1,4 0,338 19,4 0,01 10 25 0,05 0 0,05 1 1 7,19 1 2,51 4 2419 20,5 0,51 15,1 0,016 2,4 10 1 0,714 1,3 0,29 22,6 0,017 10 25 0,05 0 0,05 1 1 6,5 7,28 1 4,45 19,2 2419 16 0,53 11,8 0,012 3,3 10 1 0,553 0,7 0,107 8,4 0,01 10 25 0,05 0 0,05 1 1 6,5 6,59 1 3,31 8 2419 10 0,85 22,5 0,018 7,2 10 1 0,477 1,02 0,132 15 0,05 5 25 0,05 0,05 0,05 1 1 7,41 1 2,85 15 59,842 27,5 0,44 12,6 0,01 1,5 37 1 0,711 1,29 0,016 20,4 0,077 5 25 0,05 0,05 0,05 1 1 6,61 1 6,51 15 78,235 21,4 0,76 17,6 0,019 3,6 5 1 0,28 0,64 0,112 6,08 0,011 5 25 0,05 0,05 0,05 1 1 6,14 1 2,34 15 26,378 9 0,43 21,4 0,008 5,3 5 1 0,33 0,58 0,118 3,97 0,01 5 25 0,05 0,05 0,05 1 1 5,78 1 2,14 15 18,057 0,37 18,8 0,008 3,7 5,5 1 0,409 1,25 0,122 19,8 0,064 5 25 0,05 0,05 0,05 1 1 7,49 1 2,86 15 69,67 21 0,64 12,1 0,012 1,9 5 2 0,624 1,7 0,236 24,6 0,018 5 25 0,05 0,08 0,08 1 1 7,38 1 5,51 16 109,512 20,2 0,52 10,4 0,005 22,7 5 2 0,824 1,44 0,454 27,5 0,015 5 25 0,05 0,05 0,05 1 1 7,34 1 4,58 15 108,133 16,1 0,41 9,01 0,013 4,1 6 2 0,633 1,57 0,346 28,2 0,031 5 25 0,05 0,05 0,05 1 1 6,75 7,44 1 5,59 15 120,303 15 0,38 10 0,007 7 5 1 0,833 1,13 0,153 6,24 0,024 5 25 0,05 1,74 1,74 1,08 1 6 6,27 1 4,94 30 42,116 5 0,74 24,4 0,024 13,8 12 1 0,861 1,12 0,15 6,02 0,021 5 25 0,05 0,05 0,05 1 1 6 6,26 1 4,93 30 34,244 5 0,72 23,6 0,012 16 16 3 0,803 4,8 0,049 9,4 0,01 10 65 0,05 0,03 0,08 1 2 8,02 1 40,9 1 2203 15,6 0,25 8,3 0,008 1,2 10 4 0,687 6,2 0,028 9,8 0,017 10 110 0,05 0,12 0,17 1 4 8,1 1 61,6 1 2419 17,6 0,24 6,9 0,007 0,7 10 4 0,882 8,4 0,036 12,9 0,01 10 110 0,05 0,11 0,16 1 4 8,15 1 94,2 0 792 20,3 0,2 3,8 0,005 0,5 10 3 0,762 5,3 0,026 10 0,01 10 65 0,05 0,04 0,09 1 2 7,9 1 58,8 0 2419 15 0,2 9,8 0,005 0,8 11 4 0,786 8,44 0,019 13,2 0,01 10 110 0,05 0,04 0,09 1 4 8 1 91,8 0 1083 4 0,2 3,8 0,005 0,6 10 4 0,822 8,26 0,02 12,75 0,01 10 110 0,05 0,04 0,09 1 4 8,02 1 90,6 0 639 0,2 3,8 0,005 0,6 10 4 0,873 8,23 0,022 12,74 0,01 10 110 0,05 0,04 0,09 1 4 8,09 1 93,1 0 565 0,2 4 0,005 0,6 10
Page 10 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 9 North Riv @ Pacific Junct Rd Bridge 18-6-98 1998 6 54-98-92 0,247 0,1 34,7 1,2 15 0,1 6,12 70 136 100 1,7 1 2 10 70 0,1 50,66666667 0,357 48,6 9 North Riv @ Pacific Junct Rd Bridge 12-8-98 1998 8 54-98-269 0,128 0,1 78,4 2,9 45,5 0,1 11,3 30 341 4,5 0,5 3 9,4 2419 0,1 224 0,232 141,6 9 North Riv @ Pacific Junct Rd Bridge 13-9-98 1998 9 54-98-378 0,0529 0,1 71,9 2,3 42,9 0,1 14,7 40 329 3,2 0,8 3 10,8 60 0,1 32 0,147 133,9 9 North Riv @ Pacific Junct Rd Bridge 12-10-98 1998 10 54-98-415 0,0756 0,1 52,9 1,5 32,6 0,1 11 60 255 1,5 0,5 2 10,3 36 0,1 34 0,22 101,6 9 North Riv @ Pacific Junct Rd Bridge 22-6-99 1999 6 54-99-78 0,025 0,1 89,3 2,29 51,3 0,1 13,6 10 387 3,7 0,5 3 10,2 60 0,1 0,08 159 9 North Riv @ Pacific Junct Rd Bridge 27-7-99 1999 7 54-99-186 0,036 0,1 80,8 2,76 48,3 0,1 16 10 376 4,3 0,5 3 10,3 180 0,1 0,08 150 9 North Riv @ Pacific Junct Rd Bridge 29-8-99 1999 8 54-99-258 0,034 0,1 83,3 2,63 53,5 0,1 13,5 10 407 3,4 0,7 3 60 0,1 0,1 166 9 North Riv @ Pacific Junct Rd Bridge 7-10-99 1999 10 54-99-363 0,124 0,1 42,8 1,56 24,4 0,1 9,85 40 196 5,5 0,7 2 12,7 40 0,1 0,19 76,6 9 North Riv @ Pacific Junct Rd Bridge 31-10-99 1999 10 54-99-443 0,078 0,1 50,5 1,32 27,2 0,1 9,07 30 214 0,7 0,5 2 10 0,1 0,13 85,9 9 North Riv @ Pacific Junct Rd Bridge 14-8-00 2000 8 54-00-387 0,123 0,1 65,7 2,64 39,1 0,1 13,2 40 307 3,1 0,5 3 9,3 130 0,1 0,233 122 9 North Riv @ Pacific Junct Rd Bridge 24-9-00 2000 9 54-00-824 0,044 0,1 74,9 2,05 50 0,1 15,1 30 375 1,8 0,5 3 10,01 70 0,1 0,167 155 9 North Riv @ Pacific Junct Rd Bridge 29-10-00 2000 10 54-00-961 0,776 0,1 24 1,23 13,7 0,1 10,5 75 120 1,8 2,3 2 11,43 300 0,1 0,81 45,2 9 North Riv @ Pacific Junct Rd Bridge 28-6-01 2001 6 54-01-1010 0,021 0,1 90,6 2,22 53,6 0,1 12,2 30 383 2,5 0,6 3 9,4 50 0,1 0,052 166,9 9 North Riv @ Pacific Junct Rd Bridge 26-7-01 2001 7 54-01-1051 0,046 0,1 67,7 2,66 36,1 0,1 11,5 40 302 3,1 1,8 2 9,45 220 0,1 0,111 112 9 North Riv @ Pacific Junct Rd Bridge 22-8-01 2001 8 54-01-1076 0,024 0,1 91,7 2,28 56,6 0,1 14,4 15 427 4,6 0,5 3 310 0,1 0,073 174 9 North Riv @ Pacific Junct Rd Bridge 22-8-01 2001 8 54-01-1075 0,027 0,1 91,1 2,33 57,2 0,1 14,4 15 428 4,9 0,6 3 8,33 410 0,1 0,078 176 9 North Riv @ Pacific Junct Rd Bridge 24-9-01 2001 9 54-01-1090 0,022 0,1 86,5 1,85 60,4 0,1 18,2 20 445 6,8 0,6 4 9,08 10 0,1 0,08 185 9 North Riv @ Pacific Junct Rd Bridge 5-11-01 2001 11 54-01-1120 0,011 0,1 90,2 1,56 68,8 0,1 17,6 15 507 1,6 0,5 4 11,81 110 0,1 0,072 211 9 North Riv @ Pacific Junct Rd Bridge 18-6-97 1997 6 54-97-8700111 0,0801 0,1 20,9 1 12,6 0,1 64,1 40 291 1,5 1 2 9 0,1 0,188 50,4 9 North Riv @ Pacific Junct Rd Bridge 15-7-97 1997 7 54-97-8700212 0,205 0,1 18,5 1,5 9,4 0,1 9,77 80 93,7 0,7 1,5 2 9,9 0,1 0,442 29,2 9 North Riv @ Pacific Junct Rd Bridge 12-8-97 1997 8 54-97-8700358 0,0545 0,1 25,3 1,9 16,2 0,1 109 40 465 0,5 3,2 2 8,1 0,1 0,265 69,3 9 North Riv @ Pacific Junct Rd Bridge 14-9-97 1997 9 54-97-8700440 0,0402 0,1 30,6 2,1 23,4 0,1 204 30 871 0,8 2,6 2 9,4 0,1 0,09 114,4 9 North Riv @ Pacific Junct Rd Bridge 13-10-97 1997 10 54-97-8700525 0,0421 0,1 32,7 1,5 27,18 0,1 211 30 909 1,1 0,6 3 10,7 0,1 0,151 126,7 43 North Riv Above Rte 880 Crossing 15-9-98 1998 9 52-98-1200 0,0231 0,1 56,4 2,1 53,5 0,1 47,5 30 537 4,9 0,5 3 10,35 10,35 184 0,1 85 0,168 163,6 43 North Riv Above Rte 880 Crossing 21-6-99 1999 6 54-99-72 0,025 0,1 76,3 2,49 90,1 0,1 116 20 924 4,3 1,1 4 10,9 10 0,128 0,09 252 43 North Riv Above Rte 880 Crossing 22-7-99 1999 7 52-99-1033 0,018 0,1 72 3,33 78,1 0,1 80,6 5 811 3,7 0,9 4 10 0,121 0,06 238 43 North Riv Above Rte 880 Crossing 29-8-99 1999 8 54-99-260 0,017 0,1 55,7 2,51 62,4 0,1 87,3 40 756 2,8 1,1 4 30 0,1 0,1 190 43 North Riv Above Rte 880 Crossing 1-9-99 1999 9 52-99-1509 0,011 0,1 57,8 2,73 79 0,1 112 30 922 4,3 0,9 4 9,1 40 0,112 0,06 238 43 North Riv Above Rte 880 Crossing 7-10-99 1999 10 54-99-365 0,153 0,1 28,1 1,43 23,4 0,1 24,5 75 253 3,5 0,7 2 12,3 320 0,1 0,34 72 43 North Riv Above Rte 880 Crossing 31-10-99 1999 10 54-99-445 0,103 0,1 38,1 1,32 33,3 0,1 42,2 50 325 2 0,8 2 110 0,1 0,27 91,1 43 North Riv Above Rte 880 Crossing 14-8-00 2000 8 54-00-381 0,083 0,1 35,6 2,18 34,6 0,1 38,6 75 378 2 1,1 2 10,4 130 0,1 0,233 107 43 North Riv Above Rte 880 Crossing 24-9-00 2000 9 54-00-814 0,026 0,1 53,6 1,94 55,5 0,1 71,1 50 614 1,6 1,2 3 8,17 20 0,1 0,128 169 43 North Riv Above Rte 880 Crossing 29-10-00 2000 10 54-00-963 0,35 0,1 38,9 1,67 31,5 0,1 32 70 322 1,9 2,2 2 11,06 550 0,1 0,444 97,6 43 North Riv Above Rte 880 Crossing 28-6-01 2001 6 54-01-1011 0,013 0,1 72 2,36 68,4 0,1 77,6 40 734 2,1 1,8 4 8,9 10 0,105 0,051 210,5 43 North Riv Above Rte 880 Crossing 26-7-01 2001 7 54-01-1040 0,0078 0,1 83,3 3,36 82,1 0,1 131 20 1040 4,3 2,4 4 7,25 140 0,142 0,06 253 43 North Riv Above Rte 880 Crossing 22-8-01 2001 8 54-01-1077 0,0068 0,1 90,4 3,13 110 0,1 143 20 1210 3,4 1,9 4 7,13 80 0,185 0,071 334,4 43 North Riv Above Rte 880 Crossing 24-9-01 2001 9 54-01-1091 0,019 0,1 84 2,34 103 0,1 110 15 1040 7,2 1,9 4 7,3 110 0,168 0,081 312 43 North Riv Above Rte 880 Crossing 5-11-01 2001 11 54-01-1121 0,018 0,1 77,6 1,79 95,6 0,1 106 15 1010 1,7 1,5 4 10,99 10 0,116 0,085 292 5 North Riv Above Rte 885 Bridge 3-6-97 1997 6 54-97-8700067 0,0971 0,1 34,9 1,4 26,9 0,1 26,2 70 277 1,8 0,6 2 11 38 0,1 24 0,269 80,8 5 North Riv Above Rte 885 Bridge 15-7-97 1997 7 54-97-8700208 0,0479 0,1 44,6 2,3 39 0,1 42,9 60 391 1,5 0,7 2 11,6 31 0,1 29 0,21 115,9 5 North Riv Above Rte 885 Bridge 11-8-97 1997 8 54-97-8700335 0,0092 0,1 68,8 2,3 73,1 0,1 102 20 777 0,5 1,3 4 10,6 26 0,102 21 0,021 218,3 5 North Riv Above Rte 885 Bridge 14-9-97 1997 9 54-97-8700431 0,0952 0,1 30,4 1,7 29,7 0,1 27,2 70 300 0,9 0,5 2 9,8 235 0,1 144 0,2 89,4 5 North Riv Above Rte 885 Bridge 13-10-97 1997 10 54-97-8700516 0,0093 0,1 61,9 1,6 71,81 0,1 75,4 30 693 2,1 0,5 4 13 3 0,1 0 0,053 213,9 5 North Riv Above Rte 885 Bridge 17-6-98 1998 6 54-98-66 0,162 0,1 48,2 1,9 32,8 0,1 54,5 50 352 300 2,8 0,9 2 9,6 2419 0,1 300 0,258 99,2 5 North Riv Above Rte 885 Bridge 11-8-98 1998 8 54-98-243 0,0158 0,1 78,8 3 98,9 0,1 126 10 1060 6,1 0,7 4 11,3 10,5 0,13 18 0,05 298,8 5 North Riv Above Rte 885 Bridge 13-9-98 1998 9 54-98-375 0,0058 0,1 75,8 1,8 69,7 0,1 66,7 20 672 3,6 3,3 4 10,7 10 0,118 30 0,05 208,6 5 North Riv Above Rte 885 Bridge 12-10-98 1998 10 54-98-412 0,0901 0,1 46,5 1 44,6 0,1 33,9 60 394 2,2 0,8 3 11,4 219 0,1 80 0,224 131,5 5 North Riv Above Rte 885 Bridge 21-6-99 1999 6 54-99-69 0,021 0,1 68,9 2,69 83,3 0,1 114 10 846 4,1 1,1 4 11,9 20 0,104 0,05 232 5 North Riv Above Rte 885 Bridge 27-7-99 1999 7 54-99-187 0,012 0,1 85,8 3,64 84,2 0,1 118 10 937 4,8 1 4 9,7 60 0,13 0,06 255 5 North Riv Above Rte 885 Bridge 29-8-99 1999 8 54-99-259 0,017 0,1 56,4 2,82 61,8 0,1 69,2 40 654 3 0,9 4 5,6 160 0,1 0,05 185 5 North Riv Above Rte 885 Bridge 22-9-99 1999 9 54-99-364 1,75 0,1 32,1 3,82 26,5 0,1 12,7 200 223 6 2,5 2 9,3 2000 0,1 1,97 81,3 5 North Riv Above Rte 885 Bridge 3-10-99 1999 10 54-99-400 0,129 0,1 31,7 1,83 29,3 0,1 26,6 75 285 1,4 0,8 2 11,5 100 0,1 0,3 89,9 5 North Riv Above Rte 885 Bridge 27-10-99 1999 10 54-99-444 0,142 0,1 28,4 1,25 25,1 0,1 24,2 80 256 0,5 0,8 2 0,1 0,27 75,9 5 North Riv Above Rte 885 Bridge 14-8-00 2000 8 54-00-378 0,057 0,1 41,4 2,56 35,3 0,1 34,2 70 357 2,5 0,8 2 10,3 20 0,1 0,15 107 5 North Riv Above Rte 885 Bridge 24-9-00 2000 9 54-00-816 0,028 0,1 53,2 1,77 54,1 0,1 53,4 60 523 1,7 0,6 3 9,18 50 0,1 0,099 162 5 North Riv Above Rte 885 Bridge 29-10-00 2000 10 54-00-962 0,44 0,1 48,4 1,64 33,7 0,1 26,6 70 307 2,2 0,9 2 8,02 2380 0,1 0,36 101 5 North Riv Above Rte 885 Bridge 28-6-01 2001 6 54-01-1018 0,025 0,1 71,6 2,32 67,9 0,1 83,5 40 716 1,9 1,4 4 10,58 20 0,1 0,033 204 5 North Riv Above Rte 885 Bridge 26-7-01 2001 7 54-01-1049 0,013 0,1 79 2,64 71,2 0,1 89,5 30 804 3,9 1,5 4 9,83 30 0,117 0,023 215 5 North Riv Above Rte 885 Bridge 22-8-01 2001 8 54-01-1080 0,013 0,1 85,8 2,38 109 0,1 159 15 1180 3,2 1,7 4 8,71 320 0,146 0,02 326,9 5 North Riv Above Rte 885 Bridge 24-9-01 2001 9 54-01-1093 0,011 0,1 86,6 2,9 96 0,1 96,4 10 907 7,4 1,6 4 8,04 110 0,142 0,022 286 5 North Riv Above Rte 885 Bridge 5-11-01 2001 11 54-01-1123 0,0061 0,1 84,2 2,08 94 0,1 103 20 996 3,1 1,4 4 12,47 10 0,114 0,03 286 7 North Riv Below Bridge on Morton Road 3-6-97 1997 6 54-97-8700068 0,109 0,1 31,2 1,5 26,3 0,1 33,1 150 295 1,7 0,7 2 9,8 104 0,1 38 0,327 79,7 7 North Riv Below Bridge on Morton Road 15-7-97 1997 7 54-97-8700195 0,081 0,1 41,5 2,8 40,7 0,1 65,7 70 497 3 0,9 3 9,8 49 0,1 20 0,423 122,2 7 North Riv Below Bridge on Morton Road 11-8-97 1997 8 54-97-8700337 0,025 0,1 64,6 1,7 82,3 0,1 148 30 1017 0,6 2,1 4 9,6 87 0,112 69 0,111 247,9 7 North Riv Below Bridge on Morton Road 13-9-97 1997 9 54-97-8700432 0,144 0,1 24,2 1,4 25,2 0,1 26,4 80 275 0,8 0,9 2 9,1 64 0,1 69 0,308 76,9 7 North Riv Below Bridge on Morton Road 13-10-97 1997 10 54-97-8700517 0,02 0,1 56,7 1,2 71,02 0,1 96,4 30 782 1 0,5 4 10,3 8 0,1 69 0,147 213,2 7 North Riv Below Bridge on Morton Road 17-6-98 1998 6 54-98-68 0,0543 0,1 50 2 34,8 0,1 3,13 40 363 310 3 1,8 2 8,5 265 0,1 235 0,258 108,3 7 North Riv Below Bridge on Morton Road 11-8-98 1998 8 54-98-245 0,0172 0,1 75,8 3,2 105 0,1 173 10 1310 7 0,7 4 8,2 140 0,146 120 0,099 316,5 7 North Riv Below Bridge on Morton Road 13-9-98 1998 9 54-98-376 0,0176 0,1 70,3 1,9 69 0,1 82,6 20 735 3,6 1,1 4 7,6 10 0,117 10 0,108 208,5
