the calgary airport authority parallel runway project ......aecom the calgary airport authority...

The Calgary Airport Authority

Parallel Runway Project Volume V – Item 5

Groundwater Baseline Report

Prepared by: AECOM 2540 Kensington Road NW 403 270 9200 tel Calgary, AB, Canada T2N 3S3 403 270 0399 fax www.aecom.com Project Number: 60114017 Date: June 2010

Environment

The Calgary Airport Authority

Parallel Runway Project Volume V – Item 5 Groundwater Baseline Report

AECOM

2540 Kensington Road NW 403 270 9200 tel

Calgary, AB, Canada T2N 3S3 403 270 0399 fax

www.aecom.com

April 26, 2010 Project Number: 60114017 Peter Rudolf Director Airfield Development Calgary Airport Authority 2000 Airport Road N.E. Calgary, AB T2E 6WS Dear Peter: Re: Baseline Study – Groundwater

Comprehensive Study Environmental Assessment Parallel Runway Project 16L-34R - Runway Development Program

This report presents the results of the baseline study for Groundwater conducted by AECOM Canada Ltd. for the Parallel Runway Project 16L-34R and connecting taxiways to be constructed at the Calgary International Airport in Alberta. The report is part of the Comprehensive Study – Environmental Assessment and forms part of Volume V of that study. If you have any questions concerning this report, please contact the undersigned at (403) 717-3498. Sincerely, AECOM Canada Ltd.

Barry Hawkins Project Manager

[email protected]

TJ: Encl. cc: File

AECOM The Calgary Airport Authority Volume V – Supporting Information to Volume IIIItem 5 – Groundwater Baseline Report

Acronyms

Abbreviation Full text

the Authority Calgary Airport Authority AO Aesthetic Objective AENV Alberta Environment Ag Silver Al Aluminum ALS ALS Laboratory Group As Arsenic B Boron Ba Barium Be Beryllium BTEX Benzene, Toluene, Ethylbenzene, and Xylene Ca Calcium CaCO3 Calcium Carbonate CAEAL Canadian Association for Environmental Analytical Laboratories Cd Cadmium CEAA Canadian Environmental Assessment Act CCME Canadian Council of Ministers of the Environment Cl Chloride Co Cobalt CO3 Carbonate Cr Chromium CS Comprehensive Study Cu Copper CVLs Combustible Vapour Levels EA Environmental Assessment EC Conductivity F Fluoride Fe Iron GDWQ Health Canada Guidelines for Canadian Drinking Water Quality HASP Health and Safety Plan HCO3 Bicarbonate Hg Mercury K Potassium LNAPL Light Non-Aqueous Phase Liquids LSA Local Study Area MAC Maximum Allowable Concentration MDL Method of detect limit Mg Magnesium Mn Manganese Mo Molybdenum N Nitrate and/or Nitrite expressed as nitrogen Na Sodium Ni Nickel NTU Number of total units OH Hydroxide Pb Lead PHC Petroleum Hydrocarbons PRP Parallel Runway Project PVC Polyvinyl Chloride QA/QC Quality Assurance/Quality Control RPD Relative Percent Difference RSA Regional Study Area


Abbreviation Full text

Se Selenium Sn Tin SO4 Sulphate Sr Strontium Ti Titanium TI Thallium USC Unified Soil Classification V Vanadium VCs Valued Components VOCs Volatile Organic Compounds YYC Calgary International Airport Zn Zinc

Symbol Unit of measure

cm Centimetres ft Feet l Litres l/min Litres per minute l/s Litres per second m Metres m asl Metres above sea level m/m Metres per metre m/s Metres per second m/yr Metres per year m2 Metres squared m2/yr Metres squared per year m3 Metres cubed m3/s Metres cubed per second m3/yr Metres cubed per year mg/kg Milligrams per kilogram mg/l Milligrams/litre min Minute mm Millimetres mm/yr Millimetres per year uS/cm Microsiemens per centimetre yr Year


Executive Summary This Groundwater Baseline Report forms part of a Comprehensive Study of the proposed Parallel Runway Project at the Calgary International Airport as part of an environmental assessment and approval process initiated by the Calgary Airport Authority (the Authority). Groundwater is an integral part of the environment and is valued by the public. Two valued components were identified for groundwater: groundwater quantity and groundwater quality. Groundwater provides potential linkages to surface water flow and quality. The baseline study focussed on groundwater quantity and quality in a project-specific Local Study Area and provides regional context by also reviewing available information within a larger Regional Study Area. The Local Study Area consists of the proposed footprint of the project and associated infrastructure. The Regional Study Area consists of the project area, upslope recharge areas and down slope areas, including the existing airfield and inferred groundwater discharge zones along Nose Creek. Groundwater quantity includes the amount of groundwater recharge in the Local Study Area that flows to deeper bedrock aquifers or to Nose Creek. A layer of low permeability clay glacial till covers the area and overlies low permeability claystone. Groundwater moves slowly to the southwest through both of these strata. Groundwater also moves slowly downward in the Local Study Area from the clay till to the claystone bedrock and deeper to the Paskapoo Formation (sandstone/shale bedrock). Groundwater wells completed in the Paskapoo formation are used as local water supply wells for residence, farms and commercial facilities to the north and east. However, there is a low potential that these water supply wells will be affected by the proposed project because groundwater flow direction is to the southwest, away from the area that relies on water supply wells. Potential adverse effects on groundwater quantity that will be assessed include potential reductions in the amount of groundwater infiltration (recharge) to deeper aquifers and associated reductions in groundwater discharge to surface streams. The main indicators for groundwater flow and infiltration (recharge) are groundwater elevations. Additional monitoring of groundwater elevations in select wells within the Local Study Area is recommended to better define seasonal groundwater elevation trends. Baseline groundwater quality sampling indicates that the natural groundwater within the clay till in the upper 4 m to 10 m is mineralized, predominantly by sodium and sulphate ions. Water quality in the claystone bedrock below the till is also mineralized, but the level of total dissolved solids generally decreases with depth. At one location, shallow groundwater had elevated nitrate nitrogen concentrations that exceeded the Canadian Drinking Water Criteria, probably due to localized agricultural activities or organic matter decay. Chloride concentrations were elevated above the Drinking Water Criteria in several monitoring wells screened in more permeable sand lenses within the clay till. These wells are located in close proximity to Barlow Trail and each other. The elevated chloride levels may be related to the use of de-icing salts on the road. Baseline groundwater quality testing found no evidence of contamination with petroleum or other manmade organic chemicals. Due to low permeability of the upper clay till soils, it seems unlikely that there would be any risk of movement of contaminated groundwater from potential up-gradient sources into the Local Study Area.


Table of Contents Acronyms Executive Summary

page 1. Introduction ..................................................................................................................... 1 1.1 Background ......................................................................................................................... 1 1.2 Regional and Local Study Areas ......................................................................................... 2 1.3 Objectives ........................................................................................................................... 2 1.4 Scope of Work ..................................................................................................................... 5 2. Methodology .................................................................................................................... 6 2.1 Regional Study Area ........................................................................................................... 6 2.2 Local Study Area ................................................................................................................. 6 2.2.1 Drilling and Soil Sampling ...................................................................................... 6 2.2.2 Monitoring Well Installation Methods ..................................................................... 8 2.2.3 Hydraulic Conductivity (Permeability) Testing Methods ........................................ 8 2.2.4 Groundwater Sampling Methods ........................................................................... 8 2.2.5 Health and Safety .................................................................................................. 9 3. Results ............................................................................................................................. 9 3.1 Regional Study Area Baseline Conditions .......................................................................... 9 3.1.1 Topography and Drainage ..................................................................................... 9 3.1.2 Geology and Hydrostratigraphic Units ................................................................. 10 3.1.3 Regional Groundwater Flow ................................................................................ 10 3.1.4 Groundwater Use ................................................................................................. 10 3.2 Local Study Area Baseline Conditions .............................................................................. 11 3.2.1 Geology and Hydrostratigraphic Units ................................................................. 11 3.2.1.1 Topsoil ..................................................................................................... 15 3.2.1.2 Clay/Clay Till ........................................................................................... 15 3.2.1.3 Silt/Silt Till ................................................................................................ 15 3.2.1.4 Sand/Sand Till ......................................................................................... 15 3.2.1.5 Bedrock ................................................................................................... 16 3.2.2 Hydraulic Conductivity (Permeability) .................................................................. 16 3.2.2.1 Sand ........................................................................................................ 16 3.2.2.2 Clay Till ................................................................................................... 17 3.2.2.3 Bedrock ................................................................................................... 17 3.2.3 Groundwater Levels ............................................................................................. 17 3.2.4 Lateral Groundwater Flow .................................................................................... 18 3.2.4.1 Lateral Groundwater Flow Directions ..................................................... 18 3.2.4.2 Lateral Groundwater Flow Volumes ....................................................... 18 3.2.4.3 Lateral Groundwater Flow Velocities ...................................................... 24 3.2.5 Vertical Groundwater Flow (Recharge and Discharge) ....................................... 24 3.2.6 Soil Quality ........................................................................................................... 26 3.2.7 Groundwater Quality ............................................................................................ 27 3.2.7.1 Quality Assurance and Quality Control ................................................... 27 3.2.7.2 Inorganic Parameters .............................................................................. 28 3.2.7.3 Organic Parameters ................................................................................ 35


4. Summary and Considerations ..................................................................................... 42 4.1 Summary of Baseline Groundwater Flow (Quantity) ........................................................ 42 4.2 Summary of Baseline Groundwater Quality ...................................................................... 42 5. References ..................................................................................................................... 43 Statement of Qualifications and Limitations Figures

Figure 1 Groundwater Local Study Area ........................................................................................... 3 Figure 2 Groundwater Regional Study Area ..................................................................................... 4 Figure 3 Monitoring Well Location Plan ............................................................................................ 7 Figure 4 Groundwater Cross Section A-A’ ...................................................................................... 12 Figure 5 Groundwater Cross Section B-B’ (sheet 1 of 2) ................................................................ 13 Figure 6 Groundwater Cross Section B-B’ (sheet 2 of 2) ................................................................ 14 Figure 7 Groundwater Elevations and Precipitation vs. Time ......................................................... 19 Figure 8 August 2009 - Shallow Groundwater Contour .................................................................. 20 Figure 9 August 2009 - Deep Groundwater Contour ...................................................................... 21 Figure 10 October 2009 - Shallow Groundwater Contour ................................................................. 22 Figure 11 October 2009 - Deep Groundwater Contour ..................................................................... 23 Figure 12 Trilinear Plot of Groundwater Cation and Anion Concentrations ...................................... 33 Figure 13 Schoeller Plot of Groundwater Cation and Anion Concentrations .................................... 34 List of Tables

Table 1 Hydraulic Conductivity (Permeability) Results .................................................................. 16 Table 2 Depth to Groundwater Summary ...................................................................................... 17 Table 3 Soil Quality ........................................................................................................................ 26 Table 4a Analytical Laboratory Results for Groundwater Samples ................................................. 29 Table 4b Analytical Laboratory Results for Groundwater Samples ................................................. 30 Table 4c Analytical Laboratory Results for Groundwater Samples ................................................. 31 Table 5a Organic Parameters Analysis ........................................................................................... 36 Table 5b Organic Parameters Analysis ........................................................................................... 38 Table 5c Organic Parameters Analysis ........................................................................................... 40


Appendices Appendix A Borehole and Monitoring Well Data Appendix A1 Borehole Logs for Groundwater Monitoring Wells Appendix A2 Soil Grain Size Analyses Appendix A3 Monitoring Well Coordinates and Construction Details Appendix A4 Groundwater Elevations Appendix B Alberta Environment Water Well Data Appendix B1 RSA Water Well DVD Information and Statistics Appendix B2 LSA Water Well AENV Reconnaissance Web Report Appendix C Soil Quality Laboratory Analysis Certificates Appendix D Groundwater Quality Laboratory Analysis Certificates


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1. Introduction 1.1 Background This Baseline Report forms part of a Comprehensive Study (CS) of the proposed Parallel Runway Project (PRP) at the Calgary International Airport (YYC). The CS is being prepared as part of an environmental assessment (EA) and approval process initiated by the Calgary Airport Authority (the Authority). The process shadows the EA process under the Canadian Environmental Assessment Act (CEAA). The PRP consists of the following components: • A 4,267 m x 60 m runway (14,000 ft x 200 ft) • Associated taxiways • A perimeter road with security fencing • Grading of workspace to the east of the proposed runway • Visual navigation aids • Electronic navigation aids • A maintenance facility • A field electric centre • Changes to airside/groundside roads necessitated by construction of the runway • Closure of Barlow Trail between 48 Avenue and Airport Trail • A taxiway underpass (designated Taxiway J Underpass) servicing the airport’s cargo area for airport

service vehicles to pass under one of the taxiways • Utility services to the runway including some changes to the airfield storm drainage system • A taxiway underpass (designated Taxiway F Underpass) Further details regarding the process and project can be found in Volume II, Chapter 5 of this CS. This report provides a description of the groundwater baseline conditions in the existing environment associated with the Authority’s PRP. A series of baseline studies have been undertaken to describe the biophysical, socio-economic and historical resource baseline conditions. In total, 13 baseline studies have been undertaken: • Soils and Terrain • Vegetation • Surface Water and Aquatics Resources • Wildlife and Wildlife Habitat • Groundwater • Transportation • Land Use • Noise • Climate and Greenhouse Gases • Air Quality • Cultural Resources • Socio-economics • Human Health


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During the CS, the results of each of the baseline studies were documented in stand-alone technical reports such as this one. In each case, a draft was prepared and circulated for public, stakeholder and government agency comment. The final baseline conditions will be summarized in each individual assessment chapter (Volume III), with each of the stand-alone technical reports becoming an appendix to the CS.

1.2 Regional and Local Study Areas The Local Study Area (LSA) includes the PRP area and immediately adjacent areas (Figure 1). The LSA includes all areas where the PRP could have a direct impact on groundwater quantity (flow) and quality. The LSA topography is characterized by near-level to gently sloping terrain on slopes typically less than 5%, with an overall slope from north to south. Larger sloping areas are characterized by drainage pathways to various small wetlands that contain standing water during some parts of the year. The Regional Study Area (RSA) was established to include the project area, upslope recharge areas and down slope areas, including inferred groundwater discharge zones along Nose Creek (Figure 2). The RSA includes all areas where the PRP could potentially impact groundwater quantity (flow) or groundwater quality, including the project area and down-gradient receiving waters. The RSA provides context for the cumulative effects assessment of groundwater. The overall RSA topography can be characterized as flat to undulating with a general sloping towards the southwest in the direction of Nose Creek.

1.3 Objectives Two valued components (VCs) were identified for groundwater: groundwater quantity and groundwater quality. Groundwater provides potential linkages to surface water flow and quality. The objective of the groundwater baseline report is to assess and document groundwater flow, groundwater quality, groundwater use and function, within the LSA and RSA during the baseline period (2009). The baseline groundwater program involved review of existing information for the RSA and field investigations within the LSA. The collected information was then used to develop a conceptual model of the local hydrogeology. Existing groundwater flow, groundwater use (water supply wells), background groundwater quality, and potential contaminant sources within the project area were documented. The baseline report establishes baseline conditions for assessing the potential effects on groundwater from the PRP.

Figure - 1Groundwater Local Study Area

Parallel Runway ProjectRunway Development ProgramThe Calgary Airport Authority

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:A

Figure - 2Groundwater Regional Study Area


ISS

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1.4 Scope of Work The scope of work for the baseline groundwater report included completion of the following tasks: Task 1 Inventory of Existing Monitoring Well and Water Well Status An inventory of existing monitoring wells was conducted and water well location information was obtained from the Alberta Environment (AENV) well database. Individual inspections of water wells on the proposed runway lands were not possible due to current resident access restrictions. The geotechnical report for the project provided detailed additional information on the geological stratigraphy of the LSA. Decommissioned gas well locations on YYC property were obtained from the Authority staff. Task 2 Regional Study Area Water Well Inventory Water well locations were plotted on maps of the area of interest using the AENV online Groundwater Information System. Water well data for the RSA were obtained from an AENV DVD and a statistical analysis of the data was conducted. Areas within the RSA serviced with piped municipal water were identified. A search was made for published geological and hydrogeological data for the RSA. Task 3 Installation of Additional Groundwater Monitors Twenty-five monitoring wells were installed including 14 shallow wells (4 to 10 m) and 10 deep wells (8 to 15 m). Well locations and geodetic elevations were surveyed. Borehole logs and a summary of monitor construction details were prepared. Grain size analyses were conducted on 20 samples. Task 4 Hydraulic Conductivity and Water Level Measurements All wells were developed (three well bore volumes) and hydraulic conductivity (permeability) testing was conducted on select wells. Transducers and data loggers were installed at three well locations for daily water level measurements for one year. Water levels were measured manually in all wells in June, August and October 2009 to assess seasonal variations. Task 5 Groundwater Recharge/Discharge Relationships and Seasonal Variations Literature on the long term water budget and groundwater recharge in the Calgary area was reviewed. Vertical hydraulic gradients were calculated from groundwater elevations measured at different depths at the same location. The amount of groundwater recharge in the LSA was estimated. Task 6 Water Quality Sampling All wells were purged prior to sampling (three well bore volumes). Samples were collected for: general water quality and metals (21 wells); petroleum hydrocarbons (benzene, toluene, ethylbenzene, and xylenes (BTEX)), F1 and F2) (21 wells); volatile organic compounds (VOCs) (nine wells); glycol (15 wells); and herbicides (three wells). Some wells were sampled on more than one date to assess seasonal variations.


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2. Methodology 2.1 Regional Study Area The methodology for the RSA included a review and analysis of existing background documents. As part of YYC’s Parallel Runway Project (PRP), published reports, existing data sources and government databases were reviewed for site-specific information required in support of the groundwater baseline section of this report. The Authority provided several reports containing the most up-to-date information associated with development of the site. Several reconnaissance visits to the RSA were undertaken. The November 2009 visit included a tour of the airside areas of YYC (including the existing glycol management system), led by environmental staff at the Authority. All other field work and investigations were restricted to the LSA and are described below.