Page 11 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 2 0,05 0,41 2,7 0,035 6,3 0,016 10 25 0,05 0,03 0,08 1 1 7,79 1 18 1 1841,666667 16,1 0,46 17,2 0,011 0,7 10 4 1,2 6,8 0,048 11,3 0,01 10 110 0,05 0,09 0,14 1 4 8,18 1 70,6 1 2419 16,9 0,28 5,8 0,014 3,5 10 4 0,752 6,5 0,032 12,5 0,015 10 110 0,05 0,02 0,07 1 4 7,7 8,13 1 76,7 0,1 1300 13 0,27 7,7 0,005 0,5 12 3 0,797 4,9 0,038 9,4 0,01 10 65 0,05 0 0,05 1 2 7 7,89 1 48,7 1 2419 10 0,32 10,2 0,008 0,8 10 4 0,745 7,54 0,05 12,1 0,015 5 110 0,05 0,11 0,11 1 4 8,18 1 83,9 15 223,515 16,7 0,2 3,12 0,013 0,5 6 4 0,872 7,19 0,039 16 0,01 5 110 0,05 0,07 0,07 1 4 8,26 1 75,4 15 212,814 21,7 0,27 4,65 0,01 0,8 5 4 0,952 7,94 0,05 14,6 0,01 5 110 0,05 0,05 0,05 1 4 8,02 1 86 15 21 0,27 4,58 0,007 0,6 5 3 0,585 3,77 0,018 7,55 0,01 5 65 0,05 0,05 0,05 1 2 7,58 1 32,4 15 104,895 6,1 0,32 11,5 0,009 0,7 5 3 0,675 4,38 0,02 8,06 0,012 5 65 0,05 0,08 0,08 1 2 7,8 1 39,9 15 120,274 0,23 7,46 0,01 1 5 4 0,842 5,95 0,023 12 0,01 5 110 0,05 0,05 0,05 1 4 8,06 1 64,4 15 175,619 18 0,29 10,2 0,006 0,7 5 4 0,856 7,34 0,03 13,9 0,01 5 110 0,05 0,05 0,05 1 4 7,53 1 81,4 15 214,105 11,4 0,22 6,64 0,009 0,9 5 2 1,45 2,67 0,04 6,86 0,017 5 25 0,05 0,26 0,26 1 1 7,25 7,48 1 15,9 50 68,375 6,1 0,85 16,9 0,03 11,7 14 4 0,797 8,02 0,04 13,2 0,016 5 110 0,05 0,08 0,13 1 4 8,22 1 76,4 15 219,372 20,3 0,3 4,46 0,015 1,1 5 3 0,753 5,38 0,022 11,5 0,02 5 65 0,05 0,066 0,116 1 2 8,06 1 60,9 15 167,554 17,2 0,372 7,98 0,018 1,4 5 4 0,9 7,95 0,032 13,3 0,01 5 110 0,05 0,086 0,136 1 4 8,12 1 100 15 249,01 0,3 3,89 0,017 0,9 6,6 4 1 8,06 0,033 13,6 0,022 5 110 0,05 0,073 0,123 1 4 8,12 1 100 15 249,711 18,1 0,3 3,6 0,018 1,3 6,3 5 1,15 8,34 0,024 16,3 0,01 5 150 0,05 0,05 0,05 1 7 8,15 1 105 15 261,744 12,6 0,3 5,24 0,009 0 5 5 0,82 9,55 0,021 16,7 0,01 5 150 0,05 0,05 0,05 1 7 8,11 1 133 15 301,022 5,6 0,3 3,53 0,011 0,6 5 2 1,74 4,6 0,078 36,2 0,01 10 25 0,05 0 0,05 1 1 7,63 1 20,1 5 20,1 0,3 4,4 0,012 3,9 10 1 0,914 1,4 0,065 7,9 0,02 10 25 0,05 0,01 0,06 1 1 7,18 1 9,8 11 23 0,86 17,9 0,038 7,9 10 3 2,52 7 0,04 59,8 0,01 10 65 0,05 0 0,05 1 2 7,54 1 28,4 5 23,2 0,4 8,3 0,028 3,2 10 3 4,97 13,6 0,066 127 0,01 10 65 0,05 0 0,05 1 2 7,76 1 52,4 12 20,4 0,26 4,8 0,011 4,2 10 4 4,79 14,28 0,04 129 0,01 10 110 0,05 0 0,05 1 4 7,54 1 58,7 3 9 0,4 6,4 0,01 2,2 10 4 0,05 0,835 7,3 0,025 41,1 0,01 10 110 0,05 0 0,05 1 4 8,05 1 135 0,1 1986 14,9 0,3 9,1 0,009 0,4 10 5 1,02 12,2 0,14 95,7 0,01 5 150 0,05 0,05 0,05 1 7 8,01 1 243 15 604,412 23,5 0,23 5,46 0,012 0,9 5 5 1,13 10,5 0,032 74 0,017 5 150 0,05 0,05 0,05 1 7 8,22 1 185 15 472,989 0,28 5,25 0,02 0,5 5 5 1,01 8,34 0,065 79,6 0,01 5 150 0,05 0,05 0,05 1 7 7,56 1 143 15 24,5 0,54 11,7 0,009 0,3 5 5 1,18 10 0,025 99,1 0,01 5 150 0,05 0,05 0,05 1 7 7,95 1 238 15 574,396 19,1 0,29 9,35 0,012 0,3 5 3 0,536 3,26 0,022 20,1 0,015 5 65 0,05 0,05 0,05 1 2 7,27 1 45,7 15 135,199 7,1 0,51 17,1 0,022 1,6 5 3 0,654 4,23 0,04 28,5 0,016 5 65 0,05 0,05 0,05 1 2 7,56 1 79,7 15 212,185 0,33 12 0,02 0,9 5 3 0,614 4,89 0,006 32,8 0,01 5 65 0,05 0,05 0,05 1 2 7,95 1 81,2 15 214,738 19,9 0,42 15,6 0,012 0,4 28 4 0,789 7,51 0,012 57,8 0,011 5 110 0,05 0,05 0,05 1 4 7 7,85 1 139 15 364,383 13,7 0,36 12,4 0,011 0,5 34 3 1,31 4,6 0,042 27,3 0,02 5 65 0,05 0,09 0,09 1 2 6,8 7,75 1 62,2 15 183,639 6,3 0,56 17 0,036 3,1 51 5 0,801 9,64 0,04 68,8 0,01 5 150 0,05 0,05 0,05 1 7 8,11 1 155 15 423,879 24,8 0,3 7,11 0,014 0,5 5 5 1,19 11,6 0,052 113 0,01 5 150 0,05 0,05 0,05 1 7 7,95 1 233 15 622,362 21,6 0,3 5,81 0,017 0,5 5 5 1,39 14,5 0,067 120 0,013 5 150 0,05 0,05 0,05 1 7 8,01 1 306 15 749,689 20,5 0,3 5,13 0,021 0,6 5,2 5 1,48 13,3 0,026 96,2 0,01 5 150 0,05 0,05 0,05 1 7 8,07 1 266 15 640,903 16 0,3 4,23 0,012 1 5 5 1,02 12,9 0,026 85,8 0,01 5 150 0,05 0,05 0,05 1 7 8,02 1 253 15 601,354 6,9 0,3 4,44 0,016 0,7 5 3 0,88 3,3 0,029 20,8 0,076 10 65 0,05 0 0,05 1 2 7,87 1 51,6 1 2419 12,1 0,43 11,2 0,011 0,9 10 3 0,736 4,5 0,02 34,7 0,01 10 65 0,05 0 0,05 1 2 8,47 1 77,5 1 1553 25 0,3 12,3 0,008 0,6 10 5 1,36 8,7 0,017 76,3 0,01 10 150 0,05 0 0,05 1 7 8,26 1 158 1 872 23,9 0,2 5,9 0,005 0,2 10 3 0,823 3,7 0,016 23,3 0,011 10 65 0,05 0 0,05 1 2 7,99 1 65,6 0 1595 19,8 0,4 14,8 0,005 0,6 27 5 1,06 8,4 0,01 64,76 0,01 10 150 0,05 0 0,05 1 7 7,97 1 149 0,4 395 9 0,26 6,8 0,005 0,7 10 3 0,05 0,824 4,2 0,025 29,7 0,014 10 65 0,05 0,07 0,12 1 2 7,32 1 70,7 12 1553 17,7 0,45 12,2 0,029 2,4 32 5 1,68 12,6 0,011 101 0,01 10 150 0,05 0 0,05 1 7 8,55 1 231 0 751,5 24,9 0,23 5,8 0,005 0 10 5 1,08 8,4 0,01 53,4 0,01 10 150 0,05 0 0,05 1 7 7,75 8,11 1 162 0,1 330 14,5 0,26 6,3 0,005 0 10 4 1,96 4,9 0,041 26 0,01 10 110 0,05 0 0,05 1 4 7,75 7,76 1 89,7 2 2419 9,5 0,48 12,6 0,012 1,5 10 5 1,08 9,94 0,0086 85,2 0,01 5 150 0,05 0,05 0,05 1 7 8,75 1 195 15 530,283 26,3 0,23 5,49 0,005 0,2 16 5 1,38 11 0,028 96,6 0,01 5 150 0,05 0,05 0,05 1 7 8,14 1 224 15 587,118 23,7 0,31 5,5 0,014 0,5 5 5 0,877 7,54 0,057 61,6 0,011 5 150 0,05 0,05 0,05 1 7 7,82 1 128 15 20 0,44 11,8 0,005 0,2 5 3 3,98 3,68 0,168 11,6 0,023 5 65 0,05 0,77 0,77 1,94 2 7,37 1 42,9 170 128,034 14,8 1,63 14,9 0,16 46 10 3 0,799 3,7 0,033 22,8 0,01 5 65 0,05 0,05 0,05 1 2 7,47 1 58 15 161,009 11,9 0,5 18,9 0,02 1 5 3 0,724 3,22 0,024 20,2 0,01 5 65 0,05 0,05 0,05 1 2 7,61 1 46,3 15 137,548 0,4 14,2 0,014 0,8 5 3 0,845 4,56 0,023 28,1 0,012 5 65 0,05 0,05 0,05 1 2 8,19 1 73,3 15 201,703 22,6 0,46 14,9 0,009 0,4 5 4 0,97 6,64 0,025 43,8 0,01 5 110 0,05 0,05 0,05 1 4 7,75 7,97 1 118 15 309,31 14,8 0,43 13,2 0,005 0,5 5 3 1,84 4,04 0,029 20,5 0,031 5 65 0,05 0,11 0,11 1 2 7,75 7,88 1 51,9 15 169,043 7,1 0,75 15,1 0,04 4,7 5 5 1,06 8,37 0,03 67,4 0,01 5 150 0,05 0,05 0,05 1 7 8,54 1 142 15 413,609 28,7 0,3 7,82 0,01 0,7 7,5 5 1,24 8,96 0,0054 67,6 0,027 5 150 0,05 0,05 0,05 1 7 8,36 1 173 15 459,287 21,6 0,3 7,31 0,005 0,3 5 5 1,41 13,3 0,024 109 0,01 5 150 0,05 0,05 0,05 1 7 8,16 1 260 15 703,625 22,1 0,3 4,74 0,011 0,5 8,3 5 1,46 11,3 0,028 74,4 0,01 5 150 0,05 0,05 0,05 1 7 8,17 1 205 15 536,952 15,9 0,3 4,79 0,005 0,7 5 5 1,21 12,5 0,028 78,6 0,01 5 150 0,05 0,05 0,05 1 7 8,12 1 252 15 592,237 6,2 0,3 5,04 0,009 0,3 5 3 0,81 3,4 0,046 26,1 0,01 10 65 0,05 0 0,05 1 2 7,65 1 56,2 1 1050 12,6 0,46 12,1 0,013 1,2 13 4 0,671 5 0,055 51,1 0,021 10 110 0,05 0 0,05 1 4 7,78 1 97,5 1 1733 23,5 0,38 14,9 0,021 1,3 17 5 1,28 10,3 0,065 118 0,01 10 150 0,05 0 0,05 1 7 7,87 1 201 1 2419 23,1 0,25 7,4 0,005 0,5 10 3 0,708 3,4 0,021 22,9 0,01 10 65 0,05 0 0,05 1 2 7,39 1 58,5 0 2419 16 0,41 16,7 0,01 2,5 10 5 0,988 8,72 0,018 83,54 0,01 10 150 0,05 0 0,05 1 7 7,61 1 159 0,6 1021 8 0,29 7,9 0,005 0,6 10 3 0,05 0,655 5,2 0,043 27,5 0,012 10 65 0,05 0 0,05 1 2 7,84 1 3 2 1883,5 18,2 0,28 9,2 0,014 0,7 35 5 1,58 13,2 0,089 144 0,01 10 150 0,05 0 0,05 1 7 8,01 1 259 3 2648,5 24,2 0,27 7,6 0,008 0,5 10 5 1,06 8,8 0,036 65,3 0,01 10 150 0,05 0 0,05 1 7 7,5 7,9 1 175 0,8 460 13 0,28 6,9 0,007 0,3 13
Page 12 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 7 North Riv Below Bridge on Morton Road 12-10-98 1998 10 54-98-413 0,0714 0,1 39,4 1 46,3 0,1 48,9 60 473 2,3 1 3 9,6 54 0,1 23 0,274 139,5 7 North Riv Below Bridge on Morton Road 12-10-98 1998 10 54-98-435 0,0666 0,1 39,4 1,1 47,2 0,1 47,2 60 470 1,8 1 3 9,6 54 0,1 16 0,274 142,1 7 North Riv Below Bridge on Morton Road 12-10-98 1998 10 54-98-434 0,0449 0,1 38,2 1,2 46,7 0,1 47 60 469 0,6 1,1 3 9,6 72 0,1 10 0,27 141,3 7 North Riv Below Bridge on Morton Road 21-6-99 1999 6 54-99-71 0,022 0,1 64,3 2,14 88,9 0,1 166 30 1060 3,5 1,3 4 10,6 10 0,114 0,11 247 7 North Riv Below Bridge on Morton Road 27-7-99 1999 7 54-99-188 0,0079 0,1 75,7 2,35 92,2 0,1 157 10 1100 4 1,4 4 9,7 40 0,12 0,06 277 7 North Riv Below Bridge on Morton Road 1-9-99 1999 9 54-99-261 0,0064 0,1 54,6 1,86 70 0,1 120 50 822 7,4 1 4 8,8 40 0,1 0,05 221 7 North Riv Below Bridge on Morton Road 22-9-99 1999 9 54-99-366 0,186 0,1 48,9 2,23 42,8 0,1 39,2 50 446 4 1 3 8,6 2000 0,1 0,26 129,2 7 North Riv Below Bridge on Morton Road 3-10-99 1999 10 54-99-402 0,173 0,1 28,2 1,72 27,7 0,1 32,9 100 300 1,3 0,8 2 10,6 190 0,1 0,39 84,2 7 North Riv Below Bridge on Morton Road 27-10-99 1999 10 54-99-487 0,174 0,1 24,2 1,1 24,3 0,1 30,5 100 279 1,8 0,7 2 0,1 0,33 74,6 7 North Riv Below Bridge on Morton Road 14-8-00 2000 8 54-00-380 0,059 0,1 36,6 2,09 33,9 0,1 42,4 70 380 2,5 0,8 2 10,8 30 0,1 0,222 103 7 North Riv Below Bridge on Morton Road 24-9-00 2000 9 54-00-815 0,03 0,1 49,8 1,89 53,3 0,1 77,7 60 615 1,6 0,8 3 7,29 280 0,1 0,158 160 7 North Riv Below Bridge on Morton Road 29-10-00 2000 10 54-00-964 0,143 0,1 41,7 1,6 38,3 0,1 45,4 70 396 1,8 2,6 2 10,52 280 0,1 0,294 116 7 North Riv Below Bridge on Morton Road 28-6-01 2001 6 54-01-1012 0,018 0,1 68,9 2,23 70 0,1 109 40 832 2,2 1,6 4 7,6 190 0,1 0,079 211,9 7 North Riv Below Bridge on Morton Road 26-7-01 2001 7 54-01-1041 0,0079 0,1 74,8 2,55 75,8 0,1 137 40 1000 4,1 4 4 6,22 940 0,125 0,079 228 7 North Riv Below Bridge on Morton Road 22-8-01 2001 8 54-01-1078 0,0098 0,1 86,1 2,22 128 0,1 268 20 RPV 4,1 3 4 5,08 50 0,178 0,059 376 7 North Riv Below Bridge on Morton Road 24-9-01 2001 9 54-01-1092 0,0086 0,1 85,3 1,62 108 0,1 213 15 1330 8,2 2,7 4 6,36 140 0,156 0,066 325 7 North Riv Below Bridge on Morton Road 5-11-01 2001 11 54-01-1122 0,018 0,1 77,3 1,5 113 0,1 137 20 1160 2,1 1,8 4 9,81 20 0,117 0,106 339,8 8 North Riv Below Rte 112 Bridge 3-6-97 1997 6 54-97-8700069 0,119 0,1 31,5 1,4 24,1 0,1 20,2 70 243 1,4 0,5 2 10,9 0,1 0,279 74,2 8 North Riv Below Rte 112 Bridge 15-7-97 1997 7 54-97-8700196 0,0216 0,1 44 1 40,8 0,1 41,9 50 453 1,5 1,8 3 10,1 0,1 0,357 124,1 8 North Riv Below Rte 112 Bridge 12-8-97 1997 8 54-97-8700362 0,021 0,1 71,7 2,4 78,5 0,1 79,9 30 794 0,5 1,1 4 9,5 0,127 0,105 238,4 8 North Riv Below Rte 112 Bridge 13-9-97 1997 9 54-97-8700433 0,184 0,1 24,4 1,5 24,1 0,1 18,9 80 243 0,8 2,2 2 7,9 0,1 0,362 74,2 8 North Riv Below Rte 112 Bridge 13-10-97 1997 10 54-97-8700518 0,0309 0,1 59,3 1,3 64,99 0,1 51,4 20 606 1,5 0,5 4 10,6 0,1 0,153 197,3 8 North Riv Below Rte 112 Bridge 18-6-98 1998 6 54-98-93 0,254 0,1 22,2 1,1 11,8 0,1 7,6 75 120 80 1,2 1,1 2 9,1 317 0,1 197,3333333 0,522 37,7 8 North Riv Below Rte 112 Bridge 11-8-98 1998 8 54-98-270 0,0893 0,1 82,6 5,3 98,7 0,1 108 15 1040 7,1 0,5 4 8,2 108 0,163 85,5 0,199 297,5 8 North Riv Below Rte 112 Bridge 13-9-98 1998 9 54-98-377 0,0438 0,1 53,5 2,3 48,9 0,1 11,9 40 496 2,7 0,7 3 8,7 921 0,101 300 0,181 149,3 8 North Riv Below Rte 112 Bridge 12-10-98 1998 10 54-98-414 0,077 0,1 33,6 1 33,9 0,1 22,4 70 312 0,5 0,9 2 9,9 460 0,1 180 0,362 104 40 North Riv Below Tingley Hill Bridge 15-9-98 1998 9 52-98-1202 0,0075 0,1 80,9 3,1 94,6 0,1 180 20 1140 7,2 0,5 4 12,36 12,36 52 0,111 42 0,05 275,3 40 North Riv Below Tingley Hill Bridge 21-6-99 1999 6 54-99-68 0,013 0,1 71,7 2,96 93,7 0,1 231 10 1230 3,8 1,8 4 11,3 20 0,1 0,05 258 40 North Riv Below Tingley Hill Bridge 22-7-99 1999 7 52-99-1035 0,015 0,1 75,3 3,78 101 0,1 206 5 1360 3,4 1,4 4 10,8 110 0,105 0,05 295 40 North Riv Below Tingley Hill Bridge 1-9-99 1999 9 52-99-1511 0,024 0,1 63,4 3,73 92,8 0,1 214 20 1300 4,4 1,6 4 12,6 10 0,1 0,05 286 40 North Riv Below Tingley Hill Bridge 1-9-99 1999 9 54-99-262 0,0034 0,1 73,9 3,18 96,7 0,1 223 20 1260 9,1 1,6 4 13,1 20 0,1 0,05 281 40 North Riv Below Tingley Hill Bridge 3-10-99 1999 10 54-99-367 0,124 0,005 41,1 2,12 38,4 0,1 55,4 60 44,9 1,4 1 2 12,2 190 0,1 0,23 112 40 North Riv Below Tingley Hill Bridge 27-10-99 1999 10 54-99-446 0,117 0,1 38,4 1,5 36,9 0,1 56 60 402 1,5 0,8 2 0,1 0,21 99,3 40 North Riv Below Tingley Hill Bridge 14-8-00 2000 8 54-00-377 0,045 0,1 50,9 3,21 55,2 0,1 109 60 690 2,8 1,2 3 14 110 0,1 0,109 161,8 40 North Riv Below Tingley Hill Bridge 24-9-00 2000 9 54-00-819 0,012 0,1 62,7 2,22 74,8 0,1 167 40 976 1,9 1,2 4 9,19 90 0,1 0,068 218 40 North Riv Below Tingley Hill Bridge 29-10-00 2000 10 54-00-965 0,496 0,1 56,8 2,1 46,1 0,1 59,2 60 477 2,6 3,9 3 8,68 2250 0,1 0,372 137 65 Petitcodiac Riv @ New TCH bridge 12-12-00 2000 12 52-00-2192 0,209 0,1 27,9 1,07 18,2 0,1 27,1 100 210 0,5 0,8 2 0,1 0,772 56 65 Petitcodiac Riv @ New TCH bridge 23-4-01 2001 4 52-01-44 0,507 0,1 14,4 1 6,95 0,1 5,09 75 65,1 1,2 0,9 2 60 0,1 0,391 21,8 65 Petitcodiac Riv @ New TCH bridge 9-8-01 2001 8 52-01-966 0,01 0,1 57,8 2,07 70,5 0,1 164 10 1010 1,6 2 4 40 0,107 0,114 207 4 Petitcodiac Riv @ TCH Bridge 3-6-97 1997 6 54-97-8700072 0,083 0,1 28,2 1 21,7 0,1 32,6 50 255 1,5 0,6 2 11,8 86 0,1 57 0,291 64,1 4 Petitcodiac Riv @ TCH Bridge 15-7-97 1997 7 54-97-8700193 0,0649 0,1 37,8 1,8 30,6 0,1 45,6 50 340 2,5 2,6 2 12,1 141 0,1 96 0,533 88,8 4 Petitcodiac Riv @ TCH Bridge 11-8-97 1997 8 54-97-8700334 0,0127 0,1 53,8 1,9 53,2 0,1 115 30 690 0,5 1,5 3 13,2 97 0,1 81 0,224 154,7 4 Petitcodiac Riv @ TCH Bridge 15-9-97 1997 9 54-97-8700436 0,001 0,1 37,8 1 37,7 0,1 68,8 70 472 0,5 0,5 2 9,9 66 0,1 49 0,27 111 4 Petitcodiac Riv @ TCH Bridge 13-10-97 1997 10 54-97-8700521 0,0162 0,1 56,9 1,2 66,79 0,1 138 30 849 1,1 0,5 4 15,7 180 0,1 32 0,195 195,2 4 Petitcodiac Riv @ TCH Bridge 27-5-98 1998 5 54-98-44 0,118 0,1 26,7 1,2 15,9 0,1 24,5 70 205 1,2 0,5 2 10,7 179,3333333 0,1 168 0,352 48,3 4 Petitcodiac Riv @ TCH Bridge 17-6-98 1998 6 54-98-65 0,338 0,1 14,6 3,1 32,7 0,1 57,1 70 415 340 3 1,4 2 8,9 2419 0,1 300 0,551 100,2 4 Petitcodiac Riv @ TCH Bridge 11-8-98 1998 8 54-98-242 0,019 0,1 52,4 2,1 65,9 0,1 170 15 1010 4,1 0,8 4 14,7 10 0,115 15 0,128 193,8 4 Petitcodiac Riv @ TCH Bridge 13-9-98 1998 9 54-98-380 0,0195 0,1 65,6 1,6 59,5 0,1 130 30 812 1,8 1,4 3 9,4 420 0,107 570 0,223 175,7 4 Petitcodiac Riv @ TCH Bridge 12-10-98 1998 10 54-98-417 0,0964 0,1 40,7 1 40,8 0,1 60,2 75 466 2,3 1,1 3 11,8 1840 0,1 1280 0,437 121,6 4 Petitcodiac Riv @ TCH Bridge 16-11-98 1998 11 52-98-1520 0,203 0,1 23,7 1,1 21,7 0,1 28,5 50 242 1,3 0,7 2 0,1 