2.2 Local Study Area 2.2.1 Drilling and Soil Sampling

In June 2009, boreholes were drilled at 15 selected locations surrounding the new runway footprint. A total of 25 groundwater monitoring wells were installed at these locations (i.e., 10 locations had two wells installed; one shallow and the other deeper). The depth of drilling ranged from 3.7 m to 16 m below ground surface. The borehole/monitoring well locations are shown on Figure 3 along with previously drilled geotechnical borehole locations that provided additional information on the stratigraphy within the LSA (UMA/AECOM 2007). Prior to drilling, the underground utilities on the property were located and marked using the Alberta 1 Call system and private locators. The boreholes were drilled using truck mounted drill rigs equipped with solid stem augers operated by All Service Drilling Ltd. of Calgary, Alberta. All boreholes were completed as monitoring wells. Borehole locations were selected to provide information on the hydrogeology of the LSA. Representative soil samples were recovered from the auger flights in the deepest 15 boreholes drilled using the solid stem rig. The samples were collected at 0.75 m intervals and were visually logged using the Unified Soil Classification system (USC). Borehole logs are included in Appendix A1. Sampling equipment was decontaminated using standard procedures. During borehole drilling, clean auger flights were used for each hole. Each soil sample recovered was split with one half placed in an airtight plastic bag with a headspace, and the second half placed in a laboratory supplied glass jar with no headspace and stored in an ice filled cooler. After warming the soil samples, combustible vapour levels (CVLs) were recorded for each bagged sample using a Gastech Model 1238 ME calibrated with two hexane standards and operated in methane elimination mode. Soil vapour readings are provided on the borehole logs in Appendix A1. Selected samples were transported to the AECOM Soils Laboratory in Calgary, Alberta, for grain size analysis. Sieve and hydrometer analyses were completed on 20 soil samples collected from the drilling program. The soil grain size analyses laboratory reports are attached in Appendix A2. Two selected soil samples were transported to Maxxam Laboratories (Maxxam) in Calgary, Alberta, for analysis of petroleum hydrocarbons (PHC F1 to F4), BTEX and VOCs.

Figure - 3

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Monitoring W

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Runw

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uthority

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2.2.2 Monitoring Well Installation Methods

Groundwater monitoring wells were installed in all of the boreholes using 50 mm diameter schedule 40 polyvinyl chloride (PVC) casings. The solid pipe and horizontally machine-slotted screens (0.010 inches slotting) were factory cleaned and delivered to the site in plastic bags. All monitoring wells were constructed without the use of solvent welded joints; only threaded or other mechanical pipe connectors were used. The bottom of each well was fitted with a slip cap. The annular space between the PVC screen and the borehole wall was backfilled with washed silica sand. At 10 of the borehole locations, a shallow and a deep well were installed in separate boreholes drilled within 1 m of each other to provide information on the vertical component of groundwater flow. All wells were surveyed for location and geodetic elevation on 11 November, 2009. Groundwater monitoring construction details and coordinates are provided in Appendix A3.

2.2.3 Hydraulic Conductivity (Permeability) Testing Methods

Slug withdrawal tests were performed on a total of 12 wells in October 2009 to determine the hydraulic conductivity of the geological strata in the LSA. Wells were selected to capture the varying lithologies across the site. The test procedure consisted of measuring the static water level, calculating the standing water column, and removing a known volume of water. Water level measurements were taken at regular intervals and recorded until the levels had recovered to near the initial static water level. The data obtained in the field were analyzed using Waterloo Hydrogeologic’s AquiferTest software. The hydraulic conductivities were determined using both the Bouwer and Rice (1976) and the Hvorslev (1951) methods. The software requires input of both the screen length and the saturated thickness of the geological unit for the analysis being conducted.

2.2.4 Groundwater Sampling Methods

Groundwater sampling and sample preservation was conducted as specified by the Standard Methods for the Examination of Water and Waste Water 20th Edition (APHA 1998). The existing groundwater monitoring network at the site is comprised of 25 monitoring wells located within the YYC’s new runway footprint (Figure 3). Well monitoring and groundwater sampling of all wells that yielded sufficient water was completed on 17-18 August, 2009 and 5-6 October, 2009. Each standpipe was monitored for vapour and fluid levels prior to sampling (Appendices A1 and A4). The headspace vapour concentrations in each well were measured using a GasTech 1238 ME vapour analyzer calibrated to hexane with methane elimination activated. Groundwater monitoring wells were gauged for depth to light non-aqueous phase liquids (LNAPL) if present, the depth to the groundwater surface, and the total depth of each well utilizing a Solnist Interface Probe. Wells were developed on 24 June, 2009 using dedicated Waterra sampling pumps, tubing and a Waterra Power Pack Pump. Due to the low groundwater yield, many of the wells were pumped dry. If the groundwater recovered at a sufficient rate during development, then ten wellbore volumes were removed. Three additional wells were installed on 25 June, 2009 and were developed on 17 August, 2009. All wells were purged with dedicated equipment prior to both the August and October sampling programs. The monitoring wells were purged of groundwater by purging approximately three well volumes or until the well was dry. The well was sampled after water levels had recharged to approximately 80% of static conditions (generally within 24 hours).


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Groundwater was tested for field parameters including temperature, pH and electrical conductivity during purging and was recorded in the field notes. Nitrile gloves were changed prior to each groundwater sample collection. Sampling equipment was decontaminated using standard procedures. Groundwater monitoring and sampling devices were decontaminated using a combination of soap (Alconox TM Liquid Detergent) and a distilled water solution, and rinsed using distilled water. Groundwater samples were then placed in laboratory prepared bottles. All groundwater samples were clearly labelled and stored in an ice-filled cooler. The samples and a completed chain-of-custody form were subsequently transported to ALS Laboratory Group (ALS) for analysis of the selected parameter packages including one or more of the following: • routine potability • dissolved metals • BTEX, PHC F1 and F2 • VOCs • glycol • herbicides ALS is an accredited laboratory by the Canadian Association for Environmental Analytical Laboratories (CAEAL).

2.2.5 Health and Safety

A site-specific Health and Safety Plan (HASP) was prepared as part of the 2009 groundwater program. The HASP established personnel protection standards and mandatory safety practices and procedures for use during the field work. The HASP also included, but was not limited to, the following: • Information on suspected chemical compounds to be encountered • List of monitoring equipment • List of required protective clothing and equipment • Map and directions to the nearest hospital • List of emergency telephone numbers A copy of the HASP was provided to all AECOM field personnel for their review and signature prior to the commencement of field activities. A health and safety tailgate meeting was held at the beginning of each workday to discuss issues of concern identified in the HASP and issues of concern identified during the meeting.

3. Results 3.1 Regional Study Area Baseline Conditions 3.1.1 Topography and Drainage

YYC lies in a highly modified landscape significantly altered by surrounding land use development; the RSA is dominated by agricultural (cultivated, fallow and pasture) lands under private lease, with extensive areas of existing anthropogenic disturbance (existing rural residences, municipal development, industrial expansion), and infrastructure (access roads, railway, trails, pipelines, power lines, etc.) occurring throughout. The overall RSA topography can be characterized as flat to undulating with a general sloping towards the southwest in the direction of Nose Creek.


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The LSA topography is characterized by near-level to gently sloping terrain on slopes typically less than 5%, with an overall slope from north to south. Larger sloping areas are characterized by drainage pathways to various small wetlands that contain standing water during some parts of the year. Currently, precipitation that accumulates on-site is evaporated or absorbed into the ground. Any runoff that occurs within the LSA is directed into the City of Calgary stormwater system, terminating in Nose Creek via stormwater outfalls.

3.1.2 Geology and Hydrostratigraphic Units

The surficial geology for the YYC area is described by Moran (1986) as glacial till (Crossfield Drift) overlying bedrock (Porcupine Hills Formation). The thickness of the till ranges from 4 to 6 m in general, but may exceed 6 m at some locations. The bedrock may be comprised of sandstone, siltstone, and/or claystone. Some areas may consist of poorly sorted silt, sand, clay, and organic sediments. This material is the result of sediments deposited in ponds and tends to be flat to gently undulating. More recently deposited silt and sand fluvial deposits are present along the Nose Creek valley at the west side of the RSA. There may also be pockets of gravel and minor sand on the east side of the proposed parallel runway. This material is poorly sorted and contains inclusions of unsorted material. The material is the result of fluvial-channel sediments deposited on, within, or beneath glacial ice and may be a potential source of gravel fill. There are two main aquifers in the Calgary vicinity: the sandstone and alternating sand and shale layers within the Paskapoo Formation, and the surficial sand and gravels that follow the Bow and Elbow Rivers. The quantity of groundwater in these units varies based on local topography, recharge zones and silt content (Ozoray and Barnes 1977).

3.1.3 Regional Groundwater Flow

Groundwater flows from high pressure (i.e., high groundwater elevations) to low pressure (i.e., lower groundwater elevations). The regional water table is a subtle reflection of the surface topography. The general direction of groundwater flow in the RSA is to the southwest towards Nose Creek. Field data from the LSA which supports this interpretation is provided in Section 3.2 of this report.

3.1.4 Groundwater Use

The AENV Groundwater Information website was reviewed for locations of water supply wells within the RSA and LSA. Figure 3 shows water well locations in the RSA based on AENV information. The density of wells is highest in the rural areas to the north and east of YYC that are not serviced with municipal water. Not all wells are included in the AENV database and it is reasonable to assume that any residence, farm or business in the unserviced area has a water supply well. The airport and developed areas to the west, south and east are serviced with piped municipal water; however, historical well locations are also shown in these areas. It is likely that most of the wells in the municipally serviced area are no longer in use; however, a few well owners may continue to use their wells even though municipal water is available. Appendix B1 provides water well information for wells in the RSA. The data is from the AENV water well database DVD. Some general statistics on the water well information are provided at the bottom of the table and are summarized as follows:


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• There are 315 well records for the RSA, although not all well records contain complete data sets. • Fifty percent of the wells are between 26.6 and 59.4 m deep. The mean and median well depths are

42.8 m and 39.6 m below ground. • Fifty percent of the wells have static water levels between 6.1 and 13.7 m below ground. The mean

and median static groundwater levels in the wells are 12.6 and 9.1 m below ground. • Fifty percent of the wells have well yields of 11.4 to 56.8 l/min. The mean and median well yields were

34 and 22.7 l/min. Appendix B2 provides water well information from the AENV website for the townships and ranges that are included in the LSA (i.e., a subset of the data in Appendix B1). Based on the available water well data, the following observations are drawn: • Groundwater wells are a very important water source for the rural areas to the east and north of YYC. • The main aquifer is the Paskapoo sandstone/shale bedrock, typically utilized by wells between 20 m

and 60 m deep. • Static groundwater levels in the bedrock aquifer are typically between 6 and 14 m below surface. • Well yields are typically between 10 l/min and 60 l/min. These are relatively low yields, but are

adequate for typical residential and farm use. • Because the groundwater flow direction is to the west and southwest within the RSA, the rural areas

that rely on water wells are all up-gradient (north and east) of the runway project and, therefore, are unlikely to be affected by the project.

3.2 Local Study Area Baseline Conditions 3.2.1 Geology and Hydrostratigraphic Units

Figure 4 is a cross section A-A’ from northeast to southwest (see Figure 3 for section alignment) in the direction of groundwater flow. This section shows that the thickness of clay till and the depth to bedrock increase to the southwest and the ground surface and the water table decline to the southwest. Figures 5 and 6 show a north-south cross section B-B’ which shows similar overall trends to Section A-A’. The main anomalous area along Section B-B’ is around monitoring well MW09217 where a thick layer of fine sand replaces most of the clay till. The ground surface has been raised with fill in this area and there is a localized mound in the water table. Nearby wells MW09-363 and MW09-226 also have a sand layer although it is much thinner. Well MW09-E370 was drilled (see borehole logs – not on section) just west of MW09-217 to determine the extent of the sand layer. The borehole log for Well MW09-E370 indicates that only clay till and silt till was observed at this location, suggesting that the fine sand layer is a local occurrence.

Figure - 4

AISS/REV:

Groundw

ater Cross Section A

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Parallel Runw

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The Calgary A

irport Authority

(Reference Figure - 3)

Figure - 5

ISS/REV: A

Groundw

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Parallel Runw

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unway D

evelopment Program

The Calgary A

irport Authority


Figure - 6

AISS/REV:

Groundw

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-B'

Parallel Runw

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unway D

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The Calgary A

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With the exception of Well MW09-217, the subsurface stratigraphy at the site was fairly consistent with a layer of organics/topsoil, overlying low to medium plastic clay soils (clay/clay till) overlying bedrock. Layers of clayey silt/silt till and sand/sand till were encountered at variable depths in some boreholes. Fill was also encountered near surface in some boreholes. The bedrock was generally comprised of claystone and siltstone although sandstone was encountered in some boreholes. The upper part of the bedrock was highly weathered and “till like” when augured. It was difficult to differentiate with certainty the overburden and weathered bedrock contact. In order to determine the nature of the soils on-site, AECOM submitted 20 soil samples to the AECOM soils laboratory to complete grain size analysis. Results can be found in Appendix A2. Approximately 70% of the sample results showed the soils on site are fine grained silts and clays, and the remainder represent a sand layer. Several samples from borehole 09-217 were submitted to classify the sand layer of that area. The sand content ranged from 62% to 78%, with fines ranging from 22% to 38%, with no gravels. This sand can be classified using the USC as silty/clayey sand (SM/SC). The remainder of the soils site can be classified as fine grained. The fines ranged from 61% to 97%, with a sand content ranging from 3% to 37%, and gravels ranged from 0% to 26%. These fines can generally be classified as clay or silt, with some sand to sandy (ML/CL). Each geological unit is described below.

3.2.1.1 Topsoil

Topsoil was encountered in the majority of the boreholes at the surface and was generally silty, dark brown to black in colour and contained rootlets. In some boreholes, a layer of fill mixed with organics was encountered at the surface. The fill mixed with organics was logged as organics.

3.2.1.2 Clay/Clay Till

Low to medium plastic clay till was the major soil unit encountered in the majority of the boreholes below the topsoil or clay. The clay till was silty with some sand to sandy and trace to some gravel. The clay till was generally stiff to very stiff although soft to firm clay till was encountered below topsoil in some boreholes and hard to very hard clay till was encountered above the bedrock. Generally, the soil density increased with depth.

3.2.1.3 Silt/Silt Till

A layer of clayey and sandy silt was encountered in several boreholes at variable depths (i.e., below topsoil, below or between clay till, above bedrock, etc.). Silt till layers were encountered at variable depths and were sandy with trace to some clay and trace gravel.

3.2.1.4 Sand/Sand Till

Sand was encountered in several boreholes at variable depths (i.e., below topsoil, above bedrock, between clay and clay till, within clay till, etc.) and was generally silty or clayey. The sand was found to be compact to very dense. Sand till was encountered in several boreholes at variable depths. The thickness of sand till varied from 1 m to 3 m with an average of 1.6 m. The sand till was generally compact to dense. Occasionally loose sand layers were encountered.


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3.2.1.5 Bedrock

Bedrock was encountered in all boreholes drilled in the northern half of the site, and was not encountered in the boreholes in the southern half of the site. The depth to bedrock in the southern half of the site is deeper and varies from 5 m to greater than 10 m below the current grade. The bedrock is predominantly weak claystone with occasional layers of stronger siltstone and sandstone. The top 0.5 m to 4 m of the claystone/siltstone bedrock was weathered, which generally decreased with depth. The upper highly weathered bedrock was mixed with the overburden; therefore, it was difficult to determine the contact of the overburden and highly weathered bedrock.

3.2.2 Hydraulic Conductivity (Permeability)

Slug withdrawal tests were conducted on selected monitoring wells to assess the hydraulic conductivity (permeability) of the various geological materials. Table 1 provides the hydraulic conductivity values calculated from the slug test data using two different analytical methods (Bouwer and Rice 1976; Hvorslev 1951). The borehole log description of the geology adjacent to the screen is also provided.

Table 1 Hydraulic Conductivity (Permeability) Results

Well Screen Length and Depth Geology Bouwer and

Rice (m/s) Hvorslev

(m/s) MW09-217A 3.0 m 9.8 m Silty, sand, trace gravel 3.2 x 10-6 5.6 x 10-6 MW09-217B 1.5 m 14.9 m Clay, some sand, trace gravel 1.3 x 10-6 2.3 x 10-6 MW09-363 1.5 m 10.7 m Sand, trace silt and clay 2.2 x 10-8 7.2 x 10-7 MW09-359 3.0 m 9.8 m Clay till, silty 6.8 x 10-7 1.1 x 10-6 MW09-357B 3.0 m 12.8 m Clay till, trace sand 5.3 x 10-8 9.6 x 10-8 MW09-169B 1.5 m 6.1 m Clay till, sandy 4.4 x 10-7 7.8 x 10-7 MW09-232A 1.5 m 3.7 m Clay till, trace sand 7.2 x 10-7 7.9 x 10-8 MW09-295B 1.5 m 7.6 m Clay till, silty 1.8 x 10-8 3.0 x10-8 MW09-316B 1.5 m 7.6 m Clay till 2.3 x 10-7 2.9 x 10-7 MW09-20B 1.5 m 7.6 m Sandstone bedrock 2.4 x 10-8 1.1 x 10-7 MW09-88B 1.5 m 7.6 m Claystone bedrock 1.2 x 10-7 2.2 x 10-7

3.2.2.1 Sand

Light grey, silty/clayey, fine-grained sand was encountered in MW09-217 from 3.0 m to 10.0 m deep. The calculated lateral hydraulic conductivity for the sand at MW09-217 ranged from 1.0 to 5.0 x 10-6 m/s and indicates that this is the most permeable strata encountered in the LSA. About 100 m further north at MW09-363, the sand layer is thinner and deeper, and the hydraulic conductivity is less than one third of the values measured at BH217. The typical range of lateral hydraulic conductivity for fine-grained sand is 1.0 x 10-4 m/s to 1.0 x 10-7 m/s (Domenico and Schwartz 1990), therefore, the lateral hydraulic conductivity tested for the site is considered appropriate for this type of geological material. To confirm the hydraulic conductivity of the sands on-site, the saturated hydraulic conductivity was estimated using Hazen’s approximation (Freeze and Cherry 1979). The calculated saturated hydraulic conductivity values derived using the Hazen method were all less than 1.0 x 10-7 m/s for the silty sand unit present in MW09-217A. This fine sand layer contains high silt content and these results generally confirm the relatively low hydraulic conductivity of this sand unit, although it is higher than the clay till.


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3.2.2.2 Clay Till

The major type of soil on-site is clay till. The calculated lateral hydraulic conductivity of the clay till unit ranged from 1.1 x 10-6 m/s to 1.8 x 10-8 m/s. The geometric mean for the deep clay unit is 2.0 x 10-7 m/s. Considering documented lateral hydraulic conductivity ranges for till (1.0 x 10-6 m/s to 1.0 x 10-12 m/s) suggested by Domenico and Schwartz (1990), the lateral hydraulic conductivity tested for the site is appropriate for this type of geological material. Generally the hydraulic conductivity of prairie clay tills decreases by several orders of magnitude between surface and depths of more than 4 m.

3.2.2.3 Bedrock

Two types of bedrock were encountered while installing the monitoring wells: claystone and sandstone; however, the majority of the site appears to be underlain by claystone. Sandstone was identified in BH20 at a depth of 2.3 m. The hydraulic conductivity of the sandstone and the claystone was very similar. The calculated hydraulic conductivity (Bouwer and Rice method) for the sandstone unit is 2.4 x10-8 m/s (MW09-20B) and is within the range of hydraulic conductivity for sandstone (1.0 x 10-6 m/s to 1.0 x 10-10

m/s) suggested by Domenico and Schwartz (1990). The calculated hydraulic conductivity (Bouwer and Rice method) for the claystone unit is 1.2 x10-7 m/s (MW09-88B). The typical hydraulic conductivity range for shale is 1.0 x 10-9 m/s to 1.0 x 10-13 m/s (Domenico and Schwartz 1990); therefore, the hydraulic conductivity of the claystone is higher than expected for this type of geological material. The upper claystone is weathered and fractured. Fracturing acts as secondary porosity affecting groundwater flow and may be contributing to the higher than expected hydraulic conductivity for the claystone unit.

3.2.3 Groundwater Levels

To determine groundwater flow directions, the depth to the groundwater surface was measured in monitoring wells, and the groundwater elevation was then calculated. Groundwater level measurements were measured on three occasions (24 June, 17 August, and 5 October, 2009) to assess seasonal variability. The depth to water and calculated groundwater elevation data are included in Appendix A4. The average depth to groundwater and calculated groundwater elevations by major units are summarized as follows:

Table 2 Depth to Groundwater Summary

Major Geologic Unit Range of Depth to Groundwater (m)

Average Depth to Groundwater (m)

Clay Till 1.1 to 7.2 3.9 Sandstone 6.2 to 6.5 6.3 Claystone 1.3 to 6.8 4.2

The depths to groundwater are variable within the low permeability clay till unit and the claystone unit depending on location and season. Depth to water was measured in four monitoring wells screened in the claystone unit (MW09-88B, MW09-91A, MW09-91B, and MW09-181). Depth to water was only measured in one monitoring well screened in the sandstone unit (MW09-20B) so there is less variation in the range of water levels for these strata.


18

Three leveloggers (water level transducers and data loggers) were installed on 18 August, 2009 in selected monitoring wells located in the north (MW09-88B), central (MW09-217A) and south (MW09-316B) parts of the LSA to record groundwater level variations over time. Readings were taken every three hours. The data was downloaded on three occasions: 25 August, 2009, 5 October, 2009 and 12 January, 2010. A plot of the groundwater elevation data and daily precipitation versus time is provided as Figure 7, which shows the groundwater elevations from August 2009 to January 2010, as well as available recorded total precipitation at YYC. Figure 7 illustrates that the groundwater elevations slowly decreased from August 2009 to January 2010. Based on the available precipitation data, the water table does not respond rapidly to precipitation events, presumably because the low permeability clay till dampens any response related to short term precipitation events. This is especially true during the late summer and early fall when there is a moisture deficit in the upper soil. The data also show the effects of the removal of the transducers from the wells on 5-6 October, 2009 to permit well purging and sampling. The groundwater levels in these two wells recovered to static levels by 7 October, 2009.

3.2.4 Lateral Groundwater Flow

3.2.4.1 Lateral Groundwater Flow Directions

Figures 8 and 9 illustrate the water table elevation and inferred lateral direction of groundwater flow in the shallow till deposits of the LSA for the 25 August and 5 October, 2009 monitoring events. Both figures illustrate an inferred direction of shallow groundwater flow from the northeast to the southwest, towards the existing airport facilities and Nose Creek. The water table mounding in the sand layer at well MW09-217 causes the contours to bend near this location. Figures 10 and 11 illustrate the water elevation and inferred direction of groundwater flow in the bedrock and deeper till deposits of the LSA for 25 August and 5 October monitoring events. Both of these figures also show an inferred direction of deeper groundwater flow from the LSA to the southwest towards the existing airport facilities and Nose Creek.

3.2.4.2 Lateral Groundwater Flow Volumes

The annual quantity (flux) of lateral groundwater flow in the till and upper bedrock from the LSA to discharge locations along Nose Creek can be estimated using the Darcy Equation:

Q = KiA Where

Q = flux (m3/m2/yr or m/yr) K = the hydraulic conductivity (m/yr) i = lateral hydraulic (m/m) A = the cross sectional area of the saturated geologic strata perpendicular to the flow

direction (m2) The LSA cross sectional length perpendicular to the flow direction is about 7,000 m. For this calculation, it is assumed that most of the lateral flow occurs within the upper saturated thickness of till and bedrock from the water table to a depth of 10 m below the water table. Therefore, the cross sectional flow area (A) is 70,000 m2. The average hydraulic conductivity of the clay till and the upper claystone bedrock are both about 2 x 10-7

m/s.

0 5 10 15 20 25 30 35 40 45 50

1074

1076

1078

1080

1082

1084

1086

1088

1090

Total Precipitation (mm)

Elevation (m ASL)

MW

09-88B

MW

09-217A

MW

09-316B

Total Precipitation

Figure - 7

ISS/REV: A

Groundw

ater Elevations &Parallel R

unway Project

Runw

ay Developm

ent ProgramThe C

algary Airport A

uthority

Precipitation vs Time

Groundw

ater Elevations & Precipitation vs Tim

e

Figure - 8

ISS

/REV

:A August 2009 - Shallow


Groundwater Contour

Figure - 9

AIS

S/R

EV: August 2009 - Deep


Groundwater Contour

Figure - 10

AIS

S/R

EV: October 2009 - Shallow


Groundwater Contour

Figure - 11

AIS

S/R

EV: October 2009 - Deep


Groundwater Contour


24

The hydraulic gradient (i) ranged between 0.0042 and 0.0047 m/m with an average value of 0.0044 m/m based on the groundwater flow contours shown on Figures 8, 9, 10, and 11. There was little variation between dates or between the shallow and deep wells. Based on these values, the lateral flux of groundwater leaving the LSA to the southwest is calculated to be 1,943 m3/yr, which is equivalent to 0.00006 m3/s or 0.06 l/s.

3.2.4.3 Lateral Groundwater Flow Velocities

The average linear groundwater flow velocities can be calculated using the following equation:

v = {K i}/n Where

“v” = lateral groundwater flow velocity (m/s) “K” = hydraulic conductivity of the water-bearing unit (m/s) “i” = lateral hydraulic gradient (m/m) “n” = effective porosity (dimensionless)

This equation has been used to determine average lateral groundwater velocities for the clay till and claystone bedrock which both have an average (geometric mean) hydraulic conductivity of about 2 x 10-7 m/s. The average lateral hydraulic gradient across the LSA is 0.0044 m/m as described above. An effective porosity (n) of 25% has been assumed for the clay till. Based on these values, the average linear lateral groundwater flow velocity in the clay till is 0.1 m/yr. Effective porosity (n) in sedimentary rocks can range from 0 to 10% for claystone (shale) and from 5% to 30% for sandstone (Freeze and Cherry 1979). An effective porosity (n) of 5% has been assumed for the claystone because flow in the upper bedrock is likely to be dominated by fracture flow. The effective porosity of fractured rock is considerably less than for surficial sediments. Based on a 5% effective porosity and the average hydraulic conductivity and gradient values described above, the average linear lateral groundwater flow velocity in the fractured claystone is about 0.5 m/yr. The groundwater flow path distance from the LSA to downstream discharge locations along Nose Creek is about 3 km so the travel time for groundwater to flow laterally from the LSA to Nose Creek is estimated to be in the order of 600 years.

3.2.5 Vertical Groundwater Flow (Recharge and Discharge)

Based on the long term climate normals from YYC (Volume V, Item 9 of the CS), the PRP area receives an average of 412.6 mm of precipitation annually, with 320.6 mm of that occurring in the form of rain and the remaining 135.4 cm as snow. Most of the precipitation occurs from May to August, with June averaging the most monthly rainfall. Evapotranspiration losses will be greatest in the warmer summer months of July, August and September when there is a soil moisture deficit. Recharge of groundwater within the LSA and RSA occurs during snowmelt in the spring (March, April). Additional recharge events may occur during wet weather periods (particularly in April, May and June) when the ground is unfrozen and temperatures are not at their maximums. During the winter when the ground is frozen, no recharge will occur. Within the LSA, recharge may not occur every year especially if the ground freezes early or thaws late. The presence of spatially extensive low permeability clay till in the LSA further limits infiltration.


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The poorly drained hummocky terrain within the LSA is expected to focus recharge to groundwater beneath closed depressions in ground surface, rather than being evenly distributed over the entire area. Due to the poorly developed drainage systems throughout most of the LSA, most runoff collects in closed depressions and either evaporates or locally recharges the groundwater system. Where the water table is not close to ground surface, closed depressions can function as groundwater recharge areas. The volume of water that infiltrates per square metre of terrain in this dry area is difficult to measure or estimate. Van Dijk and Hayashi (2006) investigated groundwater infiltration mechanisms in the Calgary area and note that most groundwater recharge occurs in low areas and wetlands that collect surface runoff. Van Dijk and Hayashi (2006) estimated a recharge rate of 3-4 mm/yr below topographical depressions in till terrain north of Calgary. When this was converted to an area averaged recharge over the entire catchment, the area wide recharge rate was estimated to be 0.1-1 mm/yr. Van der Kamp and Hayashi (2009) discuss groundwater-wetland ecosystem interaction in the glaciated plains. They note that much of the seasonal groundwater recharge from wetlands moves laterally at shallow depths and is used by nearby riparian vegetation. Downward movement of groundwater is restricted by the low permeability of the deeper clay till deposits. They suggest that recharge rates for drainage basins in the prairies range from a few mm to a few tens of mm/yr. Based on review of the papers discussed above, we have assumed that the average annual groundwater recharge rate for the LSA bedrock is 3 mm/yr or less. This refers to groundwater recharge that moves downward through the deeper clay till of the LSA and recharges the deeper bedrock. This recharge may then either be used by local water wells in the LSA or flow laterally to the southwest towards Nose Creek. Higher amounts of recharge may occur seasonally in the shallow fractured till (upper 2 m), but most of this additional water will be lost to evaporation and local vegetation transpiration during the year. A 3 mm/yr recharge rate over the 8,000,000 m2 LSA would be equivalent to 24,000 m3/yr or 0.76 l/s. Vertical groundwater flow is determined using the vertical hydraulic gradient calculated from the difference in water level elevations in nested well clusters (wells at different depths located closely together). If the water elevation in the shallow well is higher than in the deep well, then downward flow (recharge) occurs. If the opposite is true, then upward flow (discharge) occurs. The vertical hydraulic gradients of five nested monitoring wells (MW09-169, MW09-232, MW09-259, MW09-316, and MW09-357) were calculated for three dates. Four of the nested well pairs were screened in shallow and deep clay till. These well nests were used to calculate the average vertical gradient and vertical groundwater flux through the till deposits. One of the nests was screened in the shallow sand layer and deeper clay deposits at well MW09-217. The results are contained in Appendix A1. Upward (discharge) hydraulic gradients were measured in June 2009 at MW09-169, MW09-232 and MW09-295 (shown as negative numbers in Appendix A1). The vertical gradients were downward at the other two locations in June 2009. In July and October 2009, all well nests indicated downward (recharge) gradients. The average downward gradient on all three dates in the four piezometer nests screened in clay till is 0.01 m/m downward. If this average vertical hydraulic gradient in the clay till is multiplied by the average hydraulic conductivity of the till (2.2 x 10-7 m/s), the unit downward flux of groundwater through the clay till is about 0.07 m3/m2/yr which is equivalent to 70 mm/yr. This maximum value assumes that there is always water in the upper soil column to drive this downward movement, which is not the case during dry weather or frozen ground conditions.


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3.2.6 Soil Quality

As detailed in Section 2.1.1, two soil samples (BH217 - sand and BH357 - clay till) were analyzed to quantify baseline concentrations of BTEX, F1-F4 hydrocarbon fractions and VOCs. Results were compared to both the Canadian Soil Quality Guidelines for the Protection of Environmental and Human Health (CCME 2007) and Alberta Tier 1 Soil and Groundwater Remediation Guidelines (AENV 2009). Based on the grain size results, fine-grained soil was used as the appropriate definition of the subsurface conditions. The results were as follows: • Concentrations of BTEX constituents and PHC F1 to F4 fractions were not detected and are less than

both the CCME guidelines and AENV Tier 1 criteria. • Concentrations of volatiles were detected at levels less than the applied CCME guidelines and AENV

Tier 1 criteria. The results of the analyses, together with the applicable criteria, are presented in Table 3. A copy of the laboratory certificate is provided in Appendix C.

Table 3 Soil Quality

Sample ID CCME Soil

Quality Guidelines1

Guidelines: AB Tier I2

BH217 32.5 BH357 7.5 Depth (m) 9.9 2.3

Maxxam ID P25383 P25385 Sampling Date 10/06/2009 11/06/2009 COC Number 167777 167777

HYDROCARBONS Benzene mg/kg 0.0068 0.046 <0.0050 <0.0050 Toluene mg/kg 0.08 0.52 <0.020 <0.020 Ethylbenzene mg/kg 0.018 0.11 <0.010 <0.010 Xylenes (Total) mg/kg 2.4 15 <0.040 <0.040 m & p-Xylene mg/kg <0.040 <0.040 o-Xylene mg/kg <0.020 <0.020 F1 (C6-C10) - BTEX mg/kg 320 <12 <12 (C6-C10) mg/kg <12 <12

Ext. Pet. Hydrocarbon F2 (C10-C16 Hydrocarbons) mg/kg 260 <10 <10 F3 (C16-C34 Hydrocarbons) mg/kg 2500 <10 <10 F4 (C34-C50 Hydrocarbons) mg/kg 6600 <10 <10 Reached Baseline at C50 mg/kg Yes Yes

Volatiles Carbon tetrachloride mg/kg 0.059 <0.02 <0.0005 Bromodichloromethane mg/kg <0.03 <0.03 Chlorobenzene mg/kg 0.61 <0.02 <0.001 Bromoform mg/kg <0.06 <0.06 Chloroform mg/kg 0.0029 <0.02 0.0023 1,2-dichloroethane mg/kg 0.025 <0.02 <0.002 Bromomethane mg/kg <0.02 <0.02 Vinyl chloride mg/kg 0.014 <0.01 <0.0003 1,2-dibromoethane mg/kg <0.02 <0.002 Chlorodibromomethane mg/kg 0.91 <0.02 <0.02 Chloroethane mg/kg <0.02 <0.02 Chloromethane mg/kg <0.03 <0.03 1,2-dichlorobenzene mg/kg 0.097 <0.02 <0.02


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Sample ID CCME Soil

Quality Guidelines1

Guidelines: AB Tier I2

BH217 32.5 BH357 7.5 Depth (m) 9.9 2.3

Maxxam ID P25383 P25385 Sampling Date 10/06/2009 11/06/2009 COC Number 167777 167777

1,3-dichlorobenzene mg/kg <0.02 <0.02 1,4-dichlorobenzene mg/kg 0.051 <0.02 <0.02 1,1-dichloroethane mg/kg <0.02 <0.02 1,1-dichloroethene mg/kg <0.02 <0.02 cis-1,2-dichloroethene mg/kg <0.02 <0.02 trans-1,2-dichloroethene mg/kg <0.02 <0.02 Dichloromethane mg/kg 0.1 <0.01 <0.01 1,2-dichloropropane mg/kg <0.02 <0.02 cis-1,3-dichloropropene mg/kg <0.02 <0.02 trans-1,3-dichloropropene mg/kg <0.02 <0.02 Methyl methacrylate mg/kg 1.3 <0.04 <0.04 Methyl-tert-butylether (MTBE) mg/kg 0.044 <0.03 <0.03 Styrene mg/kg 0.68 <0.02 <0.02 1,1,1,2-tetrachloroethane mg/kg <0.1 <0.1 1,1,2,2-tetrachloroethane mg/kg <0.1 <0.1 Tetrachloroethene mg/kg <0.02 <0.02 1,2,3-trichlorobenzene mg/kg 0.26 <0.06 <0.06 1,2,4-trichlorobenzene mg/kg 0.78 <0.06 <0.06 1,3,5-trichlorobenzene mg/kg 1.9 <0.06 <0.06 1,1,1-trichloroethane mg/kg <0.02 <0.02 1,1,2-trichloroethane mg/kg <0.02 <0.02 Trichloroethene mg/kg 0.054 <0.01 <0.01 Trichlorofluoromethane mg/kg <0.02 <0.02 1,2,4-trimethylbenzene mg/kg <0.6 <0.6 1,3,5-trimethylbenzene mg/kg <0.6 <0.6 Notes:

0.19 Exceeds applied guideline. 1 Canadian Soil Quality Guidelines for the Protection of Environmental and Human Health. CCME (2007) 2

Alberta Tier I Soil and Groundwater Remediation Guidelines. (AENV 2009) - Commercial land use fine grained guidelines.