0,297 64,9 4 Petitcodiac Riv @ TCH Bridge 21-6-99 1999 6 54-99-66 0,032 0,1 50,7 1,87 50,9 0,1 117 10 667 2,5 1 3 14,5 50 0,1 0,29 129 4 Petitcodiac Riv @ TCH Bridge 13-7-99 1999 7 242-99-3105 0,108 0,1 37,9 1,52 38,6 0,1 75,3 50 513 2,2 0,8 2 660 0,1 0,42 115 4 Petitcodiac Riv @ TCH Bridge 28-7-99 1999 7 54-99-190 0,022 0,1 58,4 2,4 55,9 0,1 140 15 828 1,8 1,2 3 13,7 130 0,1 0,22 164 4 Petitcodiac Riv @ TCH Bridge 1-9-99 1999 9 54-99-264 0,0074 0,1 44,5 1,78 51,5 0,1 121 40 694 5,4 0,9 3 15,2 30 0,1 0,18 152 4 Petitcodiac Riv @ TCH Bridge 21-9-99 1999 9 242-99-3376 0,041 0,1 48,1 2,05 50,9 0,1 104 40 665 2,4 1,2 3 220 0,1 0,29 151 4 Petitcodiac Riv @ TCH Bridge 22-9-99 1999 9 54-99-370 0,303 0,1 41,6 2,04 35 0,1 68,2 150 482 5,5 2,5 2 9 2000 0,1 1,87 104 4 Petitcodiac Riv @ TCH Bridge 3-10-99 1999 10 54-99-399 0,131 0,1 25,1 1,25 20,6 0,1 30,8 60 239 0,9 0,6 2 11,6 150 0,1 0,37 61,3 4 Petitcodiac Riv @ TCH Bridge 27-10-99 1999 10 54-99-449 0,102 0,1 25,6 1 21,2 0,1 29,5 60 247 1,1 0,6 2 0,1 0,28 63,4 4 Petitcodiac Riv @ TCH Bridge 25-11-99 1999 11 242-99-3462 0,074 0,1 36 1,03 29,2 0,1 50,5 40 365 2,3 0,8 2 70 0,1 0,22 86,6 4 Petitcodiac Riv @ TCH Bridge 7-2-00 2000 2 52-00-11 0,138 0,1 42,8 1 37,2 0,1 61,6 15 442 1 0,7 2 0,1 0,2 110 4 Petitcodiac Riv @ TCH Bridge 30-4-00 2000 4 52-00-679 0,18 0,005 26,9 1 17,2 0,1 23,9 40 186 1,6 0,7 2 40 0,1 0,221 51,7 4 Petitcodiac Riv @ TCH Bridge 27-6-00 2000 6 52-00-813 0,045 0,1 44,7 1,54 36,6 0,1 54,5 30 444 1,3 0,7 2 11,8 110 0,1 0,32 109 4 Petitcodiac Riv @ TCH Bridge 14-8-00 2000 8 54-00-375 0,035 0,1 49,2 1,96 39,3 0,1 74,2 50 506 2,6 0,8 2 14,6 360 0,1 0,24 117 4 Petitcodiac Riv @ TCH Bridge 24-8-00 2000 8 52-00-820 300 4 Petitcodiac Riv @ TCH Bridge 24-9-00 2000 9 54-00-818 0,03 0,1 54,7 1,57 54,7 0,1 126 40 729 1,5 0,9 3 8,99 220 0,1 0,211 160 4 Petitcodiac Riv @ TCH Bridge 29-10-00 2000 10 54-00-977 0,439 0,1 43,8 1,52 37,5 0,1 57,8 60 422 1,7 1,5 2 9,44 720 0,106 0,507 112 4 Petitcodiac Riv @ TCH Bridge 29-10-00 2000 10 54-00-967 0,467 0,1 46,3 1,69 38,3 0,1 59,6 60 436 1,9 1,3 2 860 0,1 0,48 114 4 Petitcodiac Riv @ TCH Bridge 12-2-01 2001 2 52-01-10 0,212 0,1 33,9 1,21 25 0,1 33 40 277 0,8 0,9 2 0,1 0,272 72,3 66 Petitcodiac Riv 30m below covered bridge 16-9-98 1998 9 52-98-1206 0,0145 0,1 62,1 1,2 56 0,1 126 20 768 4,9 0,6 3 10,03 10,03 29 0,1 13 0,073 166,6
Page 13 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 4 1,39 5,8 0,055 38,6 0,01 10 110 0,05 0 0,05 1 4 6,75 7,46 1 110 1,4 1733 8,5 0,42 12,5 0,006 0,8 10 4 1,07 5,9 0,053 38,5 0,01 10 110 0,05 0 0,05 1 4 6,75 7,52 1 108 1,6 1553 8,5 0,38 12,4 0,01 0,7 10 4 1,09 6 0,054 38,4 0,01 10 110 0,05 0 0,05 1 4 6,75 7,53 1 106 1,4 1553 8,5 0,4 12,4 0,011 0,8 10 5 1,1 11 0,102 122 0,01 5 150 0,05 0,05 0,05 1 7 7,97 1 234 15 662,157 24,4 0,31 6,96 0,013 1 5 5 1,16 11,5 0,036 116 0,01 5 150 0,05 0,05 0,05 1 7 8,06 1 244 15 667,733 23,5 0,34 5,92 0,01 0,6 5 5 0,978 8,9 0,005 86 0,01 5 150 0,05 0,05 0,05 1 7 7,43 1 164 15 483,028 18 0,47 14,6 0,011 0,3 5 4 1,67 5,42 0,043 34,5 0,01 5 110 0,05 0,46 0,46 1 4 7,53 1 84,9 15 240,464 15,2 0,73 12,7 0,046 6,2 5 3 0,657 3,64 0,036 27,1 0,016 5 65 0,05 0,05 0,05 1 2 7,2 1 58,6 15 168,444 11,2 0,59 22,2 0,022 1 5 3 0,652 3,37 0,034 25,4 0,012 5 65 0,05 0,05 0,05 1 2 7,45 1 50,1 15 149,708 0,39 14,8 0,017 0,9 5 3 0,679 4,53 0,0069 34,7 0,01 5 65 0,05 0,05 0,05 1 2 7,88 1 75,4 15 214,185 20,2 0,5 16,8 0,01 0,3 5 4 0,927 6,48 0,018 61,4 0,013 5 110 0,05 0,05 0,05 1 4 7,25 7,73 1 130 15 360,221 14,6 0,42 16,2 0,012 0,4 5 3 0,944 4,99 0,029 36 0,014 5 65 0,05 0,05 0,05 1 2 6,8 7,75 1 78,6 15 230,052 6,9 0,45 14,7 0,02 1,2 7 5 0,936 9,01 0,058 85,7 0,01 5 150 0,05 0,05 0,05 1 7 8,04 1 164 15 480,471 25,4 0,3 9,06 0,014 0,8 6 5 1,27 9,48 0,048 97,6 0,01 5 150 0,05 0,05 0,05 1 7 7,84 1 201 15 567,521 21,7 0,3 9,7 0,012 0,5 5 5 1,53 13,8 0,109 204 0,01 5 150 0,05 0,05 0,05 1 7 7,87 1 334 15 1001,579 20,3 0,3 5,8 0,015 0,5 7,5 5 1,53 13,5 0,056 138 0,01 5 150 0,05 0,05 0,05 1 7 8 1 315 15 840,727 16,2 0,3 5,84 0,008 0,8 5 5 1,22 14 0,059 109 0,01 5 150 0,05 0,05 0,05 1 7 7,89 1 281 15 702,129 7,3 0,3 5,72 0,016 0,9 5 3 0,69 3,4 0,061 17,9 0,124 10 65 0,05 0,01 0,06 1 2 7,66 1 52,3 1 11,3 0,39 11 0,011 1,2 10 4 0,493 5,4 0,016 38,5 0,017 10 110 0,05 0 0,05 1 4 7,82 1 101 1 21,8 0,32 11,3 0,013 1,6 10 5 1,08 10,3 0,056 72,1 0,01 10 150 0,05 0 0,05 1 7 8,12 1 194 1 22,6 0,26 5,6 0,009 0,8 10 3 0,635 3,4 0,034 18,2 0,01 10 65 0,05 0 0,05 1 2 7,34 1 55,3 0 15 0,32 16,4 0,008 1,5 14 5 0,829 8,5 0,019 51,49 0,01 10 150 0,05 0 0,05 1 7 7,65 1 146 0 6 0,2 6,3 0,005 0,6 10 2 0,05 0,413 2 0,05 8,3 0,017 10 25 0,05 0 0,05 1 1 7,6 1 18,3 4 1841,666667 17 0,48 19,8 0,017 1,2 10 5 1,6 12,4 0,148 101 0,01 10 150 0,05 0 0,05 1 7 7,99 1 245 30 1336,5 24,4 0,22 5,2 0,01 0,5 10 4 0,777 6,6 0,081 36,1 0,01 10 110 0,05 0 0,05 1 4 7,5 7,85 1 125 1 2419 11,5 0,34 9,7 0,009 0,6 11 3 1,33 4,7 0,054 20,5 0,01 10 65 0,05 0 0,05 1 2 7,25 7,51 1 78,7 5,4 1970 9 0,4 13,9 0,01 1 10 5 0,05 1,4 9,5 0,011 142 0,01 10 150 0,05 0 0,05 1 7 8,07 1 212 0,3 1300 17,2 0,22 5,2 0,005 0 10 5 1,14 8,85 0,012 154 0,01 5 150 0,05 0,05 0,05 1 7 8,46 1 222 15 754,114 25,4 0,25 4,12 0,005 0,3 5 5 1,53 10,5 0,016 165 0,01 5 150 0,05 0,05 0,05 1 7 8,53 1 234 15 763,625 24,5 0,27 4,48 0,007 0,3 5 5 1,38 8,86 0,014 154 0,01 5 150 0,05 0,05 0,05 1 7 8,62 1 208 15 714,017 23,8 0,32 7,56 0,019 0,3 5 5 1,22 9,59 0,005 154 0,01 5 150 0,05 0,05 0,05 1 7 8,4 1,96 216 15 745,238 20,4 0,27 7,9 0,005 0,1 5 3 0,942 3,99 0,028 43 0,01 5 65 0,05 0,05 0,05 1 2 5,61 1 78,6 15 245,703 11 0,4 14,8 0,022 1,1 5 3 0,808 3,81 0,023 37,3 0,01 5 65 0,05 0,05 0,05 1 2 7,74 1 77,6 15 236,136 0,38 11,1 0,015 1 5 4 1,06 5,81 0,014 76,4 0,01 5 110 0,05 0,05 0,05 1 4 8,76 1 122 15 400,507 22,2 0,39 12,3 0,01 0,3 5 5 1,21 7,6 0,022 112 0,012 5 150 0,05 0,05 0,05 1 7 7,75 7,62 1 177 15 577,661 14,7 0,36 10,4 0,005 0,3 5 4 1,89 5,31 0,035 44,5 0,02 5 110 0,05 0,15 0,15 1 4 7,75 8,02 1 84,4 15 277,208 6,8 0,66 13,2 0,037 5,6 56 2 1,32 2,56 0,05 19 0,112 5 25 0,05 0,32 0,32 1 1 7,43 1 26,7 15 114,175 0,66 9,31 0,066 15,2 5 1 1,09 1,07 0,062 4,1 0,047 5 25 0,05 0,15 0,16 1 1 7,09 1 6,7 27 35,416 0,38 6,8 0,054 14 5 5 1,81 7,43 0,035 115 0,016 5 150 0,05 0,05 0,05 1 7 8,16 1 133 15 526,915 0,3 5,21 0,01 0,6 5 3 0,72 2,4 0,053 22,9 0,01 10 65 0,05 0 0,05 1 2 7,78 1 41,1 2 1700 11,5 0,34 7,5 0,012 1,4 10 3 0,653 3 0,046 33,5 0,021 10 65 0,05 0 0,05 1 2 8,09 1 53,2 1 2419 25,4 0,38 8,7 0,017 1,3 10 4 1,24 5,3 0,027 79,4 0,01 10 110 0,05 0 0,05 1 4 8,57 1 113 1 2419 23,3 0,25 4,8 0,012 0,7 10 3 0,05 4,1 0,01 49 0,01 10 65 0,05 0 0,05 1 2 8,61 1 79,7 1,4 494 21 0,42 11,2 0,015 1 10 5 1,23 6,9 0,019 101 0,086 10 150 0,05 0 0,05 1 7 8,28 1 139 1,8 980 8 0,38 5,8 0,023 1 10 2 0,501 2,1 0,03 18 0,032 10 25 0,05 0 0,05 1 1 6,84 1 30,6 3 1841,666667 14,9 0,39 12,4 0,017 1,7 10 3 0,05 1,12 4,5 0,122 41,7 0,051 10 65 0,05 0,13 0,18 1 2 7,28 1 66,8 20 1553 17,1 0,5 10,3 0,046 3,8 16 5 1,55 7,1 0,026 125 0,01 10 150 0,05 0 0,05 1 7 9,2 1 138 2 1798,5 25,6 0,29 5,2 0,015 0,5 10 4 1,2 6,6 0,037 92,2 0,035 10 110 0,05 0 0,05 1 4 7,75 7,98 1 130 2,7 12030 14 0,42 5,8 0,02 0,8 10 4 2,09 4,8 0,081 43,5 0,03 10 110 0,05 0,04 0,09 1 4 7,75 7,68 1 83,9 8 14140 11,5 0,7 11,5 0,03 4 15 3 0,756 2,6 0,036 20,5 0,023 10 65 0,05 0,1 0,15 1 2 7,54 1 40,5 1,68 0,29 8,9 0,014 1,8 10 4 0,874 5,27 0,011 82,7 0,01 5 110 0,05 0,05 0,05 1 4 8,75 1 102 15 389,825 22,8 0,31 4,4 0,024 1,2 5 3 1,03 4,56 0,054 57,8 0,069 5 65 0,05 0,05 0,05 1 2 7,82 1 81,5 15 282,44 0,54 9,78 0,036 2,1 5 4 1,24 6,04 0,066 98 0,01 5 110 0,05 0,05 0,05 1 4 8,63 1 121 15 457,857 26 0,51 5,29 0,036 1,2 5 4 0,965 5,65 0,005 93,4 0,01 5 110 0,05 0,05 0,05 1 4 8,92 1,94 109 15 408,736 22,2 0,47 9,88 0,028 1,1 5 4 1,32 5,73 0,03 76,3 0,017 5 110 0,05 0,05 0,05 1 4 8,73 1 111 15 378,8 0,46 10,9 0,024 1,2 5 3 2,12 3,98 0,089 50,5 0,036 5 65 0,05 0,21 0,21 1,62 2 7,53 1 62,2 90 250,265 15,7 0,7 7,1 0,075 25,2 8,3 3 0,573 2,38 0,032 22,4 0,016 5 65 0,05 0,05 0,05 1 2 7,3 1 40 15 132,674 10,7 0,38 12,1 0,016 1,3 5 3 0,729 2,57 0,031 23,4 0,011 5 65 0,05 0,05 0,05 1 2 7,51 1 37,6 15 131,1 0,28 9,7 0,013 1,1 5 3 0,633 3,35 0,022 35,4 0,053 5 65 0,05 0,05 0,05 1 2 8,12 1 60 15 201,327 0,35 6,61 0,013 1 5 3 0,876 4,19 0,044 43,6 0,051 5 65 0,05 0,2 0,23 1 2 7,35 1 74,3 15 248,954 0,22 3,6 0,018 1,4 5 2 0,735 2,13 0,026 15,4 0,016 5 25 0,05 0,06 0,06 1 1 6,48 1 29,8 15 106,104 0,28 8,94 0,015 1,8 5 3 0,751 4,18 0,033 44 0,018 5 65 0,05 0,05 0,05 1 2 8,12 1 67,6 15 235,177 22,7 0,28 6,12 0,016 1,2 5 3 0,954 4,51 0,021 53,1 0,029 5 65 0,05 0,05 0,05 1 2 8,34 1 80 15 282,208 21,5 0,54 10,7 0,021 0,9 5
4 1,01 5,74 0,041 82,8 0,062 5 110 0,05 0,05 0,05 1 4 7,75 7,56 1 123 15 426,68 15 0,39 9,43 0,014 1 5 3 1,51 4,47 0,049 43,1 0,028 5 65 0,05 0,05 0,05 1 2 7,25 7,84 1 68,4 15 240,412 6,5 0,53 11,6 0,024 7 27 3 1,48 4,55 0,045 44 0,028 5 65 0,05 0,07 0,07 1 2 8 1 70,9 15 248,026 0,51 11 0,021 7,2 12 3 1,72 3,25 0,073 24,1 0,132 5 65 0,05 0,5 0,5 1 2 7,24 1 39,6 15 149,89 0,6 5,66 0,041 5 5,8 4 0,05 1,19 6,5 0,018 88,9 0,01 10 110 0,05 0 0,05 1 4 8,16 1 126 0,4 1300 19,9 0,22 5 0,005 0,2 10
Page 14 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 66 Petitcodiac Riv 30m below covered bridge 22-7-99 1999 7 52-99-1047 8,2 30 66 Petitcodiac Riv 30m below covered bridge 2-9-99 1999 9 52-99-1513 0,032 0,1 50,1 1,62 48,4 0,1 116 20 719 1,8 0,9 3 10 0,1 0,24 142 67 Petitcodiac Riv 50m above Rte 112 bridge 16-9-98 1998 9 52-98-1205 0,0127 0,1 39,7 1 31,1 0,1 60,7 20 412 3,2 0,5 2 10,84 10,84 44 0,1 20 0,05 91,7 15 Petitcodiac Riv Above French Brook 3-6-97 1997 6 54-97-8700074 0,0614 0,1 21,2 1 13,5 0,1 21 50 163 1 0,5 2 11,4 33 0,1 33 0,188 40,3 15 Petitcodiac Riv Above French Brook 16-7-97 1997 7 54-97-8700202 0,0521 0,1 33,1 2,1 24,8 0,1 35,6 30 278 2,6 0,6 2 11,2 133 0,1 108 0,328 72,6 15 Petitcodiac Riv Above French Brook 11-8-97 1997 8 54-97-8700344 0,0146 0,1 37,2 1 32,7 0,1 63,3 15 417 0,5 1,2 2 9,4 74 0,1 67 0,051 96,1 15 Petitcodiac Riv Above French Brook 14-9-97 1997 9 54-97-8700437 0,045 0,1 33 1,1 28 0,1 44,5 60 342 0,8 1,4 2 7,9 95 0,1 73 0,239 83,9 15 Petitcodiac Riv Above French Brook 13-10-97 1997 10 54-97-8700522 0,0111 0,1 42,8 1 42,65 0,1 83,7 15 541 1,2 0,5 3 11,8 11 0,1 10 0,094 125,4 15 Petitcodiac Riv Above French Brook 17-6-98 1998 6 54-98-75 0,116 0,1 31,2 1 21,2 0,1 40,3 40 287 240 0,5 1 2 10,1 1540 0,1 755 0,257 64,1 15 Petitcodiac Riv Above French Brook 12-8-98 1998 8 54-98-252 0,0168 0,1 31,6 1 28 0,1 64,1 5 398 2,4 0,7 2 9 308 0,1 119 0,067 83,5 15 Petitcodiac Riv Above French Brook 13-9-98 1998 9 54-98-381 0,0126 0,1 40,9 1 31,2 0,1 62,7 10 431 0,9 0,6 2 10 30 0,1 30 0,05 92,7 15 Petitcodiac Riv Above French Brook 12-10-98 1998 10 54-98-418 0,113 0,1 26 1 19,4 0,1 32,4 40 251 1,7 0,9 2 9,8 248 0,1 68 0,268 57,5 15 Petitcodiac Riv Above French Brook 21-6-99 1999 6 54-99-75 0,028 0,1 24,4 1,5 20 0,1 41,7 5 270 1,1 0,5 2 10,3 10 0,1 0,07 58,8 15 Petitcodiac Riv Above French Brook 28-7-99 1999 7 54-99-189 0,014 0,1 37,8 1 35,3 0,1 78,5 5 508 2,4 0,8 2 8,3 20 0,1 0,05 104 15 Petitcodiac Riv Above French Brook 29-8-99 1999 8 54-99-263 0,031 0,1 36,3 1,47 28,5 0,1 60,9 30 413 1,6 0,9 2 8,8 90 0,1 0,19 85,2 15 Petitcodiac Riv Above French Brook 3-10-99 1999 10 54-99-368 0,122 0,1 18,6 1 13,2 0,1 17 40 447 0,7 0,6 2 10 100 0,1 0,27 39,8 15 Petitcodiac Riv Above French Brook 31-10-99 1999 10 54-99-447 0,06 0,1 23,8 1 15,6 0,1 23,2 30 190 1,2 0,5 2 30 0,1 0,18 46,7 15 Petitcodiac Riv Above French Brook 14-8-00 2000 8 54-00-384 0,026 0,1 38,6 1,24 26,1 0,1 41,8 30 324 1,8 0,6 2 10,7 150 0,1 0,12 78,3 15 Petitcodiac Riv Above French Brook 24-9-00 2000 9 54-00-813 0,019 0,1 37 1 30,8 0,1 53,1 30 381 1,2 0,7 2 9,38 160 0,1 0,111 91,1 15 Petitcodiac Riv Above French Brook 29-10-00 2000 10 54-00-966 0,353 0,1 29 1 18,5 0,1 27,4 40 215 1,4 1,8 2 12,75 490 0,1 0,358 55,9 15 Petitcodiac Riv Above French Brook 28-6-01 2001 6 54-01-1016 0,019 0,1 32,8 1 18,6 0,1 31,6 20 254 0,8 0,7 2 9,05 100 0,1 0,076 55,8 15 Petitcodiac Riv Above French Brook 26-7-01 2001 7 54-01-1042 0,0092 0,1 35,6 1 24,5 0,1 51,9 15 354 1,8 1,7 2 8,7 50 0,1 0,044 73,5 15 Petitcodiac Riv Above French Brook 22-8-01 2001 8 54-01-1084 0,011 0,1 40,8 1 34,6 0,1 91,2 5 553 1,3 1,3 2 9,63 150 0,1 0,039 103 15 Petitcodiac Riv Above French Brook 24-9-01 2001 9 54-01-1099 0,026 0,1 38,8 1 31,7 0,1 72,2 5 458 2,1 1,1 2 8,86 190 0,1 0,066 93,5 15 Petitcodiac Riv Above French Brook 5-11-01 2001 11 54-01-1128 0,0093 0,1 40,6 1 36,1 0,1 75,4 10 506 1 1 2 12,41 10 0,1 0,068 107 3 Petitcodiac Riv Above Rte 905 Bridge 3-6-97 1997 6 