3.2.7 Groundwater Quality

3.2.7.1 Quality Assurance and Quality Control

Field Quality Assurance/Quality Control (QA/QC) procedures employed during the groundwater monitoring program were conducted using reasonable best efforts consistent with the level of skills ordinarily exercised by members of the profession currently practicing under similar conditions. The QA/QC procedures included: • calibration of field equipment by the appropriate rental companies prior to site use and following

manufacturers operational instructions • using a CAEAL accredited laboratory for the analyses • using clean sampling containers supplied by the analytical laboratory • collection of groundwater samples following stabilization of field parameters or purging the wells to

dry or removal of three well bore volumes of water • using dedicated waterra tubing for purging and sampling • preparing and filing detailed notes of the well purging and sampling for each well • labelling, storing and shipping samples in ice filled coolers supplied by the laboratory


28

• submitting blindly to ALS field duplicate water samples • submitting samples with chain of custody forms within 24 hours of sample collection The field investigation included a QA/QC program. The program used field duplicates, which are used to assess the overall reliability of the laboratory results for the soil and groundwater sampling programs. Blind duplicate samples were taken once for every ten wells sampled. Reliability was assessed by calculating the relative percent difference (RPD) between the duplicate samples. Specifically, for constituent concentrations that are greater than ten times the detection limit, the results are considered to be reliable if RPD is between the concentrations of a constituent in the original and duplicate samples is 40% or less for VOCs, F1 PHCs and other organics, and 25% or less for general chemistry and metals. The RPD was calculated as follows:

RPD = Absolute difference between two duplicate results / Mean of the two duplicate results X 100 Field duplicate water samples were collected from select wells in August and October 2009 and analyzed for one or more routine parameters, dissolved metals, BTEX F1-F2, and glycols. The RPD between the samples was calculated for all analyzed constituents as provided in Appendix D1. All the RPDs were within the acceptable ranges for all parameters analyzed. The RPD values indicate the reproducibility of these analyses is acceptable. ALS was the analytical laboratory for the AECOM 2009 sampling. Once the completed laboratory certificates were received, the pertinent QA/QC data was reviewed. Laboratory QA/QC results were within acceptable ranges. ALS ran laboratory control samples, calibration check samples, matrix spike samples and duplicates, and a standard reference material analysis to determine analytical accuracy. All results were within acceptable limits or qualified. The laboratory also ran duplicate samples to ascertain analytical precision. Again, all the results were within acceptable limits or were qualified. Method blank samples were run to ensure that there was no carry-over from analysis to analysis, and that analytes were not introduced due to the reagents or methods used. Most blank analyses were observed to be less than the method of detect limit (MDL) and those that were not had the associated samples blank subtracted. All analytical results can be found in Appendix D1 and the laboratory Quality Assurance Reports are attached in Appendix D2.

3.2.7.2 Inorganic Parameters

Representative groundwater samples were recovered on 18 August and 6 October, 2009 from wells installed within the LSA. Samples were analyzed for general and inorganic parameters including: • dissolved metals • nitrate and nitrite • pH, conductivity, and alkalinity • chloride • fluoride • sulphate • turbidity Analytical laboratory results for the groundwater samples are presented with the applicable Health Canada Guidelines for Canadian Drinking Water Quality (GDWQ) assessment criteria in Tables 4a, 4b and 4c. Copies of the laboratory analytical reports are included in Appendix D.


29

Table 4a Analytical Laboratory Results for Groundwater Samples

Units Groundwater1 MW09-20B MW09-88B MW09-169A MW09-169B MW09-232A MW09-232B MW09-295A

18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 (Dup MW09-232C) 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 8:55 15:35 9:40 15:50 10:10 16:30 10:30 16:35 11:15 16:35 15:00 11:30 15:50 11:50 14:40

MAC AO L807491-1 L827533-20 L807491-2 L827533-19 L807491-3 L827533-21 L807491-4 L827533-22 L807491-5 L827533-16 L827533-17 L807491-6 L827533-18 L827533-18 L827533-14 Routine Potable Water Chloride (Cl) Chloride (Cl) mg/l <250 9.35 7.83 4.13 2.8 6.80 2.9 5.31 4.2 30.80 11 11.1 13.80 12.8 18.10 20.4 Fluoride Fluoride (F) mg/l 1.5 0.20 0.16 0.22 0.17 <0.25 0.12 0.13 0.12 0.15 0.19 0.15 0.14 0.12 <0.50 0.32 Ion Balance Calculation TDS (Calculated) mg/l <500 1270 1350 1450 1490 26900 21600 11500 11700 9940 10700 10800 8740 9140 43300 44200 Hardness (as CaCO3) mg/l 803 880 217 241 7470 6710 3010 3280 3040 3280 3310 2740 2920 12700 14900 Nitrate and Nitrite Nitrate and Nitrite as N mg/l 1.05 1.66 1.93 1.68 36.8 32.7 3.39 3.39 0.202 <0.071 0.084 0.115 <0.071 1.1 0.86 Nitrate-N mg/l 10 1.05 1.66 1.93 1.68 36.8 32.7 3.39 3.39 0.202 <0.050 0.084 0.115 <0.050 1.1 0.86 Nitrite-N mg/l <0.050 <0.050 <0.050 <0.050 <0.25 <0.10 <0.050 <0.10 <0.050 <0.050 <0.050 <0.050 <0.050 <0.50 <0.25 Sulphate (SO4) Sulphate mg/l <500 624 665 564 566 17900 13800 7880 7870 6710 7310 7360 5940 6200 32300 31400 Turbidity Turbidity NTU >4000 616 >4000 4290 651 174 3850 >4000 283 69.5 55.5 125 289 >4000 >4000 pH, Conductivity and Total Alkalinity pH pH 6.5-8.5 7.85 8.05 8.1 8.2 7.77 8 7.78 8.05 7.79 7.95 7.96 7.77 8 7.61 7.82 Conductivity (EC) uS/cm 1710 1650 2130 2090 23100 20400 12000 11100 10600 9080 9140 9310 9150 32400 30900 Bicarbonate (HCO3) mg/l 507 507 768 769 619 639 628 645 581 607 609 598 594 840 899 Carbonate (CO3) mg/l <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 Hydroxide (OH) mg/l <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 Alkalinity, Total (as CaCO3) mg/l 416 416 630 630 507 523 515 529 476 498 499 490 487 688 737 Dissolved Metals by ICPMS Aluminum (Al) - Dissolved mg/l 0.1 <0.050 <0.050 <0.050 <0.10 <1.0 <1.0 <0.50 <0.20 <0.20 <0.50 <0.50 <0.20 <0.50 <1.0 <1.0 Arsenic (As) - Dissolved mg/l 0.01 0.0011 <0.0020 <0.0020 <0.010 <0.010 <0.020 Barium (Ba) - Dissolved mg/l 1 0.0586 0.0594 0.0246 0.026 <0.10 <0.10 <0.050 <0.020 0.038 <0.050 <0.050 0.025 <0.050 <0.10 <0.10 Beryllium (Be) - Dissolved mg/l <0.0050 <0.0050 <0.0050 <0.010 <0.10 <0.10 <0.050 <0.020 <0.020 <0.050 <0.050 <0.020 <0.050 <0.10 <0.10 Boron (B) - Dissolved mg/l 5 <0.25 <0.25 <0.25 <0.50 <5.0 <5.0 <2.5 <1.0 <1.0 <2.5 <2.5 <1.0 <2.5 <5.0 <5.0 Cadmium (Cd) - Dissolved mg/l 0.005 <0.0010 <0.0010 <0.0010 <0.0020 <0.020 <0.020 <0.010 <0.0040 <0.0040 <0.010 <0.010 <0.0040 <0.010 <0.020 <0.020 Chromium (Cr) - Dissolved mg/l 0.05 <0.0050 <0.0050 <0.0050 <0.010 <0.10 <0.10 <0.050 <0.020 <0.020 <0.050 <0.050 <0.020 <0.050 <0.10 <0.10 Cobalt (Co) - Dissolved mg/l 0.0080 <0.0050 <0.0050 <0.010 <0.10 <0.10 <0.050 <0.020 <0.020 <0.050 <0.050 <0.020 <0.050 <0.10 <0.10 Copper (Cu) - Dissolved mg/l <1.0 <0.0050 <0.0050 <0.0050 <0.010 <0.10 <0.10 <0.050 <0.020 <0.020 <0.050 <0.050 <0.020 <0.050 <0.10 <0.10 Lead (Pb) - Dissolved mg/l 0.01 <0.0050 <0.0050 <0.0050 <0.010 <0.10 <0.10 <0.050 <0.020 <0.020 <0.050 <0.050 <0.020 <0.050 <0.10 <0.10 Molybdenum (Mo) - Dissolved mg/l 0.0385 0.0292 <0.0050 <0.010 <0.10 <0.10 <0.050 <0.020 <0.020 <0.050 <0.050 <0.020 <0.050 <0.10 <0.10 Nickel (Ni) - Dissolved mg/l 0.0188 0.0076 <0.0050 <0.010 <0.10 <0.10 <0.050 <0.020 0.023 <0.050 <0.050 <0.020 <0.050 <0.10 <0.10 Selenium (Se) - Dissolved mg/l 0.01 <0.0050 <0.010 <0.10 <0.050 <0.050 <0.10 Silver (Ag) - Dissolved mg/l <0.00050 <0.00050 <0.00050 <0.0010 <0.010 <0.010 <0.0050 <0.0020 <0.0020 <0.0050 <0.0050 <0.0020 <0.0050 <0.010 <0.010 Strontium (Sr) - Dissolved mg/l 0.721 0.689 0.549 0.577 7.94 7.3 5.62 4.98 4.63 4.67 4.69 4.64 4.53 9.16 9 Thallium (Tl) - Dissolved mg/l <0.0050 <0.0050 <0.0050 <0.010 <0.10 <0.10 <0.050 <0.020 <0.020 <0.050 <0.050 <0.020 <0.050 <0.10 <0.10 Tin (Sn) - Dissolved mg/l <0.0050 <0.0050 <0.0050 <0.010 <0.10 <0.10 <0.050 <0.020 <0.020 <0.050 <0.050 <0.020 <0.050 <0.10 <0.10 Titanium (Ti) - Dissolved mg/l 0.0125 0.0128 0.0117 0.014 0.41 0.38 0.174 0.173 0.148 0.163 0.161 0.126 0.144 0.7 0.68 Vanadium (V) - Dissolved mg/l <0.025 <0.025 <0.025 <0.050 <0.50 <0.50 <0.25 <0.10 <0.10 <0.25 <0.25 <0.10 <0.25 <0.50 <0.50 Zinc (Zn) - Dissolved mg/l <5.0 0.041 <0.025 0.561 <0.050 <0.50 <0.50 <0.25 <0.10 <0.10 <0.25 <0.25 <0.10 <0.25 <0.50 <0.50 Dissolved Metals by ICPOES Calcium (Ca) - Dissolved mg/l 189 206 49.8 52.9 437 363 368 375 371 370 383 311 312 365 400 Iron (Fe) - Dissolved mg/l <0.3 0.362 0.048 <0.030 <0.15 <0.60 <0.60 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <1.5 <3.0 Magnesium (Mg) - Dissolved mg/l 80.5 88.8 22.4 26.4 1550 1410 508 568 513 573 572 478 519 2860 3370 Manganese (Mn) - Dissolved mg/l <0.05 1.21 0.828 0.0276 <0.025 0.10 <0.10 0.600 0.519 0.093 0.09 0.091 0.823 0.868 0.51 0.62 Potassium (K) - Dissolved mg/l 10.5 10.8 6.05 6.7 50 44 17.4 19.3 66.6 70.3 70.9 33.3 37.8 37 <50 Sodium (Na) - Dissolved mg/l <200 104 112 416 448 6510 5480 2370 2540 1960 2100 2100 1670 1770 7350 8600 Miscellaneous Parameters Mercury (Hg) - Dissolved mg/l 0.001 <0.000050 <0.000050 <0.000050 <0.000050 <0.000050 <0.000050 Notes:

0.19 Exceeds maximum allowable concentration (MAC). 0.19 Exceeds aesthetic objective (AO).

1 Health Canada. 2008. Guidelines for Canadian Drinking Water Quality.


30

Table 4b Analytical Laboratory Results for Groundwater Samples

Units Groundwater1 MW09-295B MW09-316B MW09-262B MW09-226 MW09-217A MW09-217B MW09-363

18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 (Dup MW09-226C) 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 12:05 14:45 12:50 13:20 13:20 13:40 13:40 12:30 12:30 14:10 12:00 14:25 12:10 14:45 12:10

MAC AO L807491-8 L827533-15 L807491-9 L827533-9 L807491-10 L827533-10 L807491-11 L827533-7 L827533-8 L807491-13 L827533-4 L807491-14 L827533-5 L807491-15 L827533-6 Routine Potable Water Chloride (Cl) Chloride (Cl) mg/l <250 21.60 18.3 184.00 156 147.00 159 983.00 967 969 381.00 436 17.90 12.9 20.40 20.1 Fluoride Fluoride (F) mg/l 1.5 <0.50 <0.25 <0.10 <0.10 0.23 <0.10 <0.10 <0.10 <0.10 0.13 0.11 0.23 0.19 0.15 0.11 Ion Balance Calculation TDS (Calculated) mg/l <500 33800 35300 6140 6440 2610 2650 2450 2510 2500 2420 2740 985 1030 1450 1520 Hardness (as CaCO3) mg/l 10200 12200 1930 2070 1340 1450 1720 1840 1820 1710 1880 331 367 601 660 Nitrate and Nitrite Nitrate and Nitrite as N mg/l <0.71 <0.35 3.30 3.21 0.501 0.236 1.75 2.01 1.98 0.287 1.45 <0.071 <0.071 <0.071 <0.071 Nitrate-N mg/l 10 <0.50 <0.25 3.30 3.21 0.501 0.236 1.75 2.01 1.98 0.119 1.45 <0.050 <0.050 <0.050 <0.050 Nitrite-N mg/l <0.50 <0.25 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 0.168 <0.050 <0.050 <0.050 <0.050 <0.050 Sulphate (SO4) Sulphate mg/l <500 24900 24900 3900 4020 1540 1520 520 547 540 1130 1330 470 503 789 818 Turbidity Turbidity NTU 220 357 >4000 1990 >4000 1890 >4000 >4000 >4000 >4000 >4000 81.7 79.2 96.2 250 pH, Conductivity and Total Alkalinity pH pH 6.5-8.5 7.64 7.86 7.7 7.8 7.75 7.82 7.68 7.72 7.72 7.76 7.8 7.99 7.98 7.92 7.91 Conductivity (EC) uS/cm 26600 26300 6940 5980 3100 2720 3980 3240 3260 3090 2870 1440 1330 2000 1790 Bicarbonate (HCO3) mg/l 1000 1030 555 559 385 383 368 364 365 356 345 350 350 402 406 Carbonate (CO3) mg/l <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 Hydroxide (OH) mg/l <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 Alkalinity, Total (as CaCO3) mg/l 822 844 455 459 316 314 301 298 299 292 283 287 287 330 333 Dissolved Metals by ICPMS Aluminum (Al) - Dissolved mg/l 0.1 <1.0 <1.0 <0.20 <0.20 <0.050 <0.10 <0.050 <0.10 <0.10 <0.050 <0.10 <0.050 <0.050 <0.050 <0.050 Arsenic (As) - Dissolved mg/l 0.01 <0.0040 <0.0020 <0.0020 Barium (Ba) - Dissolved mg/l 1 <0.10 <0.10 0.037 0.029 0.0525 0.042 0.0356 0.034 0.034 0.0613 0.044 0.111 0.0764 0.0312 0.0237 Beryllium (Be) - Dissolved mg/l <0.10 <0.10 <0.020 <0.020 <0.0050 <0.010 <0.0050 <0.010 <0.010 <0.0050 <0.010 <0.0050 <0.0050 <0.0050 <0.0050 Boron (B) - Dissolved mg/l 5 <5.0 <5.0 <1.0 <1.0 <0.25 <0.50 <0.25 <0.50 <0.50 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 Cadmium (Cd) - Dissolved mg/l 0.005 <0.020 <0.020 <0.0040 <0.0040 <0.0010 <0.0020 <0.0010 <0.0020 <0.0020 <0.0010 <0.0020 <0.0010 <0.0010 <0.0010 <0.0010 Chromium (Cr) - Dissolved mg/l 0.05 <0.10 <0.10 <0.020 <0.020 <0.0050 <0.010 <0.0050 <0.010 <0.010 <0.0050 <0.010 <0.0050 <0.0050 <0.0050 <0.0050 Cobalt (Co) - Dissolved mg/l <0.10 <0.10 <0.020 <0.020 <0.0050 <0.010 <0.0050 <0.010 <0.010 0.0096 <0.010 <0.0050 <0.0050 <0.0050 <0.0050 Copper (Cu) - Dissolved mg/l <1.0 <0.10 <0.10 <0.020 <0.020 <0.0050 <0.010 <0.0050 <0.010 <0.010 <0.0050 <0.010 <0.0050 <0.0050 <0.0050 <0.0050 Lead (Pb) - Dissolved mg/l 0.01 <0.10 <0.10 <0.020 <0.020 <0.0050 <0.010 <0.0050 <0.010 <0.010 <0.0050 <0.010 <0.0050 <0.0050 <0.0050 <0.0050 Molybdenum (Mo) - Dissolved mg/l <0.10 <0.10 <0.020 <0.020 <0.0050 <0.010 <0.0050 <0.010 <0.010 0.0113 <0.010 0.0279 0.0345 <0.0050 <0.0050 Nickel (Ni) - Dissolved mg/l <0.10 <0.10 0.021 <0.020 0.0157 <0.010 0.0182 <0.010 <0.010 0.0237 0.014 <0.0050 <0.0050 0.0114 0.0064 Selenium (Se) - Dissolved mg/l 0.01 <0.020 <0.010 <0.010 Silver (Ag) - Dissolved mg/l <0.010 <0.010 <0.0020 <0.0020 <0.00050 <0.0010 <0.00050 <0.0010 <0.0010 <0.00050 <0.0010 <0.00050 <0.00050 <0.00050 <0.00050 Strontium (Sr) - Dissolved mg/l 12.6 12.6 4.82 4.24 2.42 2.32 2.34 2.08 2.09 2.00 1.99 1.06 1.14 1.20 1.2 Thallium (Tl) - Dissolved mg/l <0.10 <0.10 <0.020 <0.020 <0.0050 <0.010 <0.0050 <0.010 <0.010 <0.0050 <0.010 <0.0050 <0.0050 <0.0050 <0.0050 Tin (Sn) - Dissolved mg/l <0.10 <0.10 <0.020 <0.020 <0.0050 <0.010 <0.0050 <0.010 <0.010 <0.0050 <0.010 <0.0050 <0.0050 <0.0050 <0.0050 Titanium (Ti) - Dissolved mg/l 0.56 0.58 0.084 0.078 0.0288 0.03 0.0112 0.011 0.011 0.0259 0.026 0.0107 0.0099 0.0168 0.0159 Vanadium (V) - Dissolved mg/l <0.50 <0.50 <0.10 <0.10 <0.025 <0.050 <0.025 <0.050 <0.050 <0.025 <0.050 <0.025 <0.025 <0.025 <0.025 Zinc (Zn) - Dissolved mg/l <5.0 <0.50 <0.50 <0.10 <0.10 0.036 <0.050 0.526 <0.050 <0.050 0.043 <0.050 0.598 <0.025 0.038 <0.025 Dissolved Metals by ICPOES Calcium (Ca) - Dissolved mg/l 358 397 447 464 332 347 405 426 416 398 428 86.7 92.9 144 154 Iron (Fe) - Dissolved mg/l <0.3 <1.5 <3.0 <0.15 <0.30 <0.15 <0.15 <0.15 <0.15 <0.15 0.61 <0.15 0.309 <0.030 <0.030 <0.030 Magnesium (Mg) - Dissolved mg/l 2260 2730 198 222 125 142 171 188 189 174 198 27.9 32.7 58.6 66.9 Manganese (Mn) - Dissolved mg/l <0.05 1.690 1.82 0.134 0.11 0.157 0.097 0.196 0.038 0.034 2.73 1.98 0.718 0.473 0.648 0.62 Potassium (K) - Dissolved mg/l 33 <50 12.7 14.9 11.1 12 11.3 12.3 12.7 14.2 15.2 7.48 7.38 8.98 9.15 Sodium (Na) - Dissolved mg/l <200 5690 6700 1110 1270 263 278 167 178 188 143 155 203 213 235 249 Miscellaneous Parameters Mercury (Hg) - Dissolved mg/l 0.001 <0.000050 <0.000050 <0.000050 Notes:




31

Table 4c Analytical Laboratory Results for Groundwater Samples

Units Groundwater1 MW09-E370 MW09-181 UMA07-08 UMA07-07 MW09-357A MW09-357B MW09-359 18-Aug-09 08/18/2009 (Dup MW09-181C) 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 08/18/2009 (MW09-357C) 6-Oct-09 18-Aug-09 6-Oct-09

15:00 15:15 15:20 11:40 15:30 10:30 15:50 11:00 16:40 13:50 16:55 17:00 13:55 16:10 14:10 MAC AO L807491-16 L807491-17 L807491-18 L827533-3 L807491-19 L827533-1 L807491-20 L827533-2 L807491-21 L827533-11 L807491-22 L807491-23 L827533-12 L807491-24 L827533-13

Routine Potable Water Chloride (Cl) Chloride (Cl) mg/l <250 12.90 761.00 738.00 843 25.80 28 144.00 105 29.30 28.7 28.50 28.80 27.9 134 134 Fluoride Fluoride (F) mg/l 1.5 0.13 0.24 0.20 0.16 1.17 1.08 0.18 0.14 0.17 0.17 0.32 0.34 0.38 0.16 0.11 Ion Balance Calculation TDS (Calculated) mg/l <500 1700 3390 3350 3570 7780 7660 2170 2250 8010 8500 3780 3770 3710 4240 4490 Hardness (as CaCO3) mg/l 849 1080 1100 1190 3390 3520 874 923 2270 2360 460 464 419 1380 1490 Nitrate and Nitrite Nitrate and Nitrite as N mg/l 3.91 2.56 2.88 3.11 0.097 <0.071 0.096 0.259 <0.071 <0.071 <0.071 0.107 <0.071 0.137 <0.071 Nitrate-N mg/l 10 3.91 2.5 2.83 3.11 0.097 <0.050 0.096 0.259 0.07 0.058 0.058 0.107 0.063 0 <0.050 Nitrite-N mg/l <0.050 0.059 0.053 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 0.059 <0.050 Sulphate (SO4) Sulphate mg/l <500 965 1350 1310 1330 5330 5140 986 1080 5190 5480 2330 2300 2200 2580 2700 Turbidity Turbidity NTU 340 >4000 >4000 >4000 >4000 >4000 >4000 265 123 482 >4000 >4000 >4000 >4000 >4000 pH, Conductivity and Total Alkalinity pH pH 6.5-8.5 7.80 7.86 7.83 7.83 7.84 7.98 7.79 7.9 7.85 7.99 7.99 7.99 8.12 7.82 7.9 Conductivity (EC) uS/cm 2190 4950 4930 4200 8110 6570 3000 2540 8800 7590 5050 4930 4240 5080 4480 Bicarbonate (HCO3) mg/l 393 440 446 447 838 798 761 708 786 904 608 605 645 518 530 Carbonate (CO3) mg/l <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 Hydroxide (OH) mg/l <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 Alkalinity, Total (as CaCO3) mg/l 322 360 366 366 687 654 624 580 644 741 499 496 529 424 434 Dissolved Metals by ICPMS Aluminum (Al) - Dissolved mg/l 0.1 <0.050 <0.10 <0.10 <0.10 <0.20 <0.20 <0.050 <0.050 <0.20 <0.20 <0.20 <0.20 <0.10 <0.10 <0.10 Arsenic (As) - Dissolved mg/l 0.01 <0.0020 0.0023 Barium (Ba) - Dissolved mg/l 1 0.0330 0.026 0.028 0.024 0.025 0.02 0.0335 0.0295 0.036 0.025 <0.020 <0.020 0.011 0.023 0.017 Beryllium (Be) - Dissolved mg/l <0.0050 <0.010 <0.010 <0.010 <0.020 <0.020 <0.0050 <0.0050 <0.020 <0.020 <0.020 <0.020 <0.010 <0.010 <0.010 Boron (B) - Dissolved mg/l 5 0.37 <0.50 <0.50 <0.50 <1.0 <1.0 <0.25 <0.25 <1.0 <1.0 <1.0 <1.0 <0.50 <0.050 <0.50 Cadmium (Cd) - Dissolved mg/l 0.005 <0.0010 <0.0020 <0.0020 <0.0020 <0.0040 <0.0040 <0.0010 <0.0010 <0.0040 <0.0040 <0.0040 <0.0040 <0.0020 <0.0020 <0.0020 Chromium (Cr) - Dissolved mg/l 0.05 <0.0050 <0.010 <0.010 <0.010 <0.020 <0.020 <0.0050 <0.0050 <0.020 <0.020 <0.020 <0.020 <0.010 <0.010 <0.010 Cobalt (Co) - Dissolved mg/l 0.0053 <0.010 <0.010 <0.010 <0.020 <0.020 <0.0050 <0.0050 <0.020 <0.020 <0.020 <0.020 <0.010 <0.010 <0.010 Copper (Cu) - Dissolved mg/l <1.0 <0.0050 <0.010 <0.010 <0.010 <0.020 <0.020 <0.0050 <0.0050 <0.020 <0.020 <0.020 <0.020 <0.010 <0.010 <0.010 Lead (Pb) - Dissolved mg/l 0.01 <0.0050 <0.010 <0.010 <0.010 <0.020 <0.020 <0.0050 <0.0050 <0.020 <0.020 <0.020 <0.020 <0.010 <0.010 <0.010 Molybdenum (Mo) - Dissolved mg/l <0.0050 <0.010 <0.010 <0.010 <0.020 <0.020 <0.0050 <0.0050 <0.020 <0.020 <0.020 <0.020 <0.010 <0.010 <0.010 Nickel (Ni) - Dissolved mg/l 0.0211 0.011 <0.010 <0.010 <0.020 <0.020 0.0054 <0.0050 <0.020 <0.020 <0.020 <0.020 <0.010 0.015 <0.010 Selenium (Se) - Dissolved mg/l 0.01 <0.010 <0.010 Silver (Ag) - Dissolved mg/l <0.00050 <0.0010 <0.0010 <0.0010 <0.0020 <0.0020 <0.00050 <0.00050 <0.0020 <0.0020 <0.0020 <0.0020 <0.0010 <0.0010 <0.0010 Strontium (Sr) - Dissolved mg/l 1.23 2.56 2.57 2.7 4.20 3.78 1.32 1.33 3.21 3.09 1.51 1.51 1.37 3.22 3.01 Thallium (Tl) - Dissolved mg/l <0.0050 <0.010 <0.010 <0.010 <0.020 <0.020 <0.0050 <0.0050 <0.020 <0.020 <0.020 <0.020 <0.010 <0.010 <0.010 Tin (Sn) - Dissolved mg/l <0.0050 <0.010 <0.010 <0.010 <0.020 <0.020 <0.0050 <0.0050 <0.020 <0.020 <0.020 <0.020 <0.010 <0.010 <0.010 Titanium (Ti) - Dissolved mg/l 0.0212 0.029 0.030 0.027 0.121 0.115 0.0199 0.021 0.115 0.124 0.050 0.047 0.04 0.056 0.059 Vanadium (V) - Dissolved mg/l <0.025 <0.050 <0.050 <0.050 <0.10 <0.10 <0.025 <0.025 <0.10 <0.10 <0.10 <0.10 <0.050 <0.050 <0.050 Zinc (Zn) - Dissolved mg/l <5.0 0.045 <0.050 <0.050 <0.050 <0.10 <0.10 0.051 <0.025 <0.10 <0.10 <0.10 0.64 <0.050 <0.050 <0.050 Dissolved Metals by ICPOES Calcium (Ca) - Dissolved mg/l 187 194 198 210 177 176 167 165 251 254 105 106 98.6 281 290 Iron (Fe) - Dissolved mg/l <0.3 <0.030 <0.15 <0.15 <0.15 <0.30 <0.30 <0.15 <0.60 <0.30 <0.30 <0.15 <0.15 <0.15 <0.15 <0.15 Magnesium (Mg) - Dissolved mg/l 92.7 145 147 161 716 749 111 124 399 419 48.1 48.5 41.9 164 187 Manganese (Mn) - Dissolved mg/l <0.05 0.451 0.848 0.704 0.245 <0.050 <0.050 0.067 <0.10 <0.050 <0.050 0.309 0.308 0.249 0.830 0.32 Potassium (K) - Dissolved mg/l 11.8 14.4 13.9 14 9.0 9.7 33.6 40 13.2 14.4 8.0 8.1 8.2 10.6 11.5 Sodium (Na) - Dissolved mg/l <200 216 703 709 775 1110 1160 354 387 1740 1860 965 976 1020 813 904 Miscellaneous Parameters Mercury (Hg) - Dissolved mg/l 0.001 <0.000050 <0.000050 Notes:




32

The comparison of the groundwater quality analysis results to GDWQ for tested wells is summarized below: • The chloride concentration results for the majority of the wells are below the aesthetic objective (AO)

criterion level of 250 mg/l. Results ranged from 2.8 mg/l (MW09-88B) to 983 mg/l (MW09-226). Wells that exceeded the chloride criterion include MW09-226, MW09-217A, and MW09-181. These wells are all along Barlow Trail, near wetland D and may be affected by runoff containing road de-icing salt.

• Sulphate concentrations were greater than the 500 mg/l (AO) for all wells except MW09-217B. The sulphate concentrations (407 mg/l and 503 mg/l) from this location are lower than all other locations within the LSA which ranged from 520 mg/l (MW09-226) to 32,300 mg/l (MW09-295A). The elevated sulphate concentrations are attributed to natural gypsum content of the clay till.

• Fluoride concentrations were below the maximum allowable concentration (MAC) of 1.5 mg/l in all wells. Fluoride concentrations ranged from 0.11 mg/l (MW09-359) to 1.17 mg/l (UMA07-08).

• pH values were within AO standard criterion of 6.5 to 8.5 and ranged between 7.61 and 8.20. These are neutral to slightly alkaline pH values.

• Nitrate-N concentrations (expressed as nitrogen) in all wells were below the 10 mg/l (N) MAC guideline except one. Concentrations in well MW09-169A were 32.7 and 36.8 mg/l. This locally degraded water quality in a shallow (3 m) well in an agricultural grazing lease is likely attributable to decaying organic material or livestock manure. The remainder of the wells had acceptable nitrate-N concentrations that ranged from 0.06 mg/l to 3.9 mg/l.

Figure 12 and Figure 13 present the October 2009 groundwater analytical results for the monitoring well locations where water samples were collected from a deep and a shallow well (nested well clusters). The shallow wells (e.g., MW09-169A) are plotted in black. The deeper wells (e.g., MW09-169B) are plotted in red. Most of the wells are screened in clay till. The shallow till wells are 3 to 7.6 m deep and the deeper till wells are 6.1 to 12.8 m deep. MW09-217A is screened in fine sand at a depth of 9.8 m and MW09-217B is screened in clay below the sand at 14.9 m. Figure 12 is a Piper Trilinear plot of groundwater cation and anion concentrations represented as percentages. This plot allows the compositions of many samples to be represented in a single graph and is convenient for showing the effects of mixing two waters from different sources. Figure 12 shows that sulphate is the predominant anion in groundwater in the LSA, particularly in the till. Alkalinity and chloride make up a greater anion percentage in the sand deposits at MW09-217B, but sulphate is still the dominant anion. Sodium is the predominant cation in the till, thus the groundwater in the till can be categorized as being of a sodium sulphate type. Calcium and magnesium are predominant in the fine sand at MW09-217A and water in this well is considered to be a calcium-magnesium sulphate type. Figure 13 is a Schoeller plot for the same set of wells. Concentrations are plotted as milliequivalents for the various major anions and cations. This figure shows that most of the wells have a similar sodium sulphate water quality and also have elevated magnesium concentrations. Shallower wells (plotted in black) generally have higher sulphate, sodium and magnesium concentrations than deeper wells at the same location. Well MW09-217A has a much different water quality with lower concentrations of sulphate and sodium, but with higher concentrations of chloride. Water quality in this well may be a mixture of the natural sodium sulphate water mixed with infiltration of runoff containing road de-icing salt or some other salt source. Similar type water was also observed at nearby wells MW09-181 and MW09-226.


33

Figure 12 Trilinear Plot of Groundwater Cation and Anion Concentrations

80 60 40 20 20 40 60 8020

40

60

80

20

40

60

80

20

40

60

80

20

40

60

80

Ca Na+K HCO3 Cl

Mg SO4<=Ca + M

g

Cl +

SO

4=>

A

A

A

A

A

A

C

C

C

C

C

C

D

D

D

E

E

E

E

E

E

I

I

I

I

I

I

D

D

D

LegendLegend

A MW09-169A

A MW09-169B

C MW09-217A

C MW09-217B

D MW09-232A

D MW09-232B

E MW09-295A

E MW09-295B

I MW09-357A

I MW09-357B


34

Figure 13 Schoeller Plot of Groundwater Cation and Anion Concentrations

Ca Mg Na Cl SO4 HCO3

Parameters

0.0

0.1

1.0

10.0

100.0

1000.0

Con

cent

ratio

n (m

eq/l) AAAAA

AAAAA

AAAAA

AAAAA

AAAAA

AAAAAAAAAA

AAAAA

AAAAA

AAAAA

AAAAA

AAAAA

CCCCCCCCCC

CCCCC

CCCCC

CCCCC

CCCCCCCCCCCCCCC

CCCCC

CCCCC

CCCCC

CCCCC

DDDDD

DDDDD

DDDDD

DDDDD

DDDDD

DDDDDDDDDD

DDDDD

DDDDD

DDDDD

DDDDD

DDDDD

EEEEE

EEEEEEEEEE

EEEEE

EEEEE

EEEEEEEEEE

EEEEEEEEEE

EEEEE

EEEEE

EEEEEIIIII

IIIII

IIIII

IIIII

IIIII

IIIII

IIIIIIIIII

IIIII

IIIII

IIIII

IIIII

LegendLegend

A MW09-169A

A MW09-169B

C MW09-217A

C MW09-217B

D MW09-232A

D MW09-232B

E MW09-295A

E MW09-295B

I MW09-357A

I MW09-357B


35

The LSA has primarily been used for agricultural purposes and, therefore, the baseline groundwater quality generally reflects natural conditions. No areas of obviously contaminated soil or groundwater were noted within the LSA, although there may be small localized areas that have been affected by farming or other activities. To the east of the southern portion of the LSA (south of 80 Avenue), there appears to be a variety of industrial activities including auto wrecking yards and trucking or heavy equipment facilities that could potentially affect groundwater quality. However, due to the low permeability of the upper clay till soils and claystone bedrock below the till, it seems unlikely that contaminants would migrate any appreciable distance from potential up-gradient sources onto the LSA.

3.2.7.3 Organic Parameters

Representative groundwater samples were recovered on 18 August and 6 October, 2009 from monitoring wells installed within the LSA. The samples were analyzed for petroleum hydrocarbons (BTEX, F1 and F2) (21 wells); VOCs (nine wells); glycol (15 wells); and herbicides (three wells). The results of the analyses, together with the applicable criteria, are presented in Tables 5a, 5b and 5c. Copies of the laboratory certificates are provided in Appendix D. All organic parameter results were below GDWQ. Almost all organic parameter concentrations were below detection limits. However, the August sample from MW09-20B detected benzene and toluene at concentrations above the detection limit, but still below the applicable guidelines.