54-97-8700071 0,0854 0,1 28 1,1 21,7 0,1 31,7 50 254 1,5 0,6 2 11,2 0,1 0,294 64,1 3 Petitcodiac Riv Above Rte 905 Bridge 15-7-97 1997 7 54-97-8700192 0,0655 0,1 41,7 2,1 35,7 0,1 52,2 50 395 2,7 0,7 2 12,2 0,1 0,41 103,1 3 Petitcodiac Riv Above Rte 905 Bridge 11-8-97 1997 8 54-97-8700333 0,0156 0,1 54,6 1,8 55,6 0,1 118 30 717 0,5 1,5 3 10,3 0,1 0,239 161,9 3 Petitcodiac Riv Above Rte 905 Bridge 15-9-97 1997 9 54-97-8700435 0,001 0,1 38,9 1 41,5 0,1 83,6 60 515 0,5 0,5 3 9,8 0,1 0,248 121,7 3 Petitcodiac Riv Above Rte 905 Bridge 13-10-97 1997 10 54-97-8700520 0,031 0,1 58,8 1,2 67,84 0,1 4,77 20 872 1,1 0,5 4 11,8 0,1 0,218 198,4 3 Petitcodiac Riv Above Rte 905 Bridge 17-6-98 1998 6 54-98-64 0,422 0,1 62,6 3,7 36,1 0,1 56,5 70 434 340 3,2 1,5 2 9,2 8145 0,107 3000 0,558 110,3 3 Petitcodiac Riv Above Rte 905 Bridge 11-8-98 1998 8 54-98-241 0,0213 0,1 49,8 2,1 63,4 0,1 159 15 969 4,6 0,8 4 11 50 0,11 15 0,19 186,3 3 Petitcodiac Riv Above Rte 905 Bridge 13-9-98 1998 9 54-98-379 0,0226 0,1 63,4 1,5 59 0,1 132 20 819 3 1,7 3 9,7 90 0,106 50 0,219 174,1 3 Petitcodiac Riv Above Rte 905 Bridge 12-10-98 1998 10 54-98-416 0,0962 0,1 34 1 34,6 0,1 51,1 60 389 1,9 0,9 2 11,4 727 0,1 280 0,434 104,1 16 Petitcodiac Riv Below Rte 112 Bridge 3-6-97 1997 6 54-97-8700075 0,0552 0,1 17,6 1 9,9 0,1 13,8 40 117 0,8 0,5 2 11,4 18 0,1 11 0,143 30,1 16 Petitcodiac Riv Below Rte 112 Bridge 16-7-97 1997 7 54-97-8700203 0,0358 0,1 28,4 1,6 19,4 0,1 27,2 20 221 1,7 1,2 2 11,4 47 0,1 44 0,21 57,1 16 Petitcodiac Riv Below Rte 112 Bridge 11-8-97 1997 8 54-97-8700345 0,0138 0,1 33,9 1 27,8 0,1 50,8 10 350 0,5 0,6 2 10,4 13 0,1 8 0,035 82,2 16 Petitcodiac Riv Below Rte 112 Bridge 14-9-97 1997 9 54-97-8700438 0,0397 0,1 29,4 1 22,7 0,1 34,3 50 275 0,5 0,5 2 9 72 0,1 60 0,191 68,2 16 Petitcodiac Riv Below Rte 112 Bridge 13-10-97 1997 10 54-97-8700523 0,0114 0,1 38,9 1 37,36 0,1 68 15 469 0,5 0,5 2 12 11 0,1 4 0,077 110,2 16 Petitcodiac Riv Below Rte 112 Bridge 17-6-98 1998 6 54-98-76 0,107 0,1 21,7 1 12,1 0,1 21,3 30 166 140 1 1,9 2 10,4 412,5 0,1 192 0,182 37,2 16 Petitcodiac Riv Below Rte 112 Bridge 12-8-98 1998 8 54-98-253 0,0154 0,1 31,9 1 25,6 0,1 57,4 5 365 1,8 0,7 2 9,3 238 0,1 228 0,05 76,7 16 Petitcodiac Riv Below Rte 112 Bridge 13-9-98 1998 9 54-98-382 0,0109 0,1 40,6 1 28,9 0,1 54,8 10 400 0,8 0,6 2 10 30 0,1 30 0,05 86,2 16 Petitcodiac Riv Below Rte 112 Bridge 12-10-98 1998 10 54-98-419 0,0885 0,1 24,5 1 17,5 0,1 27,5 40 219 1,6 1,4 2 9,8 122 0,1 136 0,291 52,3 16 Petitcodiac Riv Below Rte 112 Bridge 21-6-99 1999 6 54-99-73 0,024 0,1 21,3 1,5 17,1 0,1 34 5 230 1,5 0,5 2 10,5 30 0,1 0,06 50,5 16 Petitcodiac Riv Below Rte 112 Bridge 22-7-99 1999 7 52-99-1045 0,015 0,1 55,4 1,54 48,9 0,1 122 10 760 2,1 0,8 3 9,2 160 0,1 0,09 145 16 Petitcodiac Riv Below Rte 112 Bridge 29-8-99 1999 8 54-99-265 0,025 0,1 33,1 1,17 24,1 0,1 49,4 30 340 1,4 0,7 2 9 40 0,1 0,15 72,3 16 Petitcodiac Riv Below Rte 112 Bridge 2-9-99 1999 9 52-99-1515 0,02 0,1 39,7 1 29,6 0,1 62,8 10 438 1,7 0,6 2 10 0,1 0,09 87,8 16 Petitcodiac Riv Below Rte 112 Bridge 3-10-99 1999 10 54-99-369 0,116 0,1 18,2 1 11 0,1 13,9 40 156 0,8 0,6 2 10 140 0,1 0,23 33,4 16 Petitcodiac Riv Below Rte 112 Bridge 31-10-99 1999 10 54-99-448 0,067 0,1 21,9 1 13,1 0,1 17,8 20 155 1 0,5 2 30 0,1 0,16 39,4 16 Petitcodiac Riv Below Rte 112 Bridge 14-8-00 2000 8 54-00-385 0,024 0,1 34,2 1,05 23 0,1 35,7 30 280 1,7 0,6 2 10,2 90 0,1 0,099 69 16 Petitcodiac Riv Below Rte 112 Bridge 24-9-00 2000 9 54-00-801 0,02 0,1 33,2 1 26,3 0,1 45,8 20 327 1 1,5 2 11,3 100 0,1 0,102 78,2 16 Petitcodiac Riv Below Rte 112 Bridge 24-9-00 2000 9 54-00-802 0,017 0,1 36,6 1 26,5 0,1 45,4 20 329 1,1 0,6 2 160 0,1 0,099 79 16 Petitcodiac Riv Below Rte 112 Bridge 29-10-00 2000 10 54-00-968 0,345 0,1 22,9 1 13,2 0,1 17,5 50 146 1 2,7 2 12,25 270 0,1 0,369 40,3 16 Petitcodiac Riv Below Rte 112 Bridge 28-6-01 2001 6 54-01-1013 0,014 0,1 34,9 1 22,2 0,1 33,6 20 268 1,1 0,7 2 12,15 10 0,1 0,069 66,2 16 Petitcodiac Riv Below Rte 112 Bridge 28-6-01 2001 6 54-01-1014 0,015 0,1 35 1 23,1 0,1 33,6 15 270 0,8 0,7 2 10 0,1 0,07 68,9 16 Petitcodiac Riv Below Rte 112 Bridge 26-7-01 2001 7 54-01-1043 0,0085 0,1 36 1 23,5 0,1 53,3 15 360 1,6 1,6 2 8,85 100 0,1 0,052 70,6 16 Petitcodiac Riv Below Rte 112 Bridge 22-8-01 2001 8 54-01-1085 0,0094 0,1 41,2 1 35,7 0,1 82,1 5 507 1,2 0,9 2 10,65 80 0,1 0,035 106 16 Petitcodiac Riv Below Rte 112 Bridge 24-9-01 2001 9 54-01-1100 0,034 0,1 39,6 1 32,5 0,1 75 5 469 2,2 1,2 2 10,45 250 0,1 0,076 96,2 16 Petitcodiac Riv Below Rte 112 Bridge 5-11-01 2001 11 54-01-1129 0,0091 0,1 40,3 1 34,9 0,1 73,7 10 495 0,7 1 2 13,74 20 0,1 0,061 104 10 Petitcodiac Riv Near mouth of Pollett Riv 3-6-97 1997 6 54-97-8700073 0,0817 0,1 26,6 1,1 19,5 0,1 29 60 230 1,5 0,5 2 11,6 27 0,1 26 0,288 57,7 10 Petitcodiac Riv Near mouth of Pollett Riv 16-7-97 1997 7 54-97-8700204 0,0572 0,1 36,9 2,4 29,7 0,1 44,8 40 336 1,4 2,4 2 11,9 292 0,1 167 0,427 86,1 10 Petitcodiac Riv Near mouth of Pollett Riv 11-8-97 1997 8 54-97-8700342 0,0142 0,1 52,2 1,3 51,3 0,1 108 10 658 0,5 1,6 3 12 6 0,1 6 0,068 149,5 10 Petitcodiac Riv Near mouth of Pollett Riv 14-9-97 1997 9 54-97-8700464 0,0417 0,1 33,6 1 28,3 0,1 53 60 390 0,7 0,5 2 90 0,1 81 0,248 85,5 10 Petitcodiac Riv Near mouth of Pollett Riv 14-9-97 1997 9 54-97-8700465 0,045 0,1 34 1 28 0,1 53 60 391 0,6 0,5 2 8,6 83 0,1 76 0,248 84,3 10 Petitcodiac Riv Near mouth of Pollett Riv 14-9-97 1997 9 54-97-8700439 0,0458 0,1 34 1,2 31,4 0,1 53,2 60 389 0,8 1,6 2 87 0,1 101 0,265 93,6 10 Petitcodiac Riv Near mouth of Pollett Riv 13-10-97 1997 10 54-97-8700524 0,0106 0,1 56,1 1 58,81 0,1 121 20 774 1,2 0,5 3 10,5 5 0,1 4 0,134 172,1 10 Petitcodiac Riv Near mouth of Pollett Riv 17-6-98 1998 6 54-98-69 0,104 0,1 44 1,5 34,2 0,1 57 50 414 340 2,6 2 2 9,7 325 0,1 255 0,302 101,9 10 Petitcodiac Riv Near mouth of Pollett Riv 12-8-98 1998 8 54-98-246 0,0333 0,1 52,5 1,5 60,5 0,1 161 20 909 1 1,4 3 6,8 435 0,109 265 0,086 177,8 10 Petitcodiac Riv Near mouth of Pollett Riv 13-9-98 1998 9 54-98-383 0,0111 0,1 64,8 1,1 56,8 0,1 122 15 769 1,9 3,3 3 9,2 70 0,108 50 0,095 168,6
Page 15 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 21,4 4 0,868 5,22 0,039 83,9 0,01 5 110 0,05 0,05 0,05 1 4 8,17 1 95,6 15 380,687 0,32 7,97 0,012 0,3 5 3 0,05 0,826 3,4 0,016 43,7 0,01 10 65 0,05 0 0,05 1 2 8,29 1 59,8 0,3 1553 20,1 0,2 3,2 0,005 0,1 72 2 0,58 1,6 0,03 13,3 0,01 10 25 0,05 0 0,05 1 1 7,6 1 23,6 1 1357 12,6 0,2 5,7 0,007 0,9 14 3 0,672 2,6 0,033 26,9 0,01 10 65 0,05 0 0,05 1 2 8,34 1 40 1 1474 19 0,24 6,9 0,007 0,8 12 3 0,948 3,5 0,021 46 0,01 10 65 0,05 0 0,05 1 2 8,48 1 61,2 0 750 26,7 0,22 3,4 0,005 0,2 10 3 1,01 3,4 0,033 34 0,01 10 65 0,05 0 0,05 1 2 7,7 1 54,2 0 711 17,5 0,28 11,1 0,005 0,8 10 4 0,975 4,6 0,01 63,45 0,01 10 110 0,05 0 0,05 1 4 7,93 1 87,7 0,3 626 10 0,2 4,3 0,005 0,6 10 3 0,05 0,624 2,7 0,036 28,3 0,01 10 65 0,05 0 0,05 1 2 7,91 1 46,8 3 4673,5 19,2 0,25 6,3 0,012 1,4 10 3 0,907 3,3 0,021 45,4 0,01 10 65 0,05 0,01 0,06 1 2 7,79 1 52,9 1 2419 19,8 0,2 2,4 0,005 0,4 10 3 0,778 3,6 0,013 44,2 0,01 10 65 0,05 0 0,05 1 2 8 8,11 1 65,2 0,5 770 16 0,2 3,3 0,005 0,1 10 2 0,941 2,2 0,066 23,8 0,01 10 25 0,05 0 0,05 1 1 7,8 7,58 1 36 9,6 2419 11,5 0,38 7,8 0,013 2,6 10 2 0,448 2,16 0,011 26,6 0,01 5 25 0,05 0,05 0,05 1 1 8,5 1 38,1 15 144,085 25,2 0,2 2,61 0,005 0,3 5 3 0,96 3,91 0,019 62,2 0,01 5 65 0,05 0,05 0,05 1 2 7,99 1 90,6 15 294,561 25,9 0,24 3,32 0,005 0,5 5 3 0,623 3,38 0,032 48,2 0,012 5 65 0,05 0,05 0,05 1 2 8,05 46,7 54,3 15 24 0,38 7,59 0,006 0,6 5 2 0,553 1,63 0,025 13,8 0,01 5 25 0,05 0,05 0,05 1 1 7,55 1 21,4 15 79,488 10,5 0,31 9,53 0,016 1,2 5 2 0,559 1,91 0,02 16,6 0,011 5 25 0,05 0,05 0,05 1 1 7,48 1 27,1 15 99,837 0,2 6,39 0,011 0,9 5 3 0,855 3,18 0,013 30,6 0,01 5 65 0,05 0,05 0,05 1 2 8,14 1 47,7 15 173,882 22,3 0,32 7,5 0,006 0,2 5 3 0,839 3,47 0,02 39,5 0,01 5 65 0,05 0,05 0,05 1 2 7,5 7,89 1 53,4 15 203,787 14,9 0,38 7,07 0,005 0,6 5 2 0,992 2,36 0,024 20,2 0,012 5 25 0,05 0,05 0,05 1 1 7 7,7 1 27,6 15 115,541 6,3 0,33 9,16 0,017 4,3 30 2 0,522 2,25 0,021 21,2 0,01 5 25 0,05 0,05 0,05 1 1 7,92 1 31,5 15 125,796 27,2 0,3 4,24 0,011 0,6 5 3 0,801 2,98 0,014 36,4 0,01 5 65 0,05 0,05 0,05 1 2 7,92 1 47 15 185,337 21,8 0,3 4,4 0,005 0,3 5 3 0,911 3,94 0,022 60,4 0,011 5 65 0,05 0,05 0,05 1 2 8,05 1 73,9 15 289,832 24 0,3 2,73 0,011 0,3 5 3 0,898 3,5 0,012 50,4 0,01 5 65 0,05 0,05 0,05 1 2 7,76 1 59,7 15 242,111 18,1 0,3 2,73 0,006 0,9 5 3 0,822 4,14 0,012 51,8 0,01 5 65 0,05 0,05 0,05 1 2 7,94 1 75,7 15 268,74 7,7 0,3 2,91 0,005 0,4 5 3 0,7 2,4 0,054 22,5 0,01 10 65 0,05 0 0,05 1 2 7,64 1 41,3 2 10,9 0,28 7 0,009 1,4 10 3 0,721 3,4 0,039 39,1 0,01 10 65 0,05 0 0,05 1 2 8,3 1 64,5 2 19,4 0,34 8,5 0,011 1,7 18 4 1,13 5,6 0,026 83 0,01 10 110 0,05 0 0,05 1 4 8,03 1 119 1 23,1 0,2 4,8 0,005 0,7 10 4 0,05 4,4 0,01 54 0,013 10 110 0,05 0 0,05 1 4 8,06 1 99,9 1,1 21 0,68 12,1 0,008 0,8 10 5 1,21 7,05 0,039 103 0,224 10 150 0,05 0 0,05 1 7 7,87 1 137 4,7 12 0,47 5,9 0,017 1,2 10 3 0,05 1,12 4,9 0,144 44,3 0,028 10 65 0,05 0,18 0,23 1 2 7,69 1 77,3 30 12438,5 16,3 0,6 11,4 0,053 4,1 10 5 1,36 6,8 0,013 120 0,01 10 150 0,05 0 0,05 1 7 8,26 1 136 0 643,5 24,5 0,24 4,6 0,005 0,5 10 4 1,09 6,5 0,017 92,1 0,024 10 110 0,05 0 0,05 1 4 7,75 8,02 1 133 0,7 500 14 0,21 5,5 0,005 0,8 25 3 1,83 4,3 0,08 36,7 0,01 10 65 0,05 0,02 0,07 1 2 7,75 7,58 1 73,4 5,8 2419 11,5 0,51 11,4 0,014 3,8 10 1 0,49 1,3 0,019 9,2 0,141 10 25 0,05 0 0,05 1 1 7,53 1 15,7 1 2419 12,3 0,2 4,7 0,006 0,7 10 2 0,565 2,1 0,015 20,3 0,01 10 25 0,05 0 0,05 1 1 8,51 1 30 1 1499 19,5 0,25 5,7 0,005 0,6 11 3 0,792 3,1 0,019 37,1 0,01 10 65 0,05 0 0,05 1 2 8,56 2,1 48,9 1 662 26,7 0,2 3,2 0,005 0,2 10 3 0,907 2,8 0,024 27 0,01 10 65 0,05 0 0,05 1 2 7,84 1 41,4 0 1092 19 0,29 9,2 0,005 0,8 10 3 0,907 4,1 0,01 53,64 0,01 10 65 0,05 0 0,05 1 2 7,76 1 67,3 2,6 399 10 0,2 4,1 0,005 0,5 10 2 0,05 0,538 1,7 0,021 14,9 0,01 10 25 0,05 0 0,05 1 1 7,79 1 24,3 5 1553 18,7 0,2 5,6 0,009 1,2 10 3 0,912 3,1 0,017 40,1 0,01 10 65 0,05 0 0,05 1 2 7,8 1 46,6 1 2419 19,3 0,2 2,6 0,005 0,4 10 3 0,762 3,4 0,012 39,8 0,01 10 65 0,05 0 0,05 1 2 7,8 7,88 1 58,5 1,3 860 15 0,2 3,3 0,005 0,2 10 2 0,887 2,1 0,084 20,3 0,01 10 25 0,05 0 0,05 1 1 7,5 7,57 1 36,2 11 2419 11,5 0,33 6,6 0,01 2,5 10 2 0,403 1,9 0,01 21,9 0,01 5 25 0,05 0,05 0,05 1 1 8,09 1 30,9 15 119,405 25,5 0,2 2,6 0,005 0,3 5 4 1,05 5,54 0,027 89,5 0,01 5 110 0,05 0,05 0,05 1 4 8,03 1 107 15 407,69 22,2 0,3 5,54 0,008 0,5 5 3 0,514 2,93 0,019 39,9 0,01 5 65 0,05 0,05 0,05 1 2 8 1 42,6 15 23 0,33 6,52 0,006 0,5 5 3 0,549 3,36 0,014 47,3 0,01 5 65 0,05 0,05 0,05 1 2 8,47 1 51,4 15 219,281 0,26 5,06 0,006 0,1 5 2 0,512 1,43 0,02 11,4 0,01 5 25 0,05 0,05 0,05 1 1 7,22 1 16,9 15 66,756 10,5 0,26 8,34 0,015 1,1 5 2 0,599 1,65 0,021 13,6 0,016 5 25 0,05 0,05 0,05 1 1 7,42 1 21,2 15 81,665 0,2 5,23 0,011 0,7 5 3 0,775 2,85 0,012 26,1 0,01 5 65 0,05 0,05 0,05 1 2 8,09 1 41,1 15 150,512 22,8 0,29 6,62 0,005 0,1 9 3 0,806 3,07 0,037 34,2 0,014 5 65 0,05 0,05 0,05 1 2 7,5 7,77 1 42,9 15 173,486 10 0,31 6,65 0,009 0,5 7,3 3 0,795 3,08 0,035 34,6 0,015 5 65 0,05 0,05 0,05 1 2 7,75 1 42,8 15 175,614 0,31 6,52 0,006 0,5 5 2 0,809 1,77 0,021 13,4 0,018 5 25 0,05 0,06 0,06 1 1 7 7,61 1 17,5 15 79,057 6,3 0,37 10,4 0,019 3,9 33 3 0,568 2,62 0,015 25,6 0,01 5 65 0,05 0,05 0,05 1 2 8,14 1 33,2 15 139,154 27,7 0,3 5,02 0,015 0,6 5 3 0,582 2,72 0,016 26,6 0,012 5 65 0,05 0,05 0,05 1 2 8,11 1 33,2 15 141,231 0,3 4,84 0,016 0,6 5 3 0,716 2,9 0,019 36 0,017 5 65 0,05 0,05 0,05 1 2 8 1 48,2 15 186,625 21,5 0,3 4,48 0,008 0,4 5 3 0,855 4,1 0,021 58 0,011 5 65 0,05 0,05 0,05 1 2 8,02 1 66,6 15 272,469 24,4 0,3 2,76 0,011 0,3 5 3 0,986 3,69 0,021 52,7 0,01 5 65 0,05 0,05 0,05 1 2 7,92 1 59,2 15 248,296 18,8 0,3 3,17 0,013 1,3 5 3 0,837 4,03 0,0093 49,8 0,01 5 65 0,05 0,05 0,05 1 2 7,93 1 73,6 15 261,455 8 0,3 2,87 0,005 0,5 5 2 0,75 2,2 0,046 20,4 0,019 10 25 0,05 0 0,05 1 1 7,79 1 35,4 1 1860 12,9 0,33 7,5 0,011 1,2 10 3 0,648 2,9 0,036 33,1 0,017 10 65 0,05 0 0,05 1 2 8,54 1 51 1 2419 19,3 0,29 8,3 0,01 1 10 4 1,24 5,2 0,012 75,3 0,01 10 110 0,05 0 0,05 1 4 8,94 1 109 1 230 26,8 0,25 4,3 0,005 0,2 12 3 1,02 3,6 0,042 38,4 0,012 10 65 0,05 0 0,05 1 2 7,61 1 63,9 0 1770 0,34 11,9 0,009 0,8 11 3 1 3,5 0,045 38,4 0,014 10 65 0,05 0 0,05 1 2 7,71 1 63,9 0 1733 19 0,37 11,9 0,009 0,9 93 3 1,04 3,7 0,046 40,4 0,01 10 65 0,05 0 0,05 1 2 7,81 1 64,2 0 1770 0,37 11,9 0,005 0,8 22 4 1,1 6,14 0,014 91,7 0,01 10 110 0,05 0 0,05 1 4 7,95 1 123 0 284 5 0,2 5,5 0,005 0,7 10 3 0,05 0,75 4 0,023 43,4 0,01 10 65 0,05 0 0,05 1 2 7,84 1 66,3 3 1973,5 18,5 0,26 7,2 0,014 2,4 10 4 1,49 6,5 0,05 110 0,01 10 110 0,05 0,01 0,06 1 4 7,74 1 129 1 2419 19,8 0,24 4,7 0,005 0,9 10 4 1,17 6,5 0,016 85,9 0,012 10 110 0,05 0 0,05 1 4 7,5 7,96 1 125 0,4 790 15 0,24 5,3 0,005 0,3 65