36

Table 5a Organic Parameters Analysis

Units Groundwater1 MW09-20B MW09-88B MW09-169A MW09-169B MW09-232A MW09-232B MW09-295A MW09-295B MW09-316B MW09-262B 18-Aug-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 18-Aug-09 6-Oct-09 18-Aug-09 18-Aug-09 18-Aug-09 6-Oct-09 18-Aug-09


BTEX, F1 (C6-C10), F2 (>C10-C16) BTEX and F1 (C6-C10) Benzene mg/l 0.005 0.00107 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 Toluene mg/l <0.024 0.00062 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 Ethylbenzene mg/l <0.0024 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 Xylenes mg/l <0.3 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 F1 (C6-C10) mg/l <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 F1-BTEX mg/l <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 F2 F2 (>C10-C16) mg/l <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 VOCs Dichlorodifluoromethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Chloromethane mg/l <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 Vinyl chloride mg/l 0.002 <0.020 <0.020 <0.020 <0.020 <0.020 <0.020 Bromomethane mg/l <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 Chloroethane mg/l <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 Trichlorofluoromethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,1-Dichloroethene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Methylene chloride mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 trans-1,2-Dichloroethene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,1-Dichloroethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 2,2-Dichloropropane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 cis-1,2-Dichloroethene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Chloroform mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Bromochloromethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,2-Dichloroethane mg/l 0.005 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,1,1-Trichloroethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,1-Dichloropropene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Carbon tetrachloride mg/l 0.005 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Benzene mg/l 0.005 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Trichloroethene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,2-Dichloropropane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Bromodichloromethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Dibromomethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 cis-1,3-Dichloropropene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 trans-1,3-Dichloropropene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Toluene mg/l <0.024 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,1,2-Trichloroethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,3-Dichloropropane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Tetrachloroethene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Dibromochloromethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,2-Dibromoethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Chlorobenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Ethylbenzene mg/l <0.0024 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,1,1,2-Tetrachloroethane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 m+p-Xylenes mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 o-Xylene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Styrene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Bromoform mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Isopropylbenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010


37

Units Groundwater1 MW09-20B MW09-88B MW09-169A MW09-169B MW09-232A MW09-232B MW09-295A MW09-295B MW09-316B MW09-262B 18-Aug-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 6-Oct-09 18-Aug-09 18-Aug-09 6-Oct-09 18-Aug-09 18-Aug-09 18-Aug-09 6-Oct-09 18-Aug-09


1,1,2,2-Tetrachloroethane mg/l <0.0050 <0.0050 <0.0050 <0.0050 <0.0050 <0.0050 1,2,3-Trichloropropane mg/l <0.0020 <0.0020 <0.0020 <0.0020 <0.0020 <0.0020 n-Propylbenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Bromobenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,3,5-Trimethylbenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 2-Chlorotoluene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 4-Chlorotoluene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 tert-Butylbenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,2,4-Trimethylbenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 sec-Butylbenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 p-Isopropyltoluene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,3-Dichlorobenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,4-Dichlorobenzene mg/l 0.005 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 n-Butylbenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,2-Dichlorobenzene mg/l 0.2 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,2-Dibromo-3-chloropropane mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,2,4-Trichlorobenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Hexachlorobutadiene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Naphthalene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 1,2,3-Trichlorobenzene mg/l <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010 Glycol Screen Diethylene Glycol mg/l <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 Ethylene Glycol mg/l <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 Propylene Glycol mg/l <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 Triethylene Glycol mg/l <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 Herbicide Scan Clopyralid mg/l <0.00010 <0.00010 <0.00010 Dicamba mg/l 0.12 <0.00010 <0.00010 <0.00010 Mecoprop mg/l <0.00010 <0.00010 <0.00010 MCPA mg/l <0.00010 <0.00010 <0.00010 2,4-D mg/l <0.00010 <0.00010 <0.00010 Bromoxynil mg/l 0.005 <0.00010 <0.00010 <0.00010 Trifluralin mg/l 0.045 <0.00010 <0.00010 <0.00010 Triclopyr mg/l <0.00010 <0.00010 <0.00010 Triallate mg/l <0.00010 <0.00010 <0.00010 2,4,5-T mg/l <0.00010 <0.00010 <0.00010 Picloram mg/l 0.19 <0.00010 <0.00010 <0.00010 Fluazifop-p-butyl mg/l <0.00010 <0.00010 <0.00010 Diclofop-methyl mg/l 0.009 <0.00010 <0.00010 <0.00010 2,4-DB mg/l <0.00010 <0.00010 <0.00010 2,4-DP (Dichlorprop) mg/l <0.00010 <0.00010 <0.00010 Dinoseb mg/l 0.01 <0.00010 <0.00010 <0.00010 Ethalfluralin mg/l <0.00010 <0.00010 <0.00010 MCPB mg/l <0.00010 <0.00010 <0.00010 Notes:




38

Table 5b Organic Parameters Analysis

Units Groundwater1

MW09-226 MW09-217A MW09-217B MW09-363 MW09-E370 MW09-181 UMA07-08 UMA07-07 18-Aug-09 (Dup MW09-226C) 6-Oct-09 (Dup MW09-226C) 18-Aug-09 18-Aug-09 18-Aug-09 18-Aug-09 18-Aug-09 6-Oct-09 18-Aug-09 18-Aug-09

13:40 13:50 12:30 12:30 14:10 14:25 14:45 15:00 15:15 11:40 15:30 15:50 MAC AO L807491-11 L807491-12 L827533-7 L827533-8 L807491-13 L807491-14 L807491-15 L807491-16 L807491-17 L827533-3 L807491-19 L807491-20

BTEX, F1 (C6-C10), F2 (>C10-C16) BTEX and F1 (C6-C10) Benzene mg/l 0.005 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 Toluene mg/l <0.024 <0.00050 <0.00050 <0.00050 <0.00050 0.00070 0.00077 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 Ethylbenzene mg/l <0.0024 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 Xylenes mg/l <0.3 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 0.00061 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 <0.00050 F1 (C6-C10) mg/l <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 F1-BTEX mg/l <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 F2 F2 (>C10-C16) mg/l <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 VOCs Dichlorodifluoromethane mg/l <0.0010 <0.0010 <0.0010 Chloromethane mg/l <0.010 <0.010 <0.010 Vinyl chloride mg/l 0.002 <0.020 <0.020 <0.020 Bromomethane mg/l <0.010 <0.010 <0.010 Chloroethane mg/l <0.010 <0.010 <0.010 Trichlorofluoromethane mg/l <0.0010 <0.0010 <0.0010 1,1-Dichloroethene mg/l <0.0010 <0.0010 <0.0010 Methylene chloride mg/l <0.0010 <0.0010 <0.0010 trans-1,2-Dichloroethene mg/l <0.0010 <0.0010 <0.0010 1,1-Dichloroethane mg/l <0.0010 <0.0010 <0.0010 2,2-Dichloropropane mg/l <0.0010 <0.0010 <0.0010 cis-1,2-Dichloroethene mg/l <0.0010 <0.0010 <0.0010 Chloroform mg/l <0.0010 <0.0010 <0.0010 Bromochloromethane mg/l <0.0010 <0.0010 <0.0010 1,2-Dichloroethane mg/l 0.005 <0.0010 <0.0010 <0.0010 1,1,1-Trichloroethane mg/l <0.0010 <0.0010 <0.0010 1,1-Dichloropropene mg/l <0.0010 <0.0010 <0.0010 Carbon tetrachloride mg/l 0.005 <0.0010 <0.0010 <0.0010 Benzene mg/l 0.005 <0.0010 <0.0010 <0.0010 Trichloroethene mg/l <0.0010 <0.0010 <0.0010 1,2-Dichloropropane mg/l <0.0010 <0.0010 <0.0010 Bromodichloromethane mg/l <0.0010 <0.0010 <0.0010 Dibromomethane mg/l <0.0010 <0.0010 <0.0010 cis-1,3-Dichloropropene mg/l <0.0010 <0.0010 <0.0010 trans-1,3-Dichloropropene mg/l <0.0010 <0.0010 <0.0010 Toluene mg/l <0.024 <0.0010 <0.0010 <0.0010 1,1,2-Trichloroethane mg/l <0.0010 <0.0010 <0.0010 1,3-Dichloropropane mg/l <0.0010 <0.0010 <0.0010 Tetrachloroethene mg/l <0.0010 <0.0010 <0.0010 Dibromochloromethane mg/l <0.0010 <0.0010 <0.0010 1,2-Dibromoethane mg/l <0.0010 <0.0010 <0.0010 Chlorobenzene mg/l <0.0010 <0.0010 <0.0010 Ethylbenzene mg/l <0.0024 <0.0010 <0.0010 <0.0010 1,1,1,2-Tetrachloroethane mg/l <0.0010 <0.0010 <0.0010 m+p-Xylenes mg/l <0.0010 <0.0010 <0.0010 o-Xylene mg/l <0.0010 <0.0010 <0.0010 Styrene mg/l <0.0010 <0.0010 <0.0010 Bromoform mg/l <0.0010 <0.0010 <0.0010 Isopropylbenzene mg/l <0.0010 <0.0010 <0.0010


39

Units Groundwater1

MW09-226 MW09-217A MW09-217B MW09-363 MW09-E370 MW09-181 UMA07-08 UMA07-07 18-Aug-09 (Dup MW09-226C) 6-Oct-09 (Dup MW09-226C) 18-Aug-09 18-Aug-09 18-Aug-09 18-Aug-09 18-Aug-09 6-Oct-09 18-Aug-09 18-Aug-09

13:40 13:50 12:30 12:30 14:10 14:25 14:45 15:00 15:15 11:40 15:30 15:50 MAC AO L807491-11 L807491-12 L827533-7 L827533-8 L807491-13 L807491-14 L807491-15 L807491-16 L807491-17 L827533-3 L807491-19 L807491-20

1,1,2,2-Tetrachloroethane mg/l <0.0050 <0.0050 <0.0050 1,2,3-Trichloropropane mg/l <0.0020 <0.0020 <0.0020 n-Propylbenzene mg/l <0.0010 <0.0010 <0.0010 Bromobenzene mg/l <0.0010 <0.0010 <0.0010 1,3,5-Trimethylbenzene mg/l <0.0010 <0.0010 <0.0010 2-Chlorotoluene mg/l <0.0010 <0.0010 <0.0010 4-Chlorotoluene mg/l <0.0010 <0.0010 <0.0010 tert-Butylbenzene mg/l <0.0010 <0.0010 <0.0010 1,2,4-Trimethylbenzene mg/l <0.0010 <0.0010 <0.0010 sec-Butylbenzene mg/l <0.0010 <0.0010 <0.0010 p-Isopropyltoluene mg/l <0.0010 <0.0010 <0.0010 1,3-Dichlorobenzene mg/l <0.0010 <0.0010 <0.0010 1,4-Dichlorobenzene mg/l 0.005 <0.0010 <0.0010 <0.0010 n-Butylbenzene mg/l <0.0010 <0.0010 <0.0010 1,2-Dichlorobenzene mg/l 0.2 <0.0010 <0.0010 <0.0010 1,2-Dibromo-3-chloropropane mg/l <0.0010 <0.0010 <0.0010 1,2,4-Trichlorobenzene mg/l <0.0010 <0.0010 <0.0010 Hexachlorobutadiene mg/l <0.0010 <0.0010 <0.0010 Naphthalene mg/l <0.0010 <0.0010 <0.0010 1,2,3-Trichlorobenzene mg/l <0.0010 <0.0010 <0.0010 Glycol Screen Diethylene Glycol mg/l <10 <10 <10 <10 <10 <10 <10 Ethylene Glycol mg/l <10 <10 <10 <10 <10 <10 <10 Propylene Glycol mg/l <10 <10 <10 <10 <10 <10 <10 Triethylene Glycol mg/l <10 <10 <10 <10 <10 <10 <10 Herbicide Scan Clopyralid mg/l Dicamba mg/l 0.12 Mecoprop mg/l MCPA mg/l 2,4-D mg/l Bromoxynil mg/l 0.005 Trifluralin mg/l 0.045 Triclopyr mg/l Triallate mg/l 2,4,5-T mg/l Picloram mg/l 0.19 Fluazifop-p-butyl mg/l Diclofop-methyl mg/l 0.009 2,4-DB mg/l 2,4-DP (Dichlorprop) mg/l Dinoseb mg/l 0.01 Ethalfluralin mg/l MCPB mg/l Notes:




40

Table 5c Organic Parameters Analysis

Units Groundwater1

MW09-357A MW09-357B MW09-359 MW09-359C 18-Aug-09 6-Oct-09 18-Aug-09 18-Aug-09 18-Aug-09

16:40 13:50 16:55 16:10 16:20 MAC AO L807491-21 L827533-11 L807491-22 L807491-24 L807491-25

BTEX, F1 (C6-C10), F2 (>C10-C16) BTEX and F1 (C6-C10) Benzene mg/l 0.005 <0.00050 <0.00050 <0.00050 <0.00050 Toluene mg/l <0.024 <0.00050 <0.00050 <0.00050 <0.00050 Ethylbenzene mg/l <0.0024 <0.00050 <0.00050 <0.00050 <0.00050 Xylenes mg/l <0.3 <0.00050 <0.00050 <0.00050 <0.00050 F1 (C6-C10) mg/l <0.10 <0.10 <0.10 <0.10 F1-BTEX mg/l <0.10 <0.10 <0.10 <0.10 F2 F2 (>C10-C16) mg/l <0.050 <0.050 <0.050 <0.050 VOCs Dichlorodifluoromethane mg/l <0.0010 Chloromethane mg/l <0.010 Vinyl chloride mg/l 0.002 <0.020 Bromomethane mg/l <0.010 Chloroethane mg/l <0.010 Trichlorofluoromethane mg/l <0.0010 1,1-Dichloroethene mg/l <0.0010 Methylene chloride mg/l <0.0010 trans-1,2-Dichloroethene mg/l <0.0010 1,1-Dichloroethane mg/l <0.0010 2,2-Dichloropropane mg/l <0.0010 cis-1,2-Dichloroethene mg/l <0.0010 Chloroform mg/l <0.0010 Bromochloromethane mg/l <0.0010 1,2-Dichloroethane mg/l 0.005 <0.0010 1,1,1-Trichloroethane mg/l <0.0010 1,1-Dichloropropene mg/l <0.0010 Carbon tetrachloride mg/l 0.005 <0.0010 Benzene mg/l 0.005 <0.0010 Trichloroethene mg/l <0.0010 1,2-Dichloropropane mg/l <0.0010 Bromodichloromethane mg/l <0.0010 Dibromomethane mg/l <0.0010 cis-1,3-Dichloropropene mg/l <0.0010 trans-1,3-Dichloropropene mg/l <0.0010 Toluene mg/l <0.024 <0.0010 1,1,2-Trichloroethane mg/l <0.0010 1,3-Dichloropropane mg/l <0.0010 Tetrachloroethene mg/l <0.0010 Dibromochloromethane mg/l <0.0010 1,2-Dibromoethane mg/l <0.0010 Chlorobenzene mg/l <0.0010 Ethylbenzene mg/l <0.0024 <0.0010 1,1,1,2-Tetrachloroethane mg/l <0.0010 m+p-Xylenes mg/l <0.0010 o-Xylene mg/l <0.0010 Styrene mg/l <0.0010 Bromoform mg/l <0.0010 Isopropylbenzene mg/l <0.0010


41

Units Groundwater1

MW09-357A MW09-357B MW09-359 MW09-359C 18-Aug-09 6-Oct-09 18-Aug-09 18-Aug-09 18-Aug-09

16:40 13:50 16:55 16:10 16:20 MAC AO L807491-21 L827533-11 L807491-22 L807491-24 L807491-25

1,1,2,2-Tetrachloroethane mg/l <0.0050 1,2,3-Trichloropropane mg/l <0.0020 n-Propylbenzene mg/l <0.0010 Bromobenzene mg/l <0.0010 1,3,5-Trimethylbenzene mg/l <0.0010 2-Chlorotoluene mg/l <0.0010 4-Chlorotoluene mg/l <0.0010 tert-Butylbenzene mg/l <0.0010 1,2,4-Trimethylbenzene mg/l <0.0010 sec-Butylbenzene mg/l <0.0010 p-Isopropyltoluene mg/l <0.0010 1,3-Dichlorobenzene mg/l <0.0010 1,4-Dichlorobenzene mg/l 0.005 <0.0010 n-Butylbenzene mg/l <0.0010 1,2-Dichlorobenzene mg/l 0.2 <0.0010 1,2-Dibromo-3-chloropropane mg/l <0.0010 1,2,4-Trichlorobenzene mg/l <0.0010 Hexachlorobutadiene mg/l <0.0010 Naphthalene mg/l <0.0010 1,2,3-Trichlorobenzene mg/l <0.0010 Glycol Screen Diethylene Glycol mg/l <10 <10 <10 <10 Ethylene Glycol mg/l <10 <10 <10 <10 Propylene Glycol mg/l <10 <10 <10 <10 Triethylene Glycol mg/l <10 <10 <10 <10 Herbicide Scan Clopyralid mg/l Dicamba mg/l 0.12 Mecoprop mg/l MCPA mg/l 2,4-D mg/l Bromoxynil mg/l 0.005 Trifluralin mg/l 0.045 Triclopyr mg/l Triallate mg/l 2,4,5-T mg/l Picloram mg/l 0.19 Fluazifop-p-butyl mg/l Diclofop-methyl mg/l 0.009 2,4-DB mg/l 2,4-DP (Dichlorprop) mg/l Dinoseb mg/l 0.01 Ethalfluralin mg/l MCPB mg/l Notes:




42

4. Summary and Conclusions 4.1 Summary of Baseline Groundwater Flow (Quantity) Several metres of low permeability clay glacial till covers low permeability claystone throughout the LSA and most of the RSA. Groundwater moves slowly to the southwest through both of these strata. Groundwater moves slowly downward in the LSA from the clay till to the claystone bedrock. It is likely that groundwater within the LSA also moves downward from the claystone to the deeper Paskapoo Formation sandstone bedrock which is used by local water supply wells for residences, farms and commercial operations to the north and east of the LSA. These water supply wells are up-gradient of the LSA and, therefore, are unlikely to be affected by future runway and airport activities.

4.2 Summary of Baseline Groundwater Quality Baseline groundwater quality sampling indicates that the natural groundwater within the clay till in the upper 4 to 10 m is a mineralized sodium - sulphate type. In the claystone bedrock below the till water quality is also a sodium - sulphate type, but the level of total dissolved solids generally decreases with depth. This is consistent with other observations in this region. At one location, shallow groundwater had elevated nitrate nitrogen concentrations that exceeded the Canadian Drinking Water Criteria, probably due to localized agricultural activities or local organic matter decay. Chloride concentrations were elevated above the Drinking Water Criteria in several monitoring wells screened in more permeable sand lenses within the clay till. These wells are located in close proximity to Barlow Trail and to each other. The elevated chloride levels may be related to use of de-icing salts on the road. Baseline groundwater quality testing found no evidence of contamination with petroleum or other manmade organic chemicals. Due to low permeability of the upper clay till soils, it seems unlikely that there would be any risk of movement of contaminated groundwater from potential up-gradient sources onto the LSA runway lands. The groundwater quality testing completed is considered to adequately define baseline water quality and no further water quality testing is required at this time. Future monitoring to assess any potential chemicals used in runway operations including chloride glycol de-icers, other de-icing salts or pesticides may be required during the operation stage of the project. No fuelling activities are planned for the runway area.


43

5. References Alberta Environment, 2009. Alberta Tier I Soil and Groundwater Remediation Guidelines. Edmonton, Alberta. February 2009. Bouwer, H. and R.C. Rice. 1976. A slug test method for determining hydraulic conductivity of unconfined aquifers with completely or partially penetrating wells, Water Resources Research, vol. 12, no. 3, pp. 423-428. Canadian Council of Ministers of the Environment. 2007. Canadian Soil Quality Guidelines for the Protection of Environmental and Human Health (CCME 2007). Domenico. P.A. and F.W. Schwartz. 1998. Physical and Chemical Hydrogeology. Wiley, New York. Freeze, R.A. and J.A. Cherry. 1979. Groundwater. Englewood Cliffs, New Jersey. 1979. Health Canada. 2008. Guidelines for Canadian Drinking Water Quality Summary Table. Federal-Provincial-Territorial Committee on Drinking Water of the Federal-Provincial-Territorial Committee on Health and the Environment. May 2008. Hvorslev, M.J. 1951. Time Lag and soil permeability in groundwater observations. US Army Corps Engrs. Waterways Exp. Sta. Bull. 36, Vicksburg, Miss. 1951. Hydrogeology of the Calgary-Golden Area, Alberta. Alberta Research Council Report 77-2. Moran, S.R. 1986. Surficial Geology of the Calgary Urban Area. Alberta Research Council, Bulletin No. 53. Ozoray, G.F, and R. Barnes. 1977. Hydrogeology of the Calgary-Golden Area, Alberta. Alberta Research Council Report 77-2. Surficial Geology of the Calgary Urban Area. Alberta Research Council, Bulletin No. 53, Alberta Research Council. Van Dijk, Tim and Hayashi Masaki. 2006. Depression-Focused Recharge and the Influence of Land Use in Calgary, Alberta, Canada. Sea to Sky Geotechnique 2006. UMA/AECOM. 2007. Geotechnical Report - Parallel Runway 16L-34R Feasibility Study, Calgary International Airport, Calgary, Alberta. Van der Kamp and Hayashi. 2009. Groundwater-Wetland Ecosystem Interaction in the Semiarid Glaciated Plains of North America. Hydrogeology Journal 17: p 203-214.


44

Statement of Qualifications and Limitations The attached Report (the “Report”) has been prepared by AECOM Canada Ltd. (“Consultant”) for the benefit of the client (“Client”) in accordance with the agreement between Consultant and Client, including the scope of work detailed therein (the “Agreement”). The information, data, recommendations and conclusions contained in the Report: • are subject to the scope, schedule, and other constraints and limitations in the Agreement and the

qualifications contained in the Report (the “Limitations”) • represent Consultant’s professional judgement in light of the Limitations and industry standards for

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Unless expressly stated to the contrary in the Report or the Agreement, Consultant: • shall not be responsible for any events or circumstances that may have occurred since the date on

which the Report was prepared or for any inaccuracies contained in information that was provided to Consultant

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Appendix A Borehole and Monitoring Well Data

Appendix A1 Borehole Logs for Groundwater Monitoring Wells

PT

CL

BR

TOPSOIL-organicsCLAY TILL-olive grey-moist-silty-trace sand-trace gravel, max 20 mm diameter, subangular-coal inclusions-rust inclusions-medium plastic

-alkaline inclusions-gravel, max 30 mm diameter

-damp-gravel, max 50 mm diameter

-wet

-moist to wet-sandy

BEDROCK-claystone-olive grey-moist-rust inclusions-coal inclusions-very hard-dark grey-dry-hardEOH @ 7.62 mWell completion details:BH diameter: 0.15 mPiezometer diameter: 0.050 m0.10 Screen (PVC)Stickup10/20 SandBentonite Chips

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1

LOGGED BY: JCLREVIEWED BY: RDPROJECT ENGINEER: Rob Dickin

COMPLETION DEPTH: 7.62 mCOMPLETION DATE: 8/6/09

1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE

BACKFILL TYPE BENTONITE SANDSLOUGH GROUT CUTTINGSGRAVEL

USC

SOIL

SYMB

OL

SHELBY TUBE NO RECOVERYGRAB

PROJECT: YYC-RDPLOCATION: Calgary, ABCONTRACTOR: All Service Drilling

SPLIT SPOON BULKSAMPLE TYPE

TESTHOLE NO: BH169PROJECT NO.: 2759-095-00ELEVATION (m):

CORE

CLIENT: Calgary Airport Authority

METHOD: Solid Stem Auger

PT

CL

BR

TOPSOIL-organics-blackCLAY TILL-light grey to olive grey-moist-trace sand-trace silt-trace gravel, max 60 mm diameter, subangular-rust inclusions-coal inclusions-alkaline inclusions-stiff-medium plastic-wet @ 1.2 m-dry @ 1.5 m

-silty

BEDROCK-claystone, weathered-light grey-silty-trace sand-trace gravel, max 70 mm diameter-very hard

-very hard drilling

EOH @ 7.01 mWell completion details:BH diameter 0.15 mPiezometer diameter: 0.050 m0.10 Screen (PVC)Stickup10/20 SandBentonite Chips

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE

BACKFILL TYPE BENTONITE SANDSLOUGH GROUT CUTTINGSGRAVELUS

C

SOIL

SYMB

OL





CORE


METHOD: Solid/Hollow Stem Auger

OR

CLSI

BR

ORGANICS

SILT-white to light grey-dry-trace clay-rust inclusions

BEDROCK-sandstone-light grey to olive grey-damp-fine grained

-moist-rust inclusions

EOH @ 7.62 mWell completion details:BH diameter 0.15 mPiezometer diameter: 0.050 m010 Screen (PVC)Stickup10/20 SandBentonite Chips

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL





CORE



PTSM

FI

CL

SA

TOPSOIL-organics-blackSAND TILL-light grey-trace gravel-trace silt-trace clayFILL-light brown-damp-trace clay-trace silt-rootlets-non-plasticCLAY TILL-light grey-damp-trace samd-trace silt-trace gravel-rust inclusions-alkaline inclusions-coal inclusions-low to medium plastic-stiffSAND-light grey to olive grey-moist-trace silt-fine grained-finer grained

-medium grained

-saturated (very wet, water accumulating in hole)-silty

-trace gravel, max 20 mm diameter

-silty-trace clay

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 2



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL





CORE



CL

CL

CI

CLAY TILL-light grey to olive grey-dry-some sand-trace silt-trace gravel, max 50 mm diameter-rust inclusions-low to medium plastic-olive grey-humid-trace coalCLAY-grey-damp to moist

-humid-some sand, fine to medium grained-trace gravel, max 30 mm diameter, subangular to rounded-contains trace pockets of olive grey clay from above

-dry-black, organic inclusions-hard

EOH @ 15.24 mWell completion details:BH diameter: 0.15 mPiezometer diameter: 0.050 m0.10 Screen (PVC)Stickup10/20 SandBentonite Chips

11

12

13

14

15

16

17

18

19

COMMENTS

20

SOIL DESCRIPTION

10

DEPT

H (m

)

DEPT

H (m

)

Page 2 of 2



11

12

13

14

15

16

17

18

19

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL





CORE



SLOT

TED

PIEZ

OMET

ER

SLOT

TED

PIEZ

OMET

ER

ML

SA

CL

SILT TILL-olive grey to light grey-moist-trace clay-trace gravel, max 90 mm diameter, subangular to angular

SAND-brown-moist-medium grained

-wet

-saturated from 3.8 m to 4.9 m

CLAY TILL-olive grey-moist-trace silt-trace gravel, max 50 mm diameter, subangular to rounded


1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

SAMP

LE #

SAMP

LE T

YPE


C

SOIL

SYMB

OL





CORE



PT

CL

TOPSOIL-organics-blackCLAY TILL-light grey-moist-trace silt-trace sand-trace gravel, max 30 mm diameter-rust inclusions-alkaline inclusions-medium plastic

-wet

-humid-sandy-trace gravel, max 80 mm diameter-very stiff

-wet

-saturated-wet-very hard-saturated


1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL





CORE



PT

CL

SA

CL

BR

TOPSOIL-brownCLAY TILL-olive grey-moist-rust inclusions-silty-trace gravel, max 50 mm diameter, subangular to rounded

SAND-brown-moist-medium grainedCLAY TILL-olive grey-moist-rust inclusions-trace silt-trace gravel, max 40 mm diameter, subangular to rounded

-some silt

-silty

BEDROCK-claystone, weathered-black-moist-trace silt-greyEOH @ 7.62 mWell completion details:BH diameter: 0.15 mPiezometer diameter: 0.050 m0.10 Screen (PVC)Stickup10/20 SandBentonite Chips

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

SAMP

LE #

SAMP

LE T

YPE

USC

SOIL

SYMB

OLSHELBY TUBE NO RECOVERYGRAB




CORE



PT

CLSI

CL

TOPSOIL-organics-black-rootletsSILT-light grey-dry-trace to some clay-trace sand-humid-trace gravel, max 35 mm diameter, subangular to rounded

CLAY TILL-light grey to olive grey-humid-trace silt-trace sand-trace gravel, max 35 mm diameter-rust inclusions-alkaline inclusions-very stiff-dry to humid-silty @ 3.65 m-coal inclusions

-very hard

-damp-some sand-trace gravel, max 40 mm diameter, subangular to rounded

-moist to wet-sandyEOH @ 8.23 mWell completion details:BH diameter: 0.15 mPiezometer diameter: 0.050 m0.10 Screen (PVC)Stickup10/20 SandBentonite Chips

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL





CORE



PT

CL

TOPSOIL-organics-black-rootletsCLAY TILL-light grey to olive grey-humid-silty-trace sand-trace gravel, max 45 mm diameter, subangular-rust inclusions-alkaline inclusions-coal inclusions-stiff-low plastic

-trace gravel, max 60 mm diameter, subangular to rounded-very stiff

-hard

-light grey-damp

-stiffEOH @ 7.62 mWell completion details:BH diameter: 0.15 mPiezometer diameter: 0.050 m0.10 Screen (PVC)Stickup10/20 SandBentonite Chips

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL





CORE



PT

CL

TOPSOIL-organicsCLAY TILL-light grey-silty-trace sand-trace gravel-alkaline inclusions-low plastic

-humid-trace coal-rust inclusions-very stiff-light grey to olive grey-some silt-some sand

-hard

-moist

-wet (8 cm of water in bottom of hole)EOH @ 7.62 mWell completion details:BH diameter: 0.15 mPiezometer diameter: 0.050 m0.10 Screen (PVC)Stickup10/20 SandBentonite Chips

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL





CORE



PT

CL

TOPSOILCLAY TILL-olive grey-damp-silty-trace gravel, max 50 mm diameter, subangular to rounded-rust inclusions-coal inclusions-alkaline inclusions

-moist

-wet

-dry

-stiff

-very hard

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 2



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL





CORE



CI

BR

CLAY TILL-light grey-moist-silty-trace sand-very stiff

BEDROCK-claystone, weathered-light grey-dry-very stiff-low plastic


11

12

13

14

15

16

17

18

19

COMMENTS

20

SOIL DESCRIPTION

10

DEPT

H (m

)

DEPT

H (m

)

Page 2 of 2



11

12

13

14

15

16

17

18

19

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL





CORE



SLOT

TED

PIEZ

OMET

ER

SLOT

TED

PIEZ

OMET

ER

PT

CL

TOPSOIL-organic-blackCLAY TILL-olive grey-damp-silty-trace gravel, max 60 mm diameter, angular to subangular-rust inclusions-coal inclusions-firm-light brown-small coal inclusions

-hard

-wet

-saturated

-olive grey-moist

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 2



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


C

SOIL

SYMB

OL





CORE



CL

BRBEDROCK-claystone, weathered-light grey-silty-dry-very hardEOH @ 12.19 mWell completion details:BH diameter: 0.15 mPiezometer diameter: 0.050 m0.10 Screen (PVC)Stickup10/20 SandBentonite Chips

11

12

13

14

15

16

17

18

19

COMMENTS

20

SOIL DESCRIPTION

10

DEPT

H (m

)

DEPT

H (m

)

Page 2 of 2



11

12

13

14

15

16

17

18

19

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


C

SOIL

SYMB

OL





CORE


METHOD: Solid Stem AugerSL

OTTE

DPI

EZOM

ETER

PT

CL

SA

CL

SA

TOPSOIL-black-organicsCLAY TILL-olive grey-moist-trace silt-trace gravel, max 60 mm diameter, rounded to subangular

SAND-brown-wet-medium grainedCLAY TILL-olive grey-dry-trace silt-trace gravel, max 60 mm diameter, rounded to subangular-silty-moist

-dry

-trace silt

-contains trace pockets of olive grey clay within till-moist

SAND-moist-fine grained-trace silt-trace clay

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 2



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

SAMP

LE #

SAMP

LE T

YPE


C

SOIL

SYMB

OL





CORE



SA

BR

-trace gravel, max 70 mm diameter, rounded to subangular-contains some pockets of olive grey clay within sand

BEDROCK-claystone, weathered-grey-dry

EOH @ 12.19 m~1.5 m of water in bottom of hole during well installationWell completion details:BH diameter: 0.15 mPiezometer diameter: 0.050 m0.10 Screen (PVC)Stickup10/20 SandBentonite Chips

11

12

13

14

15

16

17

18

19

COMMENTS

20

SOIL DESCRIPTION

10

DEPT

H (m

)

DEPT

H (m

)

Page 2 of 2



11

12

13

14

15

16

17

18

19

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

SAMP

LE #

SAMP

LE T

YPE


C

SOIL

SYMB

OL





CORE



OTTE

DPI

EZOM

ETER

PT

CL

BR

TOPSOILCLAY TILL-light brown-dry-silty-trace gravel, max 30 mm diameter, subangular-trace sand-rust inclusions

CLAYSTONE-light grey-dry-tace silt-rust inclusions-medium plastic-hard

-trace sand

-damp to moist

-dry-low plastic

EOH @ 7.62 mWell completion details:BH diameter: 0.15 mPiezometer diameter: 0.050 m0.10 Screen (PVC)Stick up10/20 SandBentonite Chips

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL


PROJECT: YYC-RDPLOCATION: Calgary, ABCONTRACTOR: All Service Drillling



CORE



CL

SM

BR

CLAY TILL-silty-trace sand-trace gravel, max 40 mm diameter, rounded to subrounded-low plastic

SAND TILL-light brown-fine grained-gravely-some silt-trace clay-non-plastic

BEDROCK-claystone-light grey-dry-silty-rust inclusions-low plastic-very hard

-olive grey-trace silt-light grey

-very hard drilling

EOH @ 7.62 mWell completion details:BH diameter: 0.15 mPiezometer diameter: 0.050 m010 Screen (PVC)Stickup10/20 SandBentonite Chips

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 1



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

Vapour Reading(ppm)

10 100

SAMP

LE #

SAMP

LE T

YPE


USC

SOIL

SYMB

OL





CORE



PT

CL

ML

TOPSOIL-black-organicsCLAY TILL-olive grey-dry-rust inclusions-alkaline inclusions-trace sand-trace gravel, max 30 mm diameter, subangular to rounded

-moist

SILT TILL-brown to olive grey-moist-sandy-some gravel, max 60 mm diameter, subangular to rounded

-hard

-wet-moist-some sand

-dry-very hard-trace clay

-dark grey-moist-hard-some clay

1

2

3

4

5

6

7

8

9

COMMENTS

10

SOIL DESCRIPTION

0

DEPT

H (m

)

DEPT

H (m

)

Page 1 of 2



1

2

3

4

5

6

7

8

9

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

SAMP

LE #

SAMP

LE T

YPE


C

SOIL

SYMB

OL




TESTHOLE NO: BHE370PROJECT NO.: 2759-095-00ELEVATION (m):

CORE



CL

CLAY-grey-moist-trace silt-trace gravel, max 40 mm diameter, subangular to rounded


11

12

13

14

15

16

17

18

19

COMMENTS

20

SOIL DESCRIPTION

10

DEPT

H (m

)

DEPT

H (m

)

Page 2 of 2



11

12

13

14

15

16

17

18

19

LOG

OF

TES

THO

LE 2

759-

095-

00-G

INTL

OG

S-E

NV

IRO

NM

EN

TAL-

2009

0617

.GP

J U

MA

.GD

T 7

/8/0

9

SAMP

LE #

SAMP

LE T

YPE


C

SOIL

SYMB

OL




TESTHOLE NO: BHE370PROJECT NO.: 2759-095-00ELEVATION (m):