Page 16 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 10 Petitcodiac Riv Near mouth of Pollett Riv 12-10-98 1998 10 54-98-420 0,164 0,1 43,5 1 44,7 0,1 84,2 75 570 3,3 2,5 3 7 461 0,1 140 0,391 131 10 Petitcodiac Riv Near mouth of Pollett Riv 21-6-99 1999 6 54-99-76 0,031 0,1 46,6 1,57 46,7 0,1 105 5 631 2,4 1 3 11,1 10 0,1 0,16 135 10 Petitcodiac Riv Near mouth of Pollett Riv 1-9-99 1999 9 54-99-266 0,0053 0,1 49,2 1,61 49,4 0,1 121 30 695 5,8 1 3 9,8 10 0,1 0,09 145 10 Petitcodiac Riv Near mouth of Pollett Riv 3-10-99 1999 10 54-99-371 0,183 0,1 24,2 1,26 18,3 0,1 26,3 70 132 1,2 0,7 2 18 100 0,1 0,42 54,9 10 Petitcodiac Riv Near mouth of Pollett Riv 31-10-99 1999 10 54-99-450 0,096 0,1 29,9 1 23,4 0,1 32,6 40 263 1,5 0,7 2 10 0,1 0,28 69,7 10 Petitcodiac Riv Near mouth of Pollett Riv 14-8-00 2000 8 54-00-382 0,028 0,1 48,1 1,82 36 0,1 62,4 50 452 2,5 0,7 2 11,7 10 0,1 0,181 107 10 Petitcodiac Riv Near mouth of Pollett Riv 24-9-00 2000 9 54-00-826 0,015 0,1 49 1,29 46,3 0,1 87,6 30 589 1,3 0,8 3 8,21 40 0,1 0,153 136 10 Petitcodiac Riv Near mouth of Pollett Riv 29-10-00 2000 10 54-00-969 0,446 0,1 38,3 1,16 29,6 0,1 50,2 60 354 1,6 1,9 2 160 0,1 0,52 88,8 10 Petitcodiac Riv Near mouth of Pollett Riv 28-6-01 2001 6 54-01-1020 0,022 0,1 53,9 1,75 37,7 0,1 73,3 30 532 1,4 1,2 2 20 0,1 0,16 111 10 Petitcodiac Riv Near mouth of Pollett Riv 26-7-01 2001 7 54-01-1045 0,0074 0,1 53,8 1,55 47,2 0,1 117 20 732 2,8 1,9 3 7,42 10 0,1 0,054 140 10 Petitcodiac Riv Near mouth of Pollett Riv 26-7-01 2001 7 54-01-1046 0,0077 0,1 52,8 1,59 47,6 0,1 117 20 740 3 2 3 20 0,1 0,053 142 10 Petitcodiac Riv Near mouth of Pollett Riv 22-8-01 2001 8 54-01-1082 0,015 0,1 66,1 1,32 61,3 0,1 174 15 1030 2,3 2,1 3 8,29 120 0,123 0,055 180 10 Petitcodiac Riv Near mouth of Pollett Riv 24-9-01 2001 9 54-01-1097 0,032 0,1 61,5 1,24 64,4 0,1 164 10 950 5,6 2,3 4 7,2 140 0,117 0,107 188 10 Petitcodiac Riv Near mouth of Pollett Riv 5-11-01 2001 11 54-01-1126 0,0079 0,1 67,7 1,02 69,9 0,1 156 30 987 1,2 2 4 11,16 10 0,1 0,132 206 14 Pollett Riv @ Church's Corner 18-6-97 1997 6 54-97-8700080 0,0354 0,1 7,05 1 2,7 0,1 2,15 20 28,6 0,6 0,5 2 9,3 6 0,1 4 0,019 9,2 14 Pollett Riv @ Church's Corner 16-7-97 1997 7 54-97-8700201 0,0296 0,1 8,51 1 3,1 0,1 2,3 5 32,7 0,5 0,5 2 10 11 0,1 8 0,017 10,6 14 Pollett Riv @ Church's Corner 11-8-97 1997 8 54-97-8700338 0,0262 0,1 8,14 1 3,5 0,1 2,37 5 34,4 0,5 0,6 2 8,6 10 0,1 3 0,021 11,6 14 Pollett Riv @ Church's Corner 14-9-97 1997 9 54-97-8700444 0,0173 0,1 8,83 1 3,3 0,1 2,41 5 35,4 0,5 1,3 2 9,6 14 0,1 4 0,021 11,1 14 Pollett Riv @ Church's Corner 13-10-97 1997 10 54-97-8700529 0,0142 0,1 8,5 1 3,29 0,1 2,46 5 35,9 0,5 0,5 2 11 2 0,1 4 0,012 11 14 Pollett Riv @ Church's Corner 13-10-97 1997 10 54-97-8700540 0,0139 0,1 8,11 1 3,38 0,1 2,5 0 37,1 0,5 0,5 2 2 0,1 0 0,023 11,5 14 Pollett Riv @ Church's Corner 13-10-97 1997 10 54-97-8700539 0,0135 0,1 8,48 1 3,38 0,1 2,64 5 36,7 0,5 0,5 2 1 0,1 2 0,023 11,5 14 Pollett Riv @ Church's Corner 17-6-98 1998 6 54-98-71 0,166 0,1 5,66 1 2 0,1 1,4 60 23,7 20 0,5 2,6 2 10,3 147,5 0,1 93 0,11 6,6 14 Pollett Riv @ Church's Corner 11-8-98 1998 8 54-98-248 0,0175 0,1 8,54 1 3 0,1 2,24 0 34,1 0,9 0,5 2 9,3 7 0,1 8 0,05 9,5 14 Pollett Riv @ Church's Corner 13-9-98 1998 9 54-98-387 0,0227 0,1 8,78 1 3 0,1 2,28 10 35,2 0,5 0,6 2 10 16 0,1 5 0,05 10 14 Pollett Riv @ Church's Corner 17-9-98 1998 9 52-98-1208 0,0293 0,1 8,48 1 2,9 0,1 2,4 10 35,4 0,7 0,5 2 9,72 9,72 2 0,1 2 0,05 9,7 14 Pollett Riv @ Church's Corner 12-10-98 1998 10 54-98-424 0,0616 0,1 6,36 1 2,7 0,1 1,98 20 30,4 0,5 0,9 2 11 14 0,1 9 0,05 9,2 14 Pollett Riv @ Church's Corner 21-6-99 1999 6 54-99-64 0,025 0,1 5,65 1,5 2,62 0,1 1,87 5 31,2 0,7 0,5 2 10 0,1 0,05 8,76 14 Pollett Riv @ Church's Corner 28-7-99 1999 7 54-99-191 0,025 0,1 8,79 1 3,05 0,1 1,92 0 33,8 0,5 0,5 2 8,4 10 0,1 0,05 10,1 14 Pollett Riv @ Church's Corner 1-9-99 1999 9 54-99-267 0,0074 0,1 7,68 1 2,83 0,1 2,38 5 34,6 1 0,5 2 10 0,1 0,05 9,62 14 Pollett Riv @ Church's Corner 3-10-99 1999 10 54-99-373 0,083 0,1 9,28 1 2,47 0,1 1,58 20 41 0,5 0,6 2 10 0,1 0,05 8,18 14 Pollett Riv @ Church's Corner 27-10-99 1999 10 54-99-452 0,08 0,1 4,37 1 2,47 0,1 1,98 5 27,2 0,5 0,5 2 0,1 0,05 8,23 14 Pollett Riv @ Church's Corner 14-8-00 2000 8 54-00-372 0,023 0,1 8,69 1 3,22 0,1 2,26 5 35,1 0,5 0,5 2 9,2 10 0,1 0,024 10,8 14 Pollett Riv @ Church's Corner 24-9-00 2000 9 54-00-825 0,025 0,1 7,73 1 3,42 0,1 2,59 5 34,7 0,5 0,5 2 9,63 10 0,1 0,022 11,4 14 Pollett Riv @ Church's Corner 29-10-00 2000 10 54-00-970 0,108 0,1 5,8 1 2,9 0,1 2,56 30 30,9 0,5 1 2 9,78 60 0,1 0,072 10 13 Pollett Riv @ Mapleton Bridge 18-6-97 1997 6 54-97-8700079 0,0329 0,1 10,4 1 3,9 0,1 2,43 20 36,5 0,9 0,5 2 9,3 0,1 0,029 12,6 13 Pollett Riv @ Mapleton Bridge 16-7-97 1997 7 54-97-8700200 0,0383 0,1 11,9 1 4,4 0,1 2,73 5 41,2 0,5 0,5 2 9,7 0,1 0,022 13,9 13 Pollett Riv @ Mapleton Bridge 11-8-97 1997 8 54-97-8700339 0,0336 0,1 11 1 4,5 0,1 3,15 5 44,7 0,5 0,5 2 9,1 0,1 0,029 14,5 13 Pollett Riv @ Mapleton Bridge 14-9-97 1997 9 54-97-8700443 0,0161 0,1 12,4 1 4,6 0,1 3,22 5 45,7 0,5 0,5 2 8,9 0,1 0,033 14,8 13 Pollett Riv @ Mapleton Bridge 13-10-97 1997 10 54-97-8700528 0,0125 0,1 12,9 1 5,13 0,1 3,61 0 48,4 0,5 0,5 2 11,2 0,1 0,035 16,4 13 Pollett Riv @ Mapleton Bridge 17-6-98 1998 6 54-98-72 0,155 0,1 6,46 1 2,4 0,1 1,44 50 25,6 20 0,5 2,2 2 10,5 203 0,1 127 0,117 8,1 13 Pollett Riv @ Mapleton Bridge 11-8-98 1998 8 54-98-249 0,0151 0,1 12,9 1 4,5 0,1 3,34 0 46,1 0,8 0,5 2 9 12 0,1 16 0,05 14,1 13 Pollett Riv @ Mapleton Bridge 13-9-98 1998 9 54-98-386 0,0193 0,1 14,9 1 4,9 0,1 3,16 5 50,7 0,5 0,8 2 9,8 25 0,1 31 0,051 15,5 13 Pollett Riv @ Mapleton Bridge 12-10-98 1998 10 54-98-423 0,0474 0,1 10,7 1 3,9 0,1 2,46 20 40,9 0,5 0,5 2 11 13 0,1 8 0,061 12,6 11 Pollett Riv 1km Above Mouth 3-6-97 1997 6 54-97-8700077 0,0411 0,1 11,3 1 4 0,1 2,97 20 42 0,5 0,5 2 11,1 4 0,1 3 0,047 12,9 11 Pollett Riv 1km Above Mouth 16-7-97 1997 7 54-97-8700205 0,0279 0,1 16,6 1 6,5 0,1 4,68 10 60,9 1,3 0,5 2 9,7 29 0,1 16 0,037 20,3 11 Pollett Riv 1km Above Mouth 11-8-97 1997 8 54-97-8700343 0,0275 0,1 18 1 7,8 0,1 7,07 5 77,4 0,5 0,7 2 8,9 9 0,1 20 0,038 24 11 Pollett Riv 1km Above Mouth 14-9-97 1997 9 54-97-8700441 0,021 0,1 18,9 1 7,8 0,1 7,35 10 77,2 0,5 1,4 2 9 49 0,1 38 0,039 24,4 11 Pollett Riv 1km Above Mouth 13-10-97 1997 10 54-97-8700526 0,01 0,1 19,3 1 8,62 0,1 7,94 5 85,9 0,5 0,5 2 10,9 6 0,1 4 0,035 26,8 11 Pollett Riv 1km Above Mouth 17-6-98 1998 6 54-98-70 0,0729 0,1 10,7 1 3,4 0,1 2,42 20 38,8 30 0,7 1,2 2 10,1 421,5 0,1 190 0,095 11,4 11 Pollett Riv 1km Above Mouth 12-8-98 1998 8 54-98-247 0,0178 0,1 17,9 1 7,6 0,1 6,33 5 73,9 1,5 0,5 2 9,2 132 0,1 135 0,061 23,9 11 Pollett Riv 1km Above Mouth 13-9-98 1998 9 54-98-384 0,0129 0,1 18,5 1 6,6 0,1 5,42 5 73,9 0,5 0,5 2 8,2 70 0,1 20 0,05 20,6 11 Pollett Riv 1km Above Mouth 16-9-98 1998 9 52-98-1207 0,0184 0,1 18,1 1 6,4 0,1 6,02 5 69,7 1,1 0,5 2 9,09 9,09 13 0,1 14 0,05 19,7 11 Pollett Riv 1km Above Mouth 12-10-98 1998 10 54-98-421 0,125 0,1 11,6 1 4,6 0,1 2,75 40 44,8 0,6 2,1 2 8,5 579 0,1 300 0,274 14,8 11 Pollett Riv 1km Above Mouth 21-6-99 1999 6 54-99-77 0,036 0,1 12,6 1,5 5,4 0,1 4,19 0 57,3 0,5 0,5 2 8,7 10 0,1 0,05 16,8 11 Pollett Riv 1km Above Mouth 22-7-99 1999 7 52-99-1046 9,1 10 11 Pollett Riv 1km Above Mouth 1-9-99 1999 9 54-99-268 0,0056 0,1 18,8 1 8,09 0,1 7,82 0 81,7 2,2 0,5 2 8,6 10 0,1 0,05 25,2 11 Pollett Riv 1km Above Mouth 2-9-99 1999 9 52-99-1514 0,015 0,1 20,6 1 8,56 0,1 8,12 0 86,7 1,1 0,5 2 10 0,1 0,05 26,5 11 Pollett Riv 1km Above Mouth 3-10-99 1999 10 54-99-372 0,074 0,1 8,92 1 4,21 0,1 2,72 15 218 0,5 0,5 2 18 10 0,1 0,06 13,4 11 Pollett Riv 1km Above Mouth 31-10-99 1999 10 54-99-451 0,048 0,1 11,6 1 4,15 0,1 2,76 5 43,8 0,5 0,5 2 10 0,1 0,05 13,2 11 Pollett Riv 1km Above Mouth 14-8-00 2000 8 54-00-383 0,03 0,1 20,2 1 7,2 0,1 5,2 5 71,2 0,7 0,5 2 9,7 20 0,1 0,04 22,4 11 Pollett Riv 1km Above Mouth 24-9-00 2000 9 54-00-827 0,016 0,1 16,8 1 7,63 0,1 6,32 5 71,4 0,5 0,5 2 9,87 120 0,1 0,041 23,7 11 Pollett Riv 1km Above Mouth 29-10-00 2000 10 54-00-971 0,728 0,1 12,5 1 5,49 0,1 3,51 40 49,4 0,9 1,6 2 200 0,1 0,564 18 11 Pollett Riv 1km Above Mouth 28-6-01 2001 6 54-01-1021 0,025 0,1 16,9 1 5,55 0,1 4,86 5 63,5 0,5 0,5 2 8,11 10 0,1 0,03 17,4 11 Pollett Riv 1km Above Mouth 26-7-01 2001 7 54-01-1047 0,0085 0,1 21,5 1 7,24 0,1 6,65 10 77,3 0,8 0,5 2 8,78 50 0,1 0,027 22,6 11 Pollett Riv 1km Above Mouth 22-8-01 2001 8 54-01-1083 0,012 0,1 23,5 1 8,36 0,1 7,92 5 89,6 0,5 0,5 2 8,76 20 0,1 0,028 25,9 11 Pollett Riv 1km Above Mouth 24-9-01 2001 9 54-01-1098 0,025 0,1 18,2 1 7,3 0,1 6,2 5 73,8 0,5 0,5 2 8,98 190 0,1 0,04 22,6 11 Pollett Riv 1km Above Mouth 5-11-01 2001 11 54-01-1127 0,011 0,1 17,8 1 7,75 0,1 7,64 5 82,1 0,5 0,5 2 12,05 10 0,1 0,024 24,1 12 Pollett Riv East of Pollett R Settlement 18-6-97 1997 6 54-97-8700078 0,0233 0,1 12,2 1 4,7 0,1 2,62 20 43,1 0,9 0,5 2 10,7 11 0,1 9 0,017 15 12 Pollett Riv East of Pollett R Settlement 16-7-97 1997 7 54-97-8700199 0,0205 0,1 14,8 1 5,6 0,1 3,05 5 51,4 1 0,5 2 10,9 15 0,1 9 0,012 17,7
Page 17 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 4 1,38 4,7 0,085 61,1 0,01 10 110 0,05 0 0,05 1 4 7,5 7,71 1 91,6 6 2419 10 0,34 9,6 0,016 6,1 10 4 0,685 4,6 0,016 69,2 0,01 5 110 0,05 0,05 0,05 1 4 8,76 1 96,2 15 350,88 25,3 0,2 4,21 0,006 0,6 5 4 0,788 5,34 0,005 86,6 0,01 5 110 0,05 0,05 0,05 1 4 8,53 1 112 15 405,077 22,8 0,35 9,34 0,01 0,5 5 2 0,694 2,21 0,04 20,3 0,01 5 25 0,05 0,05 0,05 1 1 7,21 1 33,5 15 116,795 13 0,35 12,5 0,016 1,8 5 3 0,804 2,71 0,035 26,1 0,013 5 65 0,05 0,05 0,05 1 2 7,57 1 39,4 15 143,693 0,27 7,48 0,012 1,5 5 3 1,03 4,27 0,015 44,9 0,01 5 65 0,05 0,05 0,05 1 2 8,24 1 72,2 15 250,212 22,5 0,4 10,5 0,007 0,4 5 4 1,07 5 0,045 64,2 0,01 5 110 0,05 0,05 0,05 1 4 7,5 7,41 1 90 15 324,111 14,9 0,38 10,1 0,007 0,6 5 3 1,32 3,61 0,046 36,1 0,019 5 65 0,05 0,05 0,05 1 2 7,8 7,79 1 51,2 15 196,385 6 0,48 12,8 0,021 5,4 39 3 0,731 4,18 0,057 49 0,01 5 65 0,05 0,05 0,05 1 2 8,27 1 76,1 15 273,919 27,9 0,3 6,43 0,015 0,9 5 4 1,17 5,44 0,011 79,8 0,015 5 110 0,05 0,05 0,05 1 4 8,05 1 107 15 390,292 21,4 0,3 6,13 0,005 0,3 5 4 1,12 5,51 0,011 81,3 0,014 5 110 0,05 0,05 0,05 1 4 8,05 1 106 15 390,611 0,3 5,44 0,005 0,3 5 4 1,33 6,68 0,05 126 0,015 5 110 0,05 0,05 0,05 1 4 7,99 1 138 15 547,447 23,2 0,3 4,84 0,012 0,7 9,7 5 1,59 6,59 0,024 114 0,01 5 150 0,05 0,05 0,05 1 7 8,06 1 135 15 522,99 17,8 0,3 4,74 0,014 1,3 5 5 1,44 7,56 0,035 103 0,01 5 150 0,05 0,05 0,05 1 7 8,07 1 160 15 539,024 7,9 0,3 4,7 0,006 0,7 5 1 0,245 0,6 0,01 1,9 0,01 10 25 0,05 0 0,05 1 1 7,19 1 2,71 0 816 18 0,2 2,7 0,005 0 10 1 0,197 0,7 0,01 2,2 0,01 10 25 0,05 0,07 0,12 1 1 7,25 1 2,76 0 694 15,7 0,2 2,5 0,005 0,1 10 1 0,276 0,7 0,01 3,2 0,01 10 25 0,05 0,01 0,06 1 1 7,17 1 2,69 1 638 25,8 0,2 1,6 0,005 0 10 1 0,237 0,7 0,01 2,4 0,01 10 25 0,05 0,01 0,06 1 1 7,14 1 2,94 0 945 15 0,2 1,7 0,005 0 10 1 0,137 0,68 0,01 2,23 0,01 10 25 0,05 0 0,05 1 1 7,06 1 3,34 2 403 10 0,2 1,3 0,005 0,2 10 1 0,123 0,74 0,01 2,33 0,01 10 25 0,05 0 0,05 1 1 7,04 1 3,32 0 355 0,2 1,4 0,005 0 10 1 0,115 0,75 0,01 2,23 0,01 10 25 0,05 0 0,05 1 1 7,12 1 3,54 0 369 0,2 1,6 0,005 0,2 10 1 0,05 0,24 0,4 0,01 1,6 0,01 10 25 0,05 0,01 0,06 1 1 6,95 1 2,03 1 1553 15 0,3 10,7 0,007 0,2 10 1 0,336 0,5 0,01 2,2 0,01 10 25 0,05 0 0,05 1 1 7,33 1 2,7 0 944 21,4 0,2 1,6 0,005 0 10 1 0,219 0,6 0,01 2,2 0,01 10 25 0,05 0 0,05 1 1 7 7,27 1 2,67 0 411 13 0,2 2,4 0,005 0 10 1 0,05 0,216 0,6 0,01 2,1 0,01 10 25 0,05 0 0,05 1 1 7,3 1 2,96 0 1300 14,2 0,2 3,1 0,005 0 10 1 0,274 0,6 0,01 1,8 0,01 10 25 0,05 0 0,05 1 1 7 7,13 1 2,72 0,2 649 10 0,2 3,9 0,005 0,4 10 1 0,222 0,54 0,005 1,93 0,01 5 25 0,05 0,1 0,1 1 1 7,32 1 2,64 15 13,842 18,5 0,2 1,84 0,005 0,1 5 1 0,304 0,61 0,005 2,22 0,01 5 25 0,05 0,06 0,06 1 1 7,37 1 2,4 15 16,23 25,8 0,2 1,86 0,005 0,2 5 1 0,209 0,62 0,005 2,34 0,01 5 25 0,05 0,05 0,05 1 1 7,11 1 2,84 15 16,217 0,2 1,99 0,006 0 5 1 0,134 0,49 0,005 1,86 0,01 5 25 0,05 0,05 0,05 1 1 7,06 1 2,86 15 15,428 9,5 0,2 4,41 0,005 0,1 5 1 0,17 0,5 0,005 1,95 0,01 5 25 0,05 0,05 0,05 1 1 6,91 1 2,56 15 12,715 0,2 3,71 0,005 0,2 5 1 0,183 0,67 0,005 2,38 0,01 5 25 0,05 0,05 0,05 1 1 7,37 1 2,33 15 16,637 19,8 0,2 2,56 0,005 0 5 1 0,242 0,69 0,005 2,34 0,01 5 25 0,05 0,05 0,05 1 1 6,75 6,59 1 2,78 15 17,08 13,5 0,2 3,05 0,005 0 5 1 0,216 0,667 0,005 2,14 0,01 5 25 0,05 0,05 0,05 1 1 6,75 7,1 1 2,81 15 15,3 5,9 0,23 5,61 0,007 0 18 1 0,324 0,7 0,01 2,2 0,01 10 25 0,05 0 0,05 1 1 7,35 1 2,84 0 17,6 0,2 2,6 0,005 0 10 1 0,329 0,7 0,01 2,4 0,01 10 25 0,05 0,05 0,1 1 1 7,35 1 2,91 0 17 0,2 2,7 0,005 0,1 10 1 0,348 0,8 0,01 3 0,01 10 25 0,05 0,01 0,06 1 1 7,19 1 2,89 1 25,2 0,2 1,8 0,005 0,1 10 1 0,331 0,8 0,013 2,7 0,01 10 25 0,05 0 0,05 1 1 7,22 1 3,14 0 17 0,2 1,7 0,005 0,2 27 1 0,353 0,87 0,01 2,78 0,01 10 25 0,05 0 0,05 1 1 7,17 1 3,55 0 10 0,2 1,4 0,005 0,2 10 1 0,05 0,206 0,5 0,01 1,7 0,01 10 25 0,05 0,01 0,06 1 1 7,08 1 1,88 1 1553 15,6 0,27 10 0,007 0,3 22 1 0,313 0,7 0,015 2,6 0,01 10 25 0,05 0 0,05 1 1 7,47 1 3,23 0 1336,5 21,6 0,2 1,8 0,005 0 10 1 0,337 0,8 0,015 2,8 0,01 10 25 0,05 0 0,05 1 1 7 7,37 1 2,72 0,3 649 13,5 0,2 2,2 0,005 0 10 1 0,371 0,7 0,01 2,1 0,01 10 25 0,05 0 0,05 1 1 7 7,28 1 2,85 0,4 1414 11 0,2 4 0,005 0,6 10 1 0,33 0,7 0,01 2,4 0,014 10 25 0,05 0,01 0,06 1 1 7,37 1 3,63 0 887 10,8 0,2 2,2 0,005 0,5 10 1 0,422 1 0,01 3,8 0,01 10 25 0,05 0 0,05 1 1 7,61 1 4,48 1 1715 18,8 0,2 2,6 0,005 0,2 10 1 0,496 1,1 0,01 5 0,01 10 25 0,05 0 0,05 1 1 7,58 1 7,24 1 2419 27,2 0,2 1,7 0,005 0,2 10 1 0,517 1,2 0,01 5,3 0,01 10 25 0,05 0 0,05 1 1 7,68 1 7,13 4 1643 19 0,2 1,5 0,005 0,2 10 1 0,469 1,29 0,01 5,59 0,01 10 25 0,05 0 0,05 1 1 7,35 1 7,5 0,3 503 5 0,2 1,4 0,005 0,3 10 1 0,05 0,318 0,7 0,018 2,2 0,01 10 25 0,05 0 0,05 1 1 7,39 1 3,05 10 1553 16,7 0,2 4,9 0,008 0,3 10 1 0,548 1,2 0,01 4,6 0,01 10 25 0,05 0,01 0,06 1 1 7,54 1 6,02 1 2419 19,5 0,2 1,2 0,005 0,4 10 1 0,417 1 0,01 4,1 0,01 10 25 0,05 0 0,05 1 1 7,5 7,64 1 5 0,2 1733 15 0,2 1,4 0,005 0 10 1 0,05 0,43 0,9 0,01 4,1 0,01 10 25 0,05 0 0,05 1 1 7,74 1 5,58 0,4 1553 20,7 0,2 1,5 0,005 0 10 1 0,727 0,8 0,026 2,3 0,01 10 25 0,05 0,02 0,07 1 1 7,5 7,3 1 3,39 31,8 2419 10 0,4 7,3 0,018 3,1 10 1 0,389 0,81 0,0079 3,38 0,01 5 25 0,05 0,05 0,05 1 1 7,6 1 4,48 15 26,631 26,2 0,2 1,76 0,005 0,3 5 22,1 1 0,435 1,21 0,005 5,69 0,01 5 25 0,05 0,05 0,05 1 1 7,49 1 6,59 15 41,504 22,8 0,2 1,6 0,006 0,1 5 1 0,45 1,25 0,0098 5,74 0,01 5 25 0,05 0,05 0,05 1 1 7,32 1 6,81 15 43,693 0,2 1,4 0,008 0,1 5 1 0,253 0,7 0,0058 2,66 0,01 5 25 0,05 0,05 0,05 1 1 7,24 1 3,6 15 19,963 12 0,2 3,77 0,007 0,6 5 1 0,31 0,7 0,005 2,51 0,01 5 25 0,05 0,05 0,05 1 1 7,21 1 3,73 15 21,553 0,2 2,42 0,006 0,4 7,3 1 0,486 1,08 0,005 4,56 0,01 5 25 0,05 0,05 0,05 1 1 7,78 1 4,47 15 35,519 22,5 0,2 2,24 0,005 0 5 1 0,416 1,13 0,0061 4,75 0,01 5 25 0,05 0,05 0,05 1 1 7 7,15 1 5,2 15 35,917 14,4 0,2 2,85 0,005 0,3 5 1 0,709 1,05 0,015 2,88 0,01 5 25 0,05 0,05 0,05 1 1 7,8 7,41 1 3,53 15 26,319 6 0,27 6,44 0,01 10,5 19 1 0,422 0,869 0,0072 3,48 0,01 5 25 0,05 0,05 0,05 1 1 7,72 1 4,02 15 29,731 27,5 0,3 2,25 0,009 0,4 5 1 0,404 1,1 0,005 4,7 0,091 5 25 0,05 0,05 0,05 1 1 7,74 1 5,46 15 38,822 21,2 0,3 2,06 0,008 0,3 5 1 0,406 1,23 0,011 5,04 0,014 5 25 0,05 0,05 0,05 1 1 7,77 1 6,41 15 43,845 23,2 0,3 1,42 0,012 0,2 5 1 0,428 1,07 0,005 3,42 0,01 5 25 0,05 0,05 0,05 1 1 7,7 1 5,92 15 35,656 17 0,3 1,42 0,006 0,9 5 1 0,389 1,16 0,005 4,86 0,01 5 25 0,05 0,05 0,05 1 1 7,63 1 6,59 15 39,437 7,5 0,3 1,62 0,006 0,4 5 1 0,356 0,8 0,01 2,4 0,01 10 25 0,05 0 0,05 1 1 7,05 1 3,87 0 2419 14,6 0,2 2 0,005 0,2 10 1 0,335 0,9 0,01 2,8 0,01 10 25 0,05 0 0,05 1 1 7,58 1 4,46 0 1357 14 0,2 2,3 0,005 0,2 10
Page 18 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 12 Pollett Riv East of Pollett R Settlement 11-8-97 1997 8 54-97-8700340 0,0176 0,1 15,5 1 6,5 0,1 3,56 5 58,7 0,5 1 2 9,6 5 0,1 3 0,019 20,3 12 Pollett Riv East of Pollett R Settlement 14-9-97 1997 9 54-97-8700442 0,0137 0,1 15,9 1 6,4 0,1 3,72 5 60 0,5 0,5 2 10 6 0,1 3 0,018 20,1 12 Pollett Riv East of Pollett R Settlement 13-10-97 1997 10 54-97-8700527 0,0061 0,1 17,1 1 7,27 0,1 4,2 5 66 0,5 0,5 2 9,4 4 0,1 3 0,035 22,9 12 Pollett Riv East of Pollett R Settlement 17-6-98 1998 6 54-98-74 0,156 0,1 8,06 1 3 0,1 1,57 40 29,5 10 0,5 0,8 2 10,3 362 0,1 168 0,127 10 12 Pollett Riv East of Pollett R Settlement 11-8-98 1998 8 54-98-251 0,013 0,1 17,9 1 7 0,1 3,68 0 65,6 2 0,5 2 9,9 2 0,1 4 0,05 22 12 Pollett Riv East of Pollett R Settlement 13-9-98 1998 9 54-98-385 0,011 0,1 16,9 1 5,9 0,1 3,51 5 59,2 0,5 0,5 2 10 10 0,1 6 0,05 18,4 12 Pollett Riv East of Pollett R Settlement 12-10-98 1998 10 54-98-422 0,191 0,1 8,33 1 3,8 0,1 2,36 60 37,5 0,5 1,2 2 10,8 816 0,1 300 0,262 12,4 12 Pollett Riv East of Pollett R Settlement 7-10-99 1999 10 54-99-432 0,073 0,1 8,92 1 4,26 0,1 2,35 15 39,6 1,6 0,5 2 20 0,1 0,05 13,4 12 Pollett Riv East of Pollett R Settlement 31-10-99 1999 10 54-99-453 0,04 0,1 10,1 1 3,87 0,1 2,12 5 40,7 0,5 0,5 2 10 0,1 0,05 12,3 12 Pollett Riv East of Pollett R Settlement 14-8-00 2000 8 54-00-374 0,018 0,1 16 1 6,36 0,1 3,34 5 59,3 0,5 0,5 2 10,1 10 0,1 0,02 20 12 Pollett Riv East of Pollett R Settlement 24-9-00 2000 9 54-00-822 0,014 0,1 15,8 1 6,5 0,1 3,76 5 58,2 0,5 0,5 2 10,19 30 0,1 0,024 20,4 12 Pollett Riv East of Pollett R Settlement 29-10-00 2000 10 54-00-972 0,148 0,1 14,3 1 5,85 0,1 3,2 20 51,4 0,5 1,1 2 9,78 400 0,1 0,133 18,7 68 Pollett Riv Near Elgin above Gordon Falls 12-8-98 1998 8 52-98-1074 0,0204 0,1 8,77 1 3,2 0,1 2,52 0 35,8 0,5 0,5 2 0,1 0,05 10,5 68 Pollett Riv Near Elgin above Gordon Falls 2-9-98 1998 9 52-98-1166 0,021 0,1 9,6 1 3,5 0,1 2,82 15 39,1 0,7 0,5 2 4 0,1 4 0,05 11,2 68 Pollett Riv Near Elgin above Gordon Falls 22-7-99 1999 7 52-99-1037 0,024 0,1 8,74 1 3,59 0,1 2,88 0 38,9 0,5 0,5 2 40 0,1 0,05 11,7 68 Pollett Riv Near Elgin above Gordon Falls 2-9-99 1999 9 52-99-1520 0,016 0,1 9,81 1 3,99 0,1 3,06 0 42,7 0,5 0,5 2 120 0,1 0,05 12,9 69 Prosser Bk Above Little Riv confluence 17-9-98 1998 9 52-98-1209 0,0058 0,1 33 1 9,6 0,1 3,35 5 84,8 2,4 0,5 2 11,79 11,79 31 0,1 49 0,05 28,1 18 Prosser Bk Near mouth 3-6-97 1997 6 54-97-8700081 0,025 0,1 18,9 1 6,8 0,1 2,18 5 52,7 0,5 0,5 2 11,8 0,1 0,023 20,3 18 Prosser Bk Near mouth 16-7-97 1997 7 54-97-8700207 0,0149 0,1 25,2 1 9,1 0,1 2,46 0 66,7 1,1 0,5 2 9,8 0,1 0,01 26,4 18 Prosser Bk Near mouth 11-8-97 1997 8 54-97-8700341 0,0114 0,1 29,1 1 10,7 0,1 3,03 5 79,2 0,5 1,1 2 9,5 0,1 0,01 31,2 18 Prosser Bk Near mouth 14-9-97 1997 9 54-97-8700445 0,0168 0,1 32,3 1 11,6 0,1 3,14 5 85,4 0,5 0,5 2 9,4 0,1 0,021 33,9 18 Prosser Bk Near mouth 13-10-97 1997 10 54-97-8700530 0,0082 0,1 31,9 1 11,7 0,1 2,96 0 86,9 0,5 0,5 2 12,1 0,1 0,023 34 18 Prosser Bk Near mouth 17-6-98 1998 6 54-98-73 0,0427 0,1 20,8 1 6,3 0,1 1,92 5 54,3 40 1 0,5 2 10 168 0,1 99 0,05 19 18 Prosser Bk Near mouth 11-8-98 1998 8 54-98-250 0,0285 0,1 29,2 1 10 0,1 3,29 0 80 3,5 0,5 2 8,9 12,5 0,1 6 0,05 29,5 18 Prosser Bk Near mouth 13-9-98 1998 9 54-98-388 0,007 0,1 33,7 1 10,7 0,1 3,29 5 87,3 0,5 0,7 2 10,2 9 0,1 2 0,05 31,2 18 Prosser Bk Near mouth 12-10-98 1998 10 54-98-425 0,0451 0,1 23,2 1 7,8 0,1 2,43 10 63,9 0,9 1,2 2 10,25 16 0,1 10 0,05 22,4 70 Rabbit Bk @ Cedar Street 26-7-01 2001 7 54-01-1053 0,013 0,1 116 1 70,1 0,1 147 15 752 5,7 2,4 4 8,65 1650 0,199 0,203 207,6 70 Rabbit Bk @ Cedar Street 13-10-97 1997 10 54-97-8700544 0,0114 0,1 145 1 78,93 0,1 158 10 847 3 0,5 4 0,164 0,424 233,8 70 Rabbit Bk @ Cedar Street 28-6-01 2001 6 54-01-1025 0,025 0,1 124 1 71,3 0,1 173 10 843 2,5 2,4 4 7,96 460 0,186 0,229 211,6 70 Rabbit Bk @ Cedar Street 21-8-01 2001 8 54-01-1068 0,014 0,1 131 1 66,6 0,1 156 15 808 7 2,4 4 8,99 740 0,256 0,27 197 70 Rabbit Bk @ Cedar Street 24-9-01 2001 9 54-01-1103 0,046 0,1 118 1 53,2 0,1 143 20 750 7,8 3,6 3 9,69 340 0,254 0,37 157 70 Rabbit Bk @ Cedar Street 5-11-01 2001 11 54-01-1134 0,013 0,1 118 1 56,5 0,1 130 20 698 1,7 2,1 3 30 0,273 0,44 168 70 Rabbit Bk @ Cedar Street 5-11-01 2001 11 54-01-1133 0,012 0,1 119 1 55,2 0,1 130 20 695 3,9 2 3 11,33 30 0,27 0,424 164 25 Rabbit Bk @ Mapleton Rd 18-6-97 1997 6 54-97-8700113 0,108 0,1 117 1 62,7 0,1 171 40 772 4,8 3,7 4 9,8 0,101 0,424 183,7 25 Rabbit Bk @ Mapleton Rd 15-7-97 1997 7 54-97-8700210 0,0357 0,1 125 1 70,5 0,1 144 15 726 6,1 3,5 4 9,6 0,171 0,317 204,9 25 Rabbit Bk @ Mapleton Rd 12-8-97 1997 8 54-97-8700352 0,119 0,1 141 2,3 78,7 0,3 160 20 827 0,8 8,96 4 8,9 0,119 0,331 230,7 25 Rabbit Bk @ Mapleton Rd 14-9-97 1997 9 54-97-8700447 0,096 0,1 108 1 56,1 0,1 130 40 684 1,8 6,1 3 8,5 0,124 0,373 166,4 25 Rabbit Bk @ Mapleton Rd 13-10-97 1997 10 54-97-8700532 0,0155 0,1 142 1 77,78 0,1 159 15 837 2,9 2,4 4 0,213 0,221 228,5 25 Rabbit Bk @ Mapleton Rd 13-10-97 1997 10 54-97-8700541 0,0194 0,1 145 1 76,46 0,1 158 10 837 2,7 2,7 4 11 0,208 0,215 224,9 25 Rabbit Bk @ Mapleton Rd 13-10-97 1997 10 54-97-8700542 0,0153 0,1 145 1 76,79 0,1 158 5 840 2,8 2,6 4 0,211 0,209 226 25 Rabbit Bk @ Mapleton Rd 18-6-98 1998 6 54-98-82 0,15 0,1 110 1 52,2 0,1 136 30 682 500 5,7 6,6 3 9,4 2913,333333 0,245 1693,333333 0,534 156,7 25 Rabbit Bk @ Mapleton Rd 13-8-98 1998 8 54-98-259 0,129 0,1 121 1 56,6 0,1 130 20 701 8,1 5,8 3 9,5 6745 0,137 1960 0,466 166,4 25 Rabbit Bk @ Mapleton Rd 13-9-98 1998 9 54-98-390 0,195 0,1 83,3 1 33 0,1 82,8 40 469 3,3 5,3 2 9,3 500 0,254 800 0,674 98 25 Rabbit Bk @ Mapleton Rd 12-10-98 1998 10 54-98-427 0,159 0,1 88,1 1 33,9 0,1 84,3 200 488 6,2 7,8 2 9,35 2419 0,144 1000 0,651 100,3 24 Rabbit Bk Near Mouth 18-6-97 1997 6 54-97-8700112 0,121 0,1 98,6 1 48 0,1 134 60 631 3,4 4,9 3 10 9450 0,135 7250 1,12 141,7 24 Rabbit Bk Near Mouth 15-7-97 1997 7 54-97-8700209 0,0568 0,1 115 1 62,6 0,1 140 30 692 2,5 2,8 4 10,6 2419 0,211 152 0,882 183,9 24 Rabbit Bk Near Mouth 12-8-97 1997 8 54-97-8700351 0,0875 0,1 117 1 57,1 0,1 130 60 668 0,5 5,9 3 4,9 550 0,162 855 1,051 168,9 24 Rabbit Bk Near Mouth 14-9-97 1997 9 54-97-8700446 0,0865 0,1 106 1 49,4 0,1 118 40 634 2,6 6,1 3 6,2 7285 0,138 1502 0,863 147,6 24 Rabbit Bk Near Mouth 13-10-97 1997 10 54-97-8700531 0,0369 0,1 138 1 73,71 0,1 154 30 815 0,8 1,2 4 8,4 1435 0,201 840 0,947 219,2 24 Rabbit Bk Near Mouth 18-6-98 1998 6 54-98-83 0,112 0,1 106 1 46,7 0,1 128 40 653 5,7 5,8 3 8,4 1940 0,235 2566,666667 0,907 141,3 24 Rabbit Bk Near Mouth 13-8-98 1998 8 54-98-260 0,173 0,1 115 1 48,4 0,1 124 40 670 4,5 5,6 3 8,1 8935 0,1 2770 0,899 143,5 24 Rabbit Bk Near Mouth 13-9-98 1998 9 54-98-389 0,352 0,1 88,8 1 33,8 0,1 75,5 30 449 3,5 6,8 2 6,8 640 0,245 1080 0,782 100,9 24 Rabbit Bk Near Mouth 12-10-98 1998 10 54-98-426 0,312 0,1 58,9 1 21,1 0,1 49,9 200 310 3,3 6,3 2 9,4 420 0,1 400 1,023 62,6 24 Rabbit Bk Near Mouth 19-8-99 1999 8 54-99-272 0,223 0,1 102 1 45,7 0,1 99 10 585 4,4 5,8 3 2000 0,17 0,76 136 24 Rabbit Bk Near Mouth 29-8-99 1999 8 54-99-269 0,21 0,1 102 1 45,5 0,1 108 20 620 5 6,2 3 2000 0,172 0,73 135 24 Rabbit Bk Near Mouth 3-10-99 1999 10 54-99-374 0,074 0,1 100 1 50,2 0,1 102 30 26,4 3,7 2,8 3 9,7 1300 0,1 0,49 148 24 Rabbit Bk Near Mouth 31-10-99 1999 10 54-99-454 0,04 0,1 99,8 1 46,1 0,1 94,5 10 533 5,1 3 3 410 0,113 0,66 136 24 Rabbit Bk Near Mouth 15-8-00 2000 8 54-00-388 0,669 0,1 56,8 1 23,9 0,1 51,3 200 309 3,3 3,8 2 8,7 17330 0,111 1,37 72 24 Rabbit Bk Near Mouth 24-9-00 2000 9 54-00-811 39,3 1 16,5 0,1 26,4 300 193 2,6 4,7 2 8,75 24190 0,1 1,74 50,5 24 Rabbit Bk Near Mouth 29-10-00 2000 10 54-00-973 0,687 0,1 36,5 1,21 13,2 0,1 25,6 500 181 3,8 6,8 2 11 7270 0,1 0,694 44,8 71 Smith Bk @ Armoure bridge 28-6-01 2001 6 54-01-1008 0,061 0,1 28,6 1 7,44 0,1 8,98 60 95,2 0,7 1,2 2 90 0,1 0,79 23,8 71 Smith Bk @ Armoure bridge 28-6-01 2001 6 54-01-1007 0,066 0,1 28,6 1 7,66 0,1 8,78 60 95,6 0,8 0,9 2 8,13 250 0,1 0,809 24,5 71 Smith Bk @ Armoure bridge 25-7-01 2001 7 54-01-1033 0,086 0,1 36,1 1,79 9,7 0,1 10,7 70 116 2 0,7 2 7,27 680 0,1 1,53 32 71 Smith Bk @ Armoure bridge 21-8-01 2001 8 54-01-1062 0,171 0,1 45,4 2 12,6 0,1 63,9 75 329 2,8 0,9 2 6,97 940 0,1 1,75 54,1 71 Smith Bk @ Armoure bridge 25-9-01 2001 9 54-01-1116 0,072 0,1 32,9 1,72 9,04 0,1 12,2 75 114 1,2 0,5 2 7,93 310 0,1 1,96 29,6 71 Smith Bk @ Armoure bridge 5-11-01 2001 11 54-01-1144 0,051 0,1 21,4 1 8,9 0,1 14,5 50 136 0,5 0,5 2 10,16 30 0,1 1,1 30,5 73 Stony Ck Near mouth 27-6-01 2001 6 54-01-1004 0,038 0,1 29,6 1 10,6 0,1 13,1 40 112 0,9 0,5 2 9,26 10 0,1 0,259 31,7 73 Stony Ck Near mouth 25-7-01 2001 7 54-01-1031 0,016 0,1 61,2 1 26,7 0,1 37,6 30 260 3,3 1,7 2 8,03 90 0,128 0,473 66,6 73 Stony Ck Near mouth 21-8-01 2001 8 54-01-1060 0,012 0,1 96,8 1 39,9 0,1 57,7 30 382 5 0,7 2 6,3 40 0,21 0,407 115
Page 19 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 1 0,433 1 0,01 3,3 0,01 10 25 0,05 0 0,05 1 1 7,4 1 6,78 1 448 22,7 0,2 1,2 0,005 0 10 1 0,409 1 0,01 3,4 0,01 10 25 0,05 0 0,05 1 1 7,53 1 6,83 2 1021 17 0,2 1,2 0,005 0 10 1 0,4 1,15 0,01 3,45 0,01 10 25 0,05 0 0,05 1 1 7,34 1 7,05 0 355 8,5 0,2 1 0,005 0,2 10 1 0,05 0,26 0,6 0,014 1,8 0,01 10 25 0,05 0 0,05 1 1 7,16 1 2,26 2 1553 16,7 0,25 8,3 0,009 0,4 10 1 0,426 1,1 0,01 3,2 0,01 10 25 0,05 0 0,05 1 1 7,79 1 5,72 0 833,5 20,1 0,2 1 0,005 0 10 1 0,387 0,9 0,01 3 0,01 10 25 0,05 0 0,05 1 1 7,46 1 4,42 3,4 517 12 0,2 1,5 0,005 0 10 1 0,693 0,7 0,042 1,8 0,01 10 25 0,05 0,06 0,11 1 1 6,75 7,08 1 2,71 26,6 2419 9 0,41 10,1 0,028 2,7 10 1 0,237 0,67 0,005 2,32 0,01 5 25 0,05 0,05 0,05 1 1 7,14 1 2,93 15 18,575 0,2 3,96 0,007 0,4 5 1 0,279 0,65 0,005 2,14 0,01 5 25 0,05 0,05 0,05 1 1 7,14 1 3,34 15 18,882 0,2 2,32 0,007 0 5 1 0,386 0,996 0,005 3,22 0,01 5 25 0,05 0,05 0,05 1 1 7,7 1 4,47 15 28,743 18,6 0,2 1,9 0,005 0 5 1 0,373 1,02 0,005 3,32 0,01 5 25 0,05 0,05 0,05 1 1 7,75 6,79 1 4,9 15 29,724 13 0,4 2,25 0,005 0 5 1 0,656 1 0,0091 2,61 0,01 5 25 0,05 0,07 0,07 1 1 6,75 7,52 1 3,37 15 25,976 6,1 0,25 5,13 0,015 1,2 7,6 1 0,05 0,23 0,6 0,01 2,1 0,01 10 25 0,05 0,02 0,07 1 1 7,3 1 2,6 0 0,2 1,9 0,005 0,2 10 1 0,05 0,254 0,6 0,01 2,3 0,01 10 25 0,05 0 0,05 1 1 7,3 1 2,91 0,1 561 0,2 2,2 0,005 0 10 1 0,39 0,66 0,005 2,89 0,01 5 25 0,05 0,05 0,05 1 1 7,44 1 2,86 15 18,921 0,2 1,54 0,008 0,1 5 1 0,273 0,72 0,005 2,74 0,01 5 25 0,05 0,05 0,05 1 1 6,94 1,32 2,78 15 19,848 0,2 1,43 0,008 0 5 1 0,05 0,407 1 0,01 3,2 0,01 10 25 0,05 0 0,05 1 1 8,11 1 3,58 0 1300 13,6 0,2 1 0,005 0 10 1 0,33 0,8 0,01 2,2 0,01 10 25 0,05 0 0,05 1 1 7,6 1 3,04 0 8,8 0,2 1,1 0,005 0,3 10 1 0,437 0,9 0,01 2,8 0,022 10 25 0,05 0 0,05 1 1 7,71 1 3,21 0 14,8 0,2 1,6 0,005 0 10 2 0,535 1,1 0,01 3,5 0,01 10 25 0,05 0,02 0,07 1 1 7,68 1 3,46 1 21,6 0,2 1,1 0,005 0 11 2 0,516 1,2 0,01 3,7 0,02 10 25 0,05 0,08 0,13 1 1 7,86 1 3,6 0 17 0,2 1 0,005 0 11 2 0,51 1,16 0,01 3,56 0,01 10 25 0,05 0 0,05 1 1 7,77 1 3,22 0 9 0,2 1 0,005 0,1 10 1 0,05 0,363 0,8 0,01 2,5 0,01 10 25 0,05 0 0,05 1 1 7,6 1 2,96 1 1050,5 16,1 0,2 2,6 0,005 0,3 10 1 0,512 1,1 0,01 3,4 0,01 10 25 0,05 0 0,05 1 1 7,57 1 3,8 20 1553 20 0,2 1 0,012 0 10 2 0,428 1,1 0,01 3,5 0,01 10 25 0,05 0 0,05 1 1 7,7 7,94 1 3,49 0 387 15 0,2 1 0,005 0 10 1 0,516 0,7 0,01 2,5 0,01 10 25 0,05 0 0,05 1 1 7,75 7,64 1 2,92 1 1733 10,5 0,2 1,7 0,005 1,3 10 5 1,9 7,91 0,056 80,9 0,033 5 150 0,05 0,492 0,542 1 7 8,12 1 14,6 15 394,89 17,6 0,725 4,78 0,023 1,5 5 5 2,16 8,91 0,143 82,85 0,036 10 150 0,05 0,62 0,67 1 7 8,3 1 14,3 0,3 0,2 2,9 0,012 2,8 10 5 1,88 8,16 0,121 83,9 0,02 5 150 0,05 0,61 0,66 1 7 8,27 1 14,3 15 430,437 19,5 0,748 3,52 0,028 2,2 9,3 5 1,87 7,58 0,09 72,6 0,012 5 150 0,05 0,447 0,497 1 7 8,19 1 15 15 401,091 18,6 0,55 2,98 0,028 1,8 6,1 4 2,19 5,86 0,097 84,7 0,011 5 110 0,05 0,61 0,66 1 4 8,02 1 19,5 15 382,95 17,5 0,926 4,94 0,025 2,2 5 4 2 6,59 0,145 66,3 0,012 5 110 0,05 0,178 0,228 1 4 8,21 1 15,3 15 349,381 0,341 3,17 0,009 2,6 6,4 4 1,83 6,45 0,134 64,8 0,01 5 110 0,05 0,173 0,223 1 4 8,18 1 15,2 15 346,717 8 0,305 3 0,009 2,5 6 5 2,38 6,6 0,228 85,7 0,066 10 150 0,05 0,83 0,88 1 7 7,9 1 13,8 5 13,6 0,5 4,8 0,033 3,7 61 5 1,75 7 0,137 66,6 0,039 10 150 0,05 0,83 0,88 1 7 8,16 1 13,2 1 15,5 0,23 3,1 0,025 2,1 23 5 2,44 8,3 0,11 77 0,01 10 150 0,05 0,81 0,86 1 7 7,87 1,1 14,7 6 15,1 0,34 3,4 0,039 2,2 18 4 2,04 6,4 0,048 72,9 0,016 10 110 0,05 1,16 1,21 1 4 8,03 1 16,2 0 16 0,37 8,2 0,038 1,4 18 5 2,29 8,33 0,032 81,73 0,01 10 150 0,05 0,69 0,74 1 7 8,11 1 14,5 0,7 0,4 2,6 0,022 1,6 10 5 2,27 8,25 0,033 81,3 0,01 10 150 0,05 0,69 0,74 1 7 8,14 1 14,5 1,5 9 0,4 2,9 0,021 1,4 10 5 2,23 8,32 0,032 81,29 0,01 10 150 0,05 0,69 0,74 1 7 8,19 1 14,5 0,2 0,4 2,9 0,022 1,5 17 4 0,05 2,25 6,4 0,283 72 0,078 10 110 0,05 0,63 0,68 1 4 8,27 1 10,8 2 16355,66667 12,7 0,38 5,5 0,053 2,5 19 4 2,29 6,1 0,054 77,3 0,024 10 110 0,05 0,71 0,76 1 4 7,87 1 18,5 5 12438,5 13 0,28 5,5 0,048 5,1 13 3 1,82 3,8 0,043 49,6 0,01 10 65 0,05 0,51 0,56 1 2 7,5 7,95 1 11,3 6,9 24190 15 0,26 5,1 0,046 11,4 14 3 1,97 3,8 0,056 60 0,011 10 65 0,05 0,6 0,65 1,3 2 8,5 7,92 1 13,8 14 2419 13 0,66 10,6 0,07 20,5 14 4 2,29 5,3 0,486 72,7 0,27 10 110 0,06 0,77 0,83 1 4 7,99 1 12,1 6 36550 16,4 0,74 6,9 0,071 7,6 13 5 1,48 6,7 0,15 69 0,13 10 150 0,12 0,88 1 1 7 8,16 1 12,5 3 2419 17,5 0,38 4,3 0,05 5 16 4 2,45 6,4 0,285 68,4 0,192 10 110 0,1 0,34 0,44 1,2 4 8 1 11,8 8 7930 19,5 0,68 8,3 0,091 7,7 29 4 2,34 5,9 0,276 70,4 0,158 10 110 0,06 0,97 1,03 1 4 7,84 1 15,4 5 13305 16,5 0,58 7,7 0,064 2,4 13 5 2,21 8,54 0,314 82,36 0,202 10 150 0,16 0,61 0,77 1 7 7,91 1 13,6 3,7 15530 5 0,54 3,7 0,067 7,8 10 4 0,05 2,13 6 0,351 70,9 0,144 10 110 0,07 0,66 0,73 1 4 7,97 1 11,2 6 16355,66667 15,9 0,5 6,4 0,077 2,6 11 4 2,45 5,5 0,183 78,4 0,13 10 110 0,05 0,87 0,92 1 4 7,93 1 19,7 12 12438,5 14,1 0,54 6,2 0,07 8 13 3 1,73 4 0,117 45,7 0,061 10 65 0,05 0,53 0,58 2 2 7,5 7,95 1 11,5 15 24190 14 0,38 7,1 0,055 8,4 77 3 1,51 2,4 0,092 37,1 0,038 10 65 0,05 0,42 0,47 2,2 2 7,5 7,75 1 8,65 41,4 15530 10,5 0,48 5,4 0,076 52,2 13 4 2,61 5,24 0,187 58,2 0,36 5 110 0,05 1,36 1,36 1,1 4 7,51 1 12,7 210 1,66 7,78 0,15 10,4 12 4 2,85 5,2 0,202 57,6 0,6 5 110 0,05 1,35 1,35 1,15 4 7,59 1 12,6 140 1,98 8,49 0,12 9,2 13 4 1,62 5,59 0,132 55,6 0,06 5 110 0,05 0,73 0,73 1 4 6,71 1 11,8 15 290,85 12 0,38 6,18 0,032 2,2 6,8 4 1,55 5,22 0,227 47,5 0,075 5 110 0,05 0,54 0,58 1 4 8,01 1 12,2 15 270,574 0,32 5,7 0,038 1,8 11 3 1,37 2,96 0,066 31,8 0,072 5 65 0,05 0,72 0,73 1,27 2 7,61 1 9,04 80 159,914 16,9 0,7 6,41 0,057 33,6 9,1 2 1,64 2,26 0,054 18,3 0,198 5 25 0,05 0,91 0,92 1,48 1 7,5 7,5 1 8,63 100 103,301 15 0,62 6,04 0,11 38,4 14 2 2,1 2,85 0,092 20,3 0,076 5 25 0,05 0,62 0,62 2,57 1 7 7,74 1 7,27 150 97,578 8 0,9 5,71 0,068 84,1 29 1 0,507 1,26 0,445 6,98 0,044 5 25 0,05 0,05 0,05 1 1 7,62 1 3,61 15 47,562 0,3 8,31 0,022 2,8 5 1 0,57 1,31 0,487 7,09 0,048 5 25 0,05 0,05 0,05 1 1 7,63 1 3,52 15 47,78 20 0,3 8,17 0,022 3 5 2 0,822 1,88 0,395 10,3 0,12 5 25 0,05 0,05 0,05 1 1 7,69 1 2,5 15 59,901 23 0,345 8,93 0,032 8,7 5 2 1,91 5,5 0,564 37 0,039 5 25 0,05 0,06 0,11 1 1 7,67 1 8,06 15 159,289 18,9 0,356 7,81 0,053 12,5 5 1 1,15 1,7 0,214 8,62 0,021 5 25 0,05 0,05 0,053 1 1 7,56 1 3,2 15 58,237 16,8 0,369 9,31 0,028 7,3 5 1 0,959 2,01 0,281 11,6 0,081 5 25 0,05 0,125 0,175 1 1 7,48 1 13,8 15 66,923 8,2 0,335 4,49 0,023 5,6 5 2 0,584 1,29 0,188 7,71 0,022 5 25 0,05 0,05 0,05 1 1 7,68 1 2,98 15 54,837 23,2 0,3 6,5 0,013 0,8 5 3 0,935 2,66 0,716 18,6 0,031 5 65 0,05 0,05 0,064 1 2 7,88 1 3,44 15 128,282 19,8 0,3 4,32 0,01 2,2 7,5 3 1,42 3,64 0,893 25,9 0,01 5 65 0,05 0,05 0,05 1 2 7,94 1 4,69 15 193,082 18,1 0,3 3,83 0,014 3,5 6,9
Page 20 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
Al Al_LEV ALK As BOD Ca Cd Cl CLRA COND COND Cr Cu Cu_LEV DO DO E_COLI F FC-MF Fe HARD PWMG Water body Station Date Year Month Field number ELG_L CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_F ELG_L ELG_L CWQG CL_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (mg/L) (mg/L) (µg/L) (mg/L) (mg/L) (µg/L) (mg/L) (TCU) (µSIE/cm) (µSIE/cm) (µg/L) (µg/L) (µg/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (CFU/100mL) (mg/L) (mg/L) 73 Stony Ck Near mouth 25-9-01 2001 9 54-01-1112 0,048 0,1 45,5 1 18,5 0,1 25,8 20 191 1,4 0,5 2 8,47 30 0,136 0,377 54,3 73 Stony Ck Near mouth 5-11-01 2001 11 54-01-1142 0,02 0,1 32,4 1 18,6 0,1 27,1 20 205 0,5 0,5 2 9,92 10 0,1 0,269 55,6 74 Turtle Ck @ Bypass Channel 5-6-97 1997 6 54-97-8700082 0,0638 0,1 10,6 1 4 0,1 2,19 20 37,6 0,5 0,5 2 10,9 0,1 0,161 12,9 74 Turtle Ck @ Bypass Channel 16-7-97 1997 7 54-97-8700218 0,0372 0,1 14 1 5 0,1 2,32 20 46,2 0,6 0,5 2 10,3 0,1 0,171 15,8 74 Turtle Ck @ Bypass Channel 11-8-97 1997 8 54-97-8700349 0,0536 0,1 17,9 1 6,1 0,1 2,71 40 58,8 0,5 0,5 2 9,9 0,1 0,493 18,9 74 Turtle Ck @ Bypass Channel 14-9-97 1997 9 54-97-8700467 0,0556 0,1 35,5 1,1 7,6 0,1 4,43 70 96,2 0,5 0,5 2 0,116 1,828 23,5 74 Turtle Ck @ Bypass Channel 14-9-97 1997 9 54-97-8700466 0,0623 0,1 35,4 1,2 7,5 0,1 4,42 70 99,7 0,5 0,5 2 0,116 1,839 23,3 74 Turtle Ck @ Bypass Channel 14-9-97 1997 9 54-97-8700448 0,0585 0,1 35,6 1,7 8,5 0,1 4,43 70 97,9 0,8 0,5 2 8,6 0,116 1,946 26,2 74 Turtle Ck @ Bypass Channel 13-10-97 1997 10 54-97-8700533 0,0619 0,1 39,5 1 9,8 0,1 6,87 20 120 0,9 0,5 2 9,9 0,159 0,627 30,1 19 Turtle Ck @ Bypass channel by pumphouse 17-6-98 1998 6 54-98-78 0,0647 0,1 8,92 1 2,9 0,1 1,84 20 33,8 20 0,4 0,5 2 10,8 0,1 0,159 9,7 19 Turtle Ck @ Bypass channel by pumphouse 13-8-98 1998 8 54-98-255 0,0382 0,1 22,5 1 7,3 0,1 2,52 30 65,6 1,4 0,5 2 6,5 0,1 1 0,593 22,8 19 Turtle Ck @ Bypass channel by pumphouse 13-9-98 1998 9 54-98-391 0,0511 0,1 29,1 2,2 8,1 0,1 3,26 50 83,5 0,6 0,5 2 7,3 1 0,1 1 1,32 25,2 19 Turtle Ck @ Bypass channel by pumphouse 12-10-98 1998 10 54-98-428 0,064 0,1 21,4 1 7 0,1 3,51 40 71 1 0,6 2 9 1 0,1 0,365 21,6 42 Turtle Ck Above Rte 910 bridge 17-9-98 1998 9 52-98-1211 0,0113 0,1 31,4 1 9,6 0,1 4,1 5 93 2,4 0,5 2 10,32 10,32 12 0,1 2 0,052 29,7 42 Turtle Ck Above Rte 910 bridge 22-7-99 1999 7 52-99-1039 0,018 0,1 28,8 1 9,9 0,1 3,6 0 89,5 1 0,5 2 40 0,1 0,05 30,4 42 Turtle Ck Above Rte 910 bridge 2-9-99 1999 9 52-99-1518 0,014 0,1 35 1 13,2 0,1 4,25 0 106 1,1 0,5 2 20 0,1 0,05 40,2 32 Weldon Ck D/S from Salem 5-6-97 1997 6 54-97-8700083 0,0261 0,1 22,4 1 11,4 0,1 4 10 94,3 0,6 0,5 2 12,2 14 0,1 7 0,031 34,6 32 Weldon Ck D/S from Salem 15-7-97 1997 7 54-97-8700213 0,021 0,1 35,4 1,7 22,1 0,1 7,51 5 179 1,7 0,5 2 9,5 7 0,1 5 0,01 65,9 32 Weldon Ck D/S from Salem 11-8-97 1997 8 54-97-8700350 0,0142 0,1 39,4 1,5 26,9 0,1 9,04 10 222 0,5 1,3 2 8,6 50 0,1 42 0,017 79,9 32 Weldon Ck D/S from Salem 14-9-97 1997 9 54-97-8700449 0,079 0,1 36,7 1,3 23,1 0,1 8,46 10 214 0,7 0,6 2 9,7 797 0,1 152 0,066 69,6 32 Weldon Ck D/S from Salem 13-10-97 1997 10 54-97-8700534 0,0035 0,1 41,9 1,2 33,45 0,1 10,2 5 274 0,5 0,5 2 12,6 3 0,1 1 0,023 99,8 32 Weldon Ck D/S from Salem 17-6-98 1998 6 54-98-80 0,0939 0,1 19,7 1 7,3 0,1 2,47 20 70,6 50 0,8 1,7 2 9,8 70,5 0,1 36 0,114 22,8 32 Weldon Ck D/S from Salem 12-8-98 1998 8 54-98-257 0,0212 0,1 35,2 1,1 19,1 0,1 7,53 5 165 2 0,9 2 9,9 345 0,1 134 0,05 57,2 32 Weldon Ck D/S from Salem 13-9-98 1998 9 54-98-392 0,013 0,1 42,2 1 23,4 0,1 8,06 5 202 0,5 0,5 2 10,1 6 0,1 6 0,05 70 32 Weldon Ck D/S from Salem 21-9-98 1998 9 52-98-1215 0,0108 0,1 11,2 1,2 33,6 0,1 11,2 5 267 0,6 4,4 2 7 0,1 16 0,05 99,5 32 Weldon Ck D/S from Salem 12-10-98 1998 10 54-98-429 0,128 0,1 12,3 1 6,2 0,1 2,83 50 54,7 0,6 0,8 2 11,1 238 0,1 100 0,213 19,2 32 Weldon Ck D/S from Salem 22-6-99 1999 6 54-99-84 0,016 0,1 29,9 1,2 23,3 0,1 7,9 0 210 1,3 0,7 2 9,4 50 0,1 0,05 69,1 32 Weldon Ck D/S from Salem 22-7-99 1999 7 52-99-1040 0,011 0,1 41,6 1,62 40 0,1 12 0 351 1,6 0,5 2 8,7 30 0,1 0,05 118 32 Weldon Ck D/S from Salem 29-8-99 1999 8 54-99-270 0,0091 0,1 49,9 1,32 41,1 0,1 11,8 0 336 2,4 1 3 9,2 10 0,1 0,05 122 32 Weldon Ck D/S from Salem 2-9-99 1999 9 52-99-1517 0,011 0,1 50,5 1,75 50,1 0,1 13,3 0 424 1,4 0,7 3 20 0,1 0,05 147 32 Weldon Ck D/S from Salem 31-10-99 1999 10 54-99-455 0,04 0,1 22,4 1 9,4 0,1 3,71 5 89,3 0,9 1,1 2 10 0,1 0,06 28,6 32 Weldon Ck D/S from Salem 15-8-00 2000 8 54-00-396 0,015 0,1 43,7 1,26 28,1 0,1 9,62 0 244 1,5 0,5 2 20 0,1 0,022 84 32 Weldon Ck D/S from Salem 15-8-00 2000 8 54-00-395 0,016 0,1 44,6 1,19 27,8 0,1 9,66 5 243 1,6 0,5 2 10,7 80 0,1 0,028 83,1 32 Weldon Ck D/S from Salem 24-9-00 2000 9 54-00-808 0,012 0,1 44,8 1,12 33,9 0,1 10,4 0 273 1,2 0,5 2 9,23 300 0,1 0,015 100 32 Weldon Ck D/S from Salem 29-10-00 2000 10 54-00-974 0,548 0,1 16,1 1 7,84 0,1 3,93 50 65,2 1 1,2 2 11,71 400 0,1 0,542 24,9
Page 21 of 22 Appendix G. Water quality data from the Petitcodiac and Memramcook River Watersheds, 1997-2001
HARD_CL HC C10-C21 HC C21-C28 Hg K Mg Mn Na NH3T Ni Ni_LEV NO2 NO3 NOX Pb Pb_LEV pH pH Sb SO4 SS TC-MPN TDS TDS TDS TEMP TKN TN TOC TPH TP-L TURB Zn CWQG ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L CWQG ELG_L ELG_L ELG_L ELG_L CWQG CL_F ELG_L ELG_L ELG_L ELG_L ELG_L CL_F ELG_L ELG_F ELG_F ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L ELG_L (mg/L) (µ g/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (mg/L) (mg/L) (mg/L) (µ g/L) (µ g/L) (pH) (pH) (µ g/L) (mg/L) (mg/L) (MPN/100mL) (mg/L) (mg/L) (mg/L) (°C) (mg/L) (mg/L) (mg/L) (µ g/L) (mg/L) (NTU) (µ g/L) 2 1,33 1,95 0,328 13,2 0,011 5 25 0,05 0,05 0,05 1 1 7,79 1 5,48 15 94,677 15,3 0,3 4,1 0,009 1,7 5 2 0,992 2,22 0,242 13,4 0,01 5 25 0,05 0,05 0,05 1 1 7,6 1 14,8 15 97,411 7,9 0,3 3,92 0,005 0,8 5 1 0,442 0,7 0,052 2,3 0,01 10 25 0,05 0 0,05 1 1 7,28 1 3,12 1 11,6 0,2 3,2 0,006 1 11 1 0,411 0,8 0,092 2,6 0,022 10 25 0,05 0 0,05 1 1 7,37 1 3,21 1 0,2 3,2 0,005 0,7 10 1 0,499 0,9 0,438 3,6 0,061 10 25 0,05 0,01 0,06 1 1 7,3 1 3,36 2 15,3 0,27 4,4 0,006 2,4 10 1 0,598 1,1 2,32 8,2 0,226 10 25 0,05 0 0,05 1 1 7,6 1 3,61 2 0,43 5,1 0,024 5,8 10 1 0,606 1,1 2,3 8,2 0,237 10 25 0,05 0 0,05 1 1 7,55 1 3,62 3 0,32 5,1 0,024 5,8 69 1 0,607 1,2 2,3 8,7 0,219 10 25 0,05 0 0,05 1 1 7,48 1 3,65 4 12 0,27 5 0,02 5,7 10 1 0,87 1,37 0,532 12,39 0,049 10 25 0,05 0,03 0,08 1 1 7,68 1 7,41 1,4 9 0,22 2,5 0,009 2,8 10 1 0,05 0,4 0,6 0,123 2,2 0,045 10 25 0,05 0 0,05 1 1 7,09 1 3,05 1 1336,5 7,1 0,2 3,1 0,005 1,1 10 1 0,58 1,1 1,07 3,2 0,117 10 25 0,05 0,04 0,09 1 1 7,04 1 3,66 1 993,5 12,3 0,21 3,3 0,008 2,2 10 1 0,589 1,2 1,17 3,9 0,159 10 25 0,05 0,1 0,15 1 1 6,25 7,56 1 4,41 4,8 649 15 0,38 4 0,03 3,9 20 1 0,766 1 0,15 3,8 0,049 10 25 0,05 0 0,05 1 1 7,2 7,42 1 4,74 1,6 133 11 0,44 4,6 0,013 2,4 10 1 0,05 0,594 1,4 0,013 3,4 0,01 10 25 0,05 0 0,05 1 1 7,79 1 7,13 0 488 13,6 0,2 1,2 0,005 0,1 10 1 0,802 1,38 0,013 3,85 0,01 5 25 0,05 0,05 0,05 1 1 7,92 1 7,46 15 44,681 0,2 1,06 0,011 0,3 5 2 0,682 1,74 0,021 4,57 0,01 5 25 0,05 0,05 0,05 1 1 7,74 1,82 8,14 15 53,995 0,2 1 0,011 0,1 5 2 0,446 1,5 0,01 5 0,01 10 25 0,05 0 0,05 1 1 7,64 1 16,2 0 542 8,1 0,2 1,9 0,005 0,3 10 3 0,695 2,6 0,01 9,5 0,01 10 65 0,05 0 0,05 1 2 7,87 1 36,9 0 2076 21,2 0,2 2,6 0,005 0,1 10 3 0,806 3,1 0,01 12,4 0,01 10 65 0,05 0 0,05 1 2 7,9 1 50,7 1 1414 21,8 0,2 2 0,005 0,1 10 3 0,728 2,9 0,016 10,9 0,01 10 65 0,05 0 0,05 1 2 7,9 1 49,9 4 2419 20 0,2 1,9 0,005 1,5 11 3 0,64 3,96 0,01 14,57 0,01 10 65 0,05 0 0,05 1 2 7,92 1 77,4 0 313 7 0,2 1,2 0,005 0,1 10 1 0,05 0,468 1,1 0,01 3,7 0,01 10 25 0,05 0 0,05 1 1 7,71 1 9,67 1 1336,5 16,3 0,2 5,4 0,006 1,2 10 2 0,732 2,3 0,01 8,9 0,01 10 25 0,05 0,02 0,07 1 1 7,83 1 1,27 0 2419 18,4 0,2 2,2 0,005 0,5 10 3 0,566 2,8 0,01 10,8 0,01 10 65 0,05 0 0,05 1 2 8,1 7,92 1 41,9 0 548 15 0,2 1,7 0,005 0,1 10 3 0,05 0,685 3,8 0,01 14,4 0,01 10 65 0,05 0 0,05 1 2 7,9 1 70,4 0 1553 13,9 0,2 1,1 0,005 0 10 1 0,688 0,9 0,027 2,6 0,01 10 25 0,05 0 0,05 1 1 7 7,32 1 6,34 9,8 2419 10 0,34 9,5 0,02 4,8 10 3 0,595 2,67 0,0067 10,4 0,01 5 65 0,05 0,05 0,05 1 2 8 1 52,8 15 116,008 26,1 0,2 1,91 0,021 0,4 7 3 0,874 4,47 0,0074 18,3 0,01 5 65 0,05 0,05 0,05 1 2 8,09 1 94,8 15 195,8 21,4 0,2 1,1 0,012 0,5 5 4 0,786 4,67 0,009 19,5 0,01 5 110 0,05 0,05 0,05 1 4 7,82 1 84,9 15 18 0,2 1,39 0,008 0,1 5 4 0,925 5,36 0,0091 21,1 0,01 5 110 0,05 0,05 0,05 1 4 8,09 2,21 115 15 236,485 0,2 1,13 0,016 0,1 6,8 1 0,824 1,26 0,018 4,27 0,016 5 25 0,05 0,05 0,05 1 1 7,45 1 12,6 15 45,951 0,2 2,61 0,011 0,7 5 3 0,684 3,36 0,005 12,9 0,01 5 65 0,05 0,05 0,05 1 2 8,23 1 55,5 15 136,754 0,2 1,77 0,005 0 5 3 0,697 3,33 0,005 12,9 0,01 5 65 0,05 0,05 0,05 1 2 8,21 1 55,5 15 137,024 19,7 0,2 2,04 0,005 0 5 3 0,634 3,88 0,005 14,4 0,01 5 65 0,05 0,05 0,05 1 2 7,75 7,96 1 64,6 15 155,054 13,3 0,2 1,94 0,005 0,1 5 1 0,792 1,29 0,016 3,48 0,01 5 25 0,05 0,05 0,05 1 1 6,75 7,52 1 6,9 15 35,347 6,9 0,29 8,72 0,02 11 25
Page 22 of 22 Map A. PRIMARY LITHOLOGY OF THE PETITCODIAC AND MEMRAMCOOK RIVER WATERSHEDS LITHOLOGIE PRIMAIRE DU BASSIN VERSANT DE LA RIVIÈRE PETITCODIAC ET MEMRAMCOOK
N
Petitcodiac and Memramcook River Watersheds Bassins versants de la rivière Petitcodiac et Memramcook
Baie Shepody Bay
Grey calcareous mudstrone and/or feldspathic Minor quartzose sandstones, polymictic conglomerates, Metasedimentary rocks mixed with igneous rocks to lithic sandstones minor polymictic, Conglomerates quartz pebble conglomerates and/or red mudstones Roches sédimentaires métamorphisées mêlées à Mudstones calcaires gris et grès feldspathiques à lithiques Grès quartzeux, conglomérates polygéniques, conglomérats des roches ignées Conglomérats polygéniques secondaires à galets de quartz et mudstones rouges secondaires
Igneous rocks mixed with metasedimentary rocks Grey lithic feldspathic sandstones Calcium carbonate present in the cementing material
Roches ignées mêlées à des roches sédimentaires Carbonate de calcium présent dans le matériau de cimentation Grès lithiques à feldspathiques gris métamorphisées
Gneiss, granites, alkali granites, granodiorites and/or quartz diorites Red mudstones (weathered) Undetermined 1: 610 000 Non-déterminé Gneiss, granites, granites alkali, Mudstones rouges (altérés) granodiorites et/ou diorites quartz 0 5 10 kilometres
Red polymictic conglomerates, Feldspathic Minor grey-red lithic feldspathic sandstones, to lithic sandstones and/or mudstones Quartzose sandstones and/or polymictic conglomerates Waterway Cours d'eau Conglomérats polygéniques rouges, grès Grès gris/rouges lithiques à feldspathiques, grès quartzeux feldspathiques à lithiques et mudstones et conglomérats polygéniques secondaires Prepared by the PWMG, Pascal Levesque GIS Technician, February 2002 Hydrography provided by Service New Brunswick Watersheds boundary provided by NB Aquatic Resources Data Warehouse Geology provided by New Brunswick Department of Natural Resources Felsic volcanic or mixed igneous rocks Mafic volcanics, gabbros and/or diorites and/or felsic pebble conglomerates Préparé par le GSBP, Pascal Levesque Technicien en SIG, Février 2002 Roches volcano-mafiques, gabbros et diorites Roches volcano-felsiques ou mélange de roches Données hydrographiques fournies par Service Nouveau Brunswick ignées et conglomérats à galets felsiques Limites des bassins fournies par NB Aquatic Resources Data Warehouse Your Environmental Trust Fund at Work! Données de géologie fournies par le Ministère des Ressources Naturelles Votre Fonds en Fiducie pour l'Environnement au Travail! et de l'Énergie du Nouveau-Brunswick
Map B. LAND USE WITHIN THE PETITCODIAC AND MEMRAMCOOK RIVER WATERSHEDS N UTILISATION DES TERRES DANS LE BASSIN VERSANT DE LA RIVIÈRE PETITCODIAC ET MEMRAMCOOK
0 1 2 kilometres
Area (km2) % of Total Area Superficie (km2) % de la superficie totale 1: 500 000 Crown land Terre de la couronne 356 14.9 50 10 kilometres
Private land Terre privée 2044 85.1
Total 2400 km2 100%
Recreational Industrial Waterway Récréationnel Industrielle Cours d'eau
Woodland Farms Ferme Not defined Terre boisé Non défini Petitcodiac and Memramcook river watershed Commercial Residential Prepared by the PWMG, Pascal Levesque GIS technician, February 2002 Commercial Résidentielle Hydrography and Land Ownership provided by Service New Brunswick Bassin versant de la rivière Watersheds boudary provided by NB Aquatic Resources Data Warehouse Petitcodiac et Memramcook
Préparé par le GSBP, Pascal Levesque Technicien en SIG, Février 2002 Institutionel Swamp Données hydrographiques et propriété des terres fournies par Institutionnelle Service Nouveau Brunswick Marais Limites des bassins fournies par NB Aquatic Resources Data Warehouse Your Environmental Trust Fund at Work! Votre Fonds en Fiducie pour l'Environnement au Travail! Map C. LICENSE HOLDERS WITHIN THE PETITCODIAC AND MEMRAMCOOK RIVER WATERSHEDS N LES PROPRIÉTAIRES LICENCIÉS DANS LES BASSINS VERSANTS DE LA RIVIÈRE PETITCODIAC ET MEMRAMCOOK
Petitcodiac and Memramcook River Watersheds Bassins versants de la rivière Petitcodiac et Memramcook
J.D. Irving Limited
Baie Fundy Licence (crowland) Shepody Licence de Fundy (terres de la couronne) Bay
Federal Land Terre du fédéral
Dead River
Crown Land (unassigned) Terre de la Couronne (non-assigné)
Prepared by the PWMG, Pascal Levesque GIS Technician, February 2002 Waterway Hydrograpy provided by Service New Brunswick Watersheds boundary provided by NB Aquatic Resources Data Warehouse Cours d'eau Holders provided by New Brunswick Department fo Natural Resources 1: 550 000 and Energy Préparé par le GSBP, Pascal Levesque Technicien en SIG, Février 2002 Données hydrographiques fournies par Service Nouveau Brunswick Private Holder 0 5 10 Limites des bassins fournies par NB Aquatic Resources Data Warehouse Your Environmental Trust Fund at Work! Détenteurs fournies par le Ministère des Ressources Naturelles et de Détenteurs privés kilometres Votre Fonds en Fiducie pour l'Environnement au Travail! l'Énergie du Nouveau-Brunswick Map D. ECOREGIONS WITHIN THE PETITCODIAC AND MEMRAMCOOK RIVER N WATERSHEDS LES ÉCORÉGIONS DANS LES BASSINS VERSANTS DE LA RIVIÈRE PETITCODIAC ET MEMRAMCOOK
Petitcodiac and Memramcook River Watershed Bassin versant de la rivière Petitcodiac et Memramcook
Southern Uplands Ecoregion/Écorégion du plateau Sud
This ecoregion is comprised of two widely seperated areas. Metasedimentary and Calcareous sedimentary bedrock can be found in the ecoregion. Temperatures are warmer than the Northern Uplands Ecoregion, due to the generally southerly aspect, but precipit- ations levels are comparable.
Cette écorégion comprend deux grandes régions séparées. On y retrouve un fond de roche méta-sédimentaire et calcaire. Les températures sont plus chaudes que l'écorégion du plateau du Nord, dû à l'aspect général du sud, mais le niveau de précipitation est comparable Eastern Lowlands Ecoregion/Écorégion de la plaine Est
This ecoregion is a vast crescent of flat to gently rolling terrain. The bedrock is entirely of carboniferous, sedimentary rocks. It has the lowest precipitation levels in the Province. A history of forest fires is associated with the warm, dry summers, and is reflected in the abundance of fire-adapted species, particularly jack pine and black spruce.
Cette écorégion est un vaste segment de terre plat à ondulé. La roche-mère est entièrement composé de roche sédimentaire datant du carbonifère. Elle possède le plus bas niveau de précipitation de la province. Les feux de forêts sont associés aux été sec et chaud caractérisant la région, et se réflète dans l'abondance d'espèces résistantes au feu, particulièrement le pin gris et l'épinette noir.
Fundy Coastal Ecoregion/Écorégion littoral de Fundy
This ecoregion is a coastal strip of low hills and cliffs, including Campobello Island, Deer Island, and Grand Manan Island. The bedrock geology is extremely variable, both in age and composition. In contrast with the tipically continental climate of most of N-B, this ecoregion is characterised by a milder, maritime climate with a narrow range between summer and winter temperature, and with an average of 1500-1600 annual growing degree days. Precipitations levels are high.
Cette écorégion est une bande littorale parsemé de colline et de falaise, qui inclue Campobello Island, Deer Island et Grand Manan Island. La géologie de la roche-mère est extrêmement variable, tant au niveau de l'âge que de sa composition. En contraste avec le climat continentale typique de la plupart du N.-B, cette écorégion est caractérisé par un climat maritime doux, avec un mince intervalle entre les températures d'été et d'hiver, et avec une moyenne annuelle de 1500-1600 degrée de journée de croissance. Baie Contiental lowland Ecoregion/Écorégion de la plaine Continentale Shepody Bay This ecoregion is a broad, rolling territory surrounding the uppper Saint-John River Valley in the northwest and the Grand Lake Basin Ecoregion in southwestern N.-B. The bedrock geology is predominantly sedimentary. The climate is more typically continental, with warmer summer temperatures and colder winter temperatures. The ecoregion is distinct from the adjacent Highlands and Uplands Ecoregions, which also experience continental climates, because there is less precipitation.
Cette écorégion est un territoire large et ondulé entourant la partie du haut de la vallée de la rivière Saint-Jean dans le nord- ouest et bassin du Grand Lake dans le sud-ouest du N.-B. La géologie de la roche-mère est principalement sédimentaire. Le climat est typiquement continental, avec des températures chaudes pour l'été et des températures froides pour l'hiver. L'écorégion est distinct des écorégions adjacentes, soit les écorégions de hautes et de basses terres, eux qui possèdent également un climat continental, en raison des précipitations peu élevés.
Prepared by the PWMG, Pascal Levesque GIS Technician, February 2002 Eastern Lowlands Ecoregion Continental Lowlands Ecoregion Hydrography provided by Service New Brunswick Watersheds boundary provided by NB Aquatic Resources Data Warehouse Écorégion du la plaine Est Écorégion du la plaine Continentale Ecoregions provided by New Brunswick Department of Natural Resources 1: 600 000 and Energy Fundy Coastal Ecoregion Waterway Écorégion littoral de Fundy Cours d'eau Préparé par le GSBP, Pascal Levesque Technicien en SIG, Février 2002 50 10 Données hydrographiques fournies par Service Nouveau-Brunswick Limites des bassins fournies par NB Aquatic Resources Data Warehouse kilometres Southern Uplands Ecoregion Données des écorégions fournies par le Ministère des Ressources Your Environmental Trust Fund at Work! Naturelles et de l'Énergie du Nouveau-Brunswick Votre Fonds en Fiducie pour l'Environnement au Travail! Écorégion du plateau du Sud