CORE



OTTE

DPI

EZOM

ETER

Appendix A2 Soil Grain Size Analyses

GRAIN SIZE ANALYSISCLIENT :

PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 429 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 329 25,000 1 25.0 0% 100%

Moisture Content 20,000 3/4 20.0 0% 100%

Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 0% 100%

Tare 10,000 3/8 10.0 0% 100%

MC (%) 5,000 0.185 5.0 7.5 2% 97.7%

Passing

After Washing 2,000 0.0937 2.0 7.7 2% 97.7%

Wt. Dry+Tare 1,250 0.0469 1.25 9.7 3% 97.1%

Tare 630 0.0234 0.63 16.3 5% 95.1%

Wt. Dry 315 0.0116 0.315 26.8 8% 91.9%

Tare No. 160 0.0059 0.160 49.8 15% 84.9%

80 0.00295 0.080 90.6 28% 72.5%

PAN

Wt Dry+Tare 429.0 40 0.5 0.059 20 36 68.6%

Wt Tare 100.0 37 1 0.043 20 32 61.9%

Wt Dry 329.0 33 2 0.031 20 29 55.1%

Sample Size : 50 30 5 0.020 20 26 49.3%

Wt Retained 2 mm: 7.7 27 15 0.012 20 22 42.5%

% Passing 2 mm: 97.7% 25 30 0.009 20 20 38.7%

Specific Gravity : 2.70 23 60 0.006 20 18 34.8%

Hydrometer No.: 43-9856 20 120 0.004 20 16 30.0%

Solution (g/L) : 40 18 240 0.003 20 13 25.1%

16 1440 0.001 20 11 21.3%

15 2880 0.001 20 11 20.3%

15'

July 8, 2009

Calgary Airport Authority

2759-095-00

09-169

PERCENT

RETAINED

PERCENT FINER

THAN

Runway Development Program - Calgary Airport, Alberta

CK

SAMPLE:

DEPTH :

TECHNICIAN :

SIEVE NO. ( m)APPROX. INCHES mm

WEIGHT

RETAINED (g)

SIZE OF OPENING

REMARKS

REMARKSHYDROMETER DATA READING TIME (min) DIAMETER (mm) TEMP. (°C) CORR. READINGPERCENT FINER

THAN

TOTAL DRY WEIGHT OF SAMPLE

FORM: CAA Runway Hydro [email protected]

DATE: 08/07/2009

mailto:[email protected]


PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

15'

July 8, 2009


2759-095-00

09-169


CK

SAMPLE:

DEPTH :

TECHNICIAN :

SIZE OF OPENINGSIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N

aCobblesaGravel Sand

Coarse Fine Coarse Medium FineaSilt or Claya


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 295 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 195 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 0% 100%

Tare 10,000 3/8 10.0 0% 100%

MC (%) 5,000 0.185 5.0 0.5 0% 99.7%

Passing

After Washing 2,000 0.0937 2.0 0.7 0% 99.6%

Wt. Dry+Tare 1,250 0.0469 1.25 0.7 0% 99.6%

Tare 630 0.0234 0.63 1.1 1% 99.4%

Wt. Dry 315 0.0116 0.315 1.5 1% 99.2%

Tare No. 160 0.0059 0.160 2.7 1% 98.6%

80 0.00295 0.080 18.3 9% 90.6%

PAN

Wt Dry+Tare 295.0 45 0.5 0.057 20 41 79.9%

Wt Tare 100.0 40 1 0.042 20 35 69.1%

Wt Dry 195.0 34 2 0.031 20 30 58.2%

Sample Size : 50 30 5 0.020 20 25 49.3%

Wt Retained 2 mm: 0.7 25 15 0.012 20 20 39.5%

% Passing 2 mm: 99.6% 22 30 0.009 20 18 34.5%


Hydrometer No.: 43-9856 18 120 0.004 20 14 26.6%

Solution (g/L) : 40 16 240 0.003 20 12 22.7%

14 1440 0.001 20 9 17.8%

13 2880 0.001 20 9 16.8%

12.5'

July 8, 2009


2759-095-00

09-181

PERCENT

RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :


WEIGHT

RETAINED (g)

SIZE OF OPENING

REMARKS


THAN



DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

12.5'

July 8, 2009


2759-095-00

09-181


CK

SAMPLE:

DEPTH :

TECHNICIAN :


0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 466 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 366 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 15.9 4% 95.7%

Dry+Tare 12,500 1/2 12.5 15.9 4% 95.7%

Tare 10,000 3/8 10.0 19.3 5% 94.7%

MC (%) 5,000 0.185 5.0 31.0 8% 91.5%

Passing

After Washing 2,000 0.0937 2.0 34.6 9% 90.5%

Wt. Dry+Tare 1,250 0.0469 1.25 43.4 12% 88.1%

Tare 630 0.0234 0.63 55.8 15% 84.7%

Wt. Dry 315 0.0116 0.315 68.3 19% 81.3%

Tare No. 160 0.0059 0.160 95.4 26% 73.9%

80 0.00295 0.080 143.7 39% 60.7%

PAN

Wt Dry+Tare 466.0 37 0.5 0.061 20 33 58.3%

Wt Tare 100.0 33 1 0.045 20 28 50.2%

Wt Dry 366.0 29 2 0.032 20 24 43.0%

Sample Size : 50 25 5 0.021 20 21 36.8%

Wt Retained 2 mm: 34.6 22 15 0.012 20 18 31.4%

% Passing 2 mm: 90.5% 21 30 0.009 20 16 28.7%


Hydrometer No.: 43-9856 17 120 0.005 20 12 21.5%

Solution (g/L) : 40 15 240 0.003 20 11 18.8%

13 1440 0.001 20 8 14.3%

12 2880 0.001 20 8 13.4%

REMARKS


THAN

TOTAL DRY WEIGHT OF SAMPLE SIEVE NO. ( m)APPROX. INCHES mm

WEIGHT

RETAINED (g)

SIZE OF OPENINGPERCENT

RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

5.0'

July 8, 2009


2759-095-00

09-181


DATE: 10/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

5.0'

July 8, 2009


2759-095-00

09-181

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 10/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 365 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 265 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 0% 100%

Tare 10,000 3/8 10.0 0% 100%

MC (%) 5,000 0.185 5.0 2.7 1% 99.0%

Passing

After Washing 2,000 0.0937 2.0 3.1 1% 98.8%

Wt. Dry+Tare 1,250 0.0469 1.25 3.6 1% 98.6%

Tare 630 0.0234 0.63 4.7 2% 98.2%

Wt. Dry 315 0.0116 0.315 8.9 3% 96.6%

Tare No. 160 0.0059 0.160 23.2 9% 91.2%

75 0.00295 0.075 58.6 22% 77.8%

PAN

Wt Dry+Tare 364.5 41 0.5 0.059 20 37 71.4%

Wt Tare 100.0 36 1 0.043 20 32 61.6%

Wt Dry 264.5 32 2 0.032 20 27 52.8%

Sample Size : 50 28 5 0.021 20 24 46.0%

Wt Retained 2 mm: 3.1 25 15 0.012 20 20 39.1%

% Passing 2 mm: 98.8% 22 30 0.009 20 18 34.2%


Hydrometer No.: 43-9856 18 120 0.004 20 14 26.4%

Solution (g/L) : 40 17 240 0.003 20 12 23.5%

14 1440 0.001 20 10 18.6%

14 2880 0.001 20 9 17.6%

2.5'

June 29, 2009


2759-095-00

09-20

PERCENT

RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :


WEIGHT

RETAINED (g)

SIZE OF OPENING

REMARKS


THAN



DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

2.5'

June 29, 2009


2759-095-00

09-20


CK

SAMPLE:

DEPTH :

TECHNICIAN :


0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 433 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 333 25,000 1 25.0 0% 100.0%

Moisture Content 20,000 3/4 20.0 0% 100.0%

Wet + Tare 16,000 5/8 16.0 0% 100.0%

Dry+Tare 12,500 1/2 12.5 0% 100.0%

Tare 10,000 3/8 10.0 0% 100.0%

MC (%) 5,000 0.185 5.0 0.2 0% 99.9%

Passing

After Washing 2,000 0.0937 2.0 0.4 0% 99.9%

Wt. Dry+Tare 1,250 0.0469 1.25 0.7 0% 99.8%

Tare 630 0.0234 0.63 1.4 0% 99.6%

Wt. Dry 315 0.0116 0.315 45.4 14% 86.4%

Tare No. 160 0.0059 0.160 192.3 58% 42.3%

75 0.00295 0.075 250.2 75% 24.9%

PAN

Wt Dry+Tare 433.1 28 0.5 0.065 20 24 23.2%

Wt Tare 100.0 24 1 0.047 20 20 19.3%

Wt Dry 333.1 21 2 0.034 20 17 16.3%

Sample Size : 100 19 5 0.022 20 15 14.3%

Wt Retained 2 mm: 0.4 18 15 0.013 20 14 13.3%

% Passing 2 mm: 99.9% 17 30 0.009 20 12 11.9%


Hydrometer No.: 43-9856 15 120 0.005 20 10 9.9%

Solution (g/L) : 40 14 240 0.003 20 10 9.4%

12 1440 0.001 20 8 7.4%

12 2880 0.001 20 7 6.9%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

17.5'

June 28, 2009


2759-095-00

09-217


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

17.5'

June 28, 2009


2759-095-00

09-217

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 359 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 259 25,000 1 25.0 0% 100.0%


Wet + Tare 16,000 5/8 16.0 0% 100.0%

Dry+Tare 12,500 1/2 12.5 0% 100.0%

Tare 10,000 3/8 10.0 0% 100.0%

MC (%) 5,000 0.185 5.0 0% 100.0%

Passing

After Washing 2,000 0.0937 2.0 0.4 0% 99.8%

Wt. Dry+Tare 1,250 0.0469 1.25 0.7 0% 99.7%

Tare 630 0.0234 0.63 0.9 0% 99.6%

Wt. Dry 315 0.0116 0.315 39.3 15% 84.8%

Tare No. 160 0.0059 0.160 165.3 64% 36.2%

75 0.00295 0.075 201.6 78% 22.2%

PAN

Wt Dry+Tare 359.3 26 0.5 0.066 20 22 21.3%

Wt Tare 100.0 22 1 0.048 20 18 17.3%

Wt Dry 259.3 20 2 0.034 20 16 15.3%

Sample Size : 100 19 5 0.022 20 14 13.8%

Wt Retained 2 mm: 0.4 17 15 0.013 20 12 11.9%

% Passing 2 mm: 99.8% 16 30 0.009 20 11 10.9%


Hydrometer No.: 43-9856 14 120 0.005 20 10 9.4%

Solution (g/L) : 40 13 240 0.003 20 9 8.4%

11 1440 0.001 20 7 6.4%

11 2880 0.001 20 6 5.9%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

20'

June 23, 2009


2759-095-00

09-217


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

20'

June 23, 2009


2759-095-00

09-217

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 484 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 384 25,000 1 25.0 0% 100.0%


Wet + Tare 16,000 5/8 16.0 0% 100.0%

Dry+Tare 12,500 1/2 12.5 0% 100.0%

Tare 10,000 3/8 10.0 0% 100.0%

MC (%) 5,000 0.185 5.0 0.5 0% 99.9%

Passing

After Washing 2,000 0.0937 2.0 0.7 0% 99.8%

Wt. Dry+Tare 1,250 0.0469 1.25 1.1 0% 99.7%

Tare 630 0.0234 0.63 2.6 1% 99.3%

Wt. Dry 315 0.0116 0.315 32.9 9% 91.4%

Tare No. 160 0.0059 0.160 123.8 32% 67.7%

75 0.00295 0.075 237.0 62% 38.2%

PAN

Wt Dry+Tare 483.6 40 0.5 0.059 20 36 35.1%

Wt Tare 100.0 32 1 0.045 20 28 27.2%

Wt Dry 383.6 26 2 0.033 20 22 21.2%

Sample Size : 100 23 5 0.021 20 18 17.8%

Wt Retained 2 mm: 0.7 20 15 0.013 20 15 14.8%

% Passing 2 mm: 99.8% 18 30 0.009 20 14 13.3%


Hydrometer No.: 43-9856 16 120 0.005 20 11 10.9%

Solution (g/L) : 40 15 240 0.003 20 11 10.4%

12 1440 0.001 20 8 7.4%

12 2880 0.001 20 7 6.9%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

25'

June 28, 2009


2759-095-00

09-217


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

25'

June 28, 2009


2759-095-00

09-217

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 282 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 182 25,000 1 25.0 0% 100.0%


Wet + Tare 16,000 5/8 16.0 0% 100.0%

Dry+Tare 12,500 1/2 12.5 0% 100.0%

Tare 10,000 3/8 10.0 0% 100.0%

MC (%) 5,000 0.185 5.0 0% 100.0%

Passing

After Washing 2,000 0.0937 2.0 0.3 0% 99.8%

Wt. Dry+Tare 1,250 0.0469 1.25 0.5 0% 99.7%

Tare 630 0.0234 0.63 0.8 0% 99.5%

Wt. Dry 315 0.0116 0.315 43.2 24% 76.2%

Tare No. 160 0.0059 0.160 108.0 59% 40.5%

75 0.00295 0.075 134.3 74% 26.0%

PAN

Wt Dry+Tare 281.6 28 0.5 0.065 20 24 23.2%

Wt Tare 100.0 24 1 0.047 20 20 19.3%

Wt Dry 181.6 21 2 0.034 20 17 16.3%

Sample Size : 100 19 5 0.022 20 15 14.3%

Wt Retained 2 mm: 0.3 17 15 0.013 20 13 12.4%

% Passing 2 mm: 99.8% 16 30 0.009 20 12 11.4%


Hydrometer No.: 43-9856 14 120 0.005 20 9 8.9%

Solution (g/L) : 40 13 240 0.003 20 9 8.4%

11 1440 0.001 20 7 6.4%

11 2880 0.001 20 6 5.9%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

30'

June 28, 2009


2759-095-00

09-217


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

30'

June 28, 2009


2759-095-00

09-217

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 372 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 272 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 0% 100%

Tare 10,000 3/8 10.0 0% 100%

MC (%) 5,000 0.185 5.0 0% 100%

Passing

After Washing 2,000 0.0937 2.0 0% 100%

Wt. Dry+Tare 1,250 0.0469 1.25 0.5 0% 99.8%

Tare 630 0.0234 0.63 1.1 0% 99.6%

Wt. Dry 315 0.0116 0.315 5.4 2% 98.0%

Tare No. 160 0.0059 0.160 16.3 6% 94.0%

75 0.00295 0.075 27.8 10% 89.8%

PAN

Wt Dry+Tare 372.3 49 0.5 0.055 20 45 88.1%

Wt Tare 100.0 48 1 0.039 20 43 85.1%

Wt Dry 272.3 47 2 0.028 20 42 83.2%

Sample Size : 50 46 5 0.018 20 41 81.2%

Wt Retained 2 mm: 0 44 15 0.010 20 40 78.2%

% Passing 2 mm: 100.0% 42 30 0.008 20 37 73.3%


Hydrometer No.: 43-9856 35 120 0.004 20 31 60.4%

Solution (g/L) : 40 31 240 0.003 20 26 51.5%

21 1440 0.001 20 17 32.7%

19 2880 0.001 20 15 28.7%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

47.5'

June 30, 2009


2759-095-00

09-217


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

47.5'

June 30, 2009


2759-095-00

09-217

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 362 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 262 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 0% 100.0%

Tare 10,000 3/8 10.0 4.3 2% 98.4%

MC (%) 5,000 0.185 5.0 9.2 4% 96.5%

Passing

After Washing 2,000 0.0937 2.0 12.1 5% 95.4%

Wt. Dry+Tare 1,250 0.0469 1.25 15.2 6% 94.2%

Tare 630 0.0234 0.63 20.5 8% 92.2%

Wt. Dry 315 0.0116 0.315 29.9 11% 88.6%

Tare No. 160 0.0059 0.160 56.1 21% 78.6%

75 0.00295 0.075 93.9 36% 64.2%

PAN

Wt Dry+Tare 362.0 37 0.5 0.061 20 33 61.4%

Wt Tare 100.0 33 1 0.044 20 29 53.8%

Wt Dry 262.0 30 2 0.032 20 25 47.2%

Sample Size : 50 27 5 0.021 20 22 41.5%

Wt Retained 2 mm: 12.1 23 15 0.012 20 19 34.9%

% Passing 2 mm: 95.4% 21 30 0.009 20 17 31.2%


Hydrometer No.: 43-9856 17 120 0.005 20 13 23.6%

Solution (g/L) : 40 16 240 0.003 20 11 20.8%

13 1440 0.001 20 9 16.1%

13 2880 0.001 20 8 15.1%

17.5'

June 22, 2009


2759-095-00

09-232

PERCENT

RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :


WEIGHT

RETAINED (g)

SIZE OF OPENING

REMARKS


THAN



DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

17.5'

June 22, 2009


2759-095-00

09-232


CK

SAMPLE:

DEPTH :

TECHNICIAN :


0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 419 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 319 25,000 1 25.0 80.1 25% 74.9%

Moisture Content 20,000 3/4 20.0 80.1 25% 74.9%

Wet + Tare 16,000 5/8 16.0 87.3 27% 72.6%

Dry+Tare 12,500 1/2 12.5 87.3 27% 72.6%

Tare 10,000 3/8 10.0 99.0 31% 68.9%

MC (%) 5,000 0.185 5.0 104.0 33% 67.4%

Passing

After Washing 2,000 0.0937 2.0 107.4 34% 66.3%

Wt. Dry+Tare 1,250 0.0469 1.25 111.2 35% 65.1%

Tare 630 0.0234 0.63 118.9 37% 62.7%

Wt. Dry 315 0.0116 0.315 129.1 40% 59.5%

Tare No. 160 0.0059 0.160 154.6 48% 51.5%

75 0.00295 0.075 176.9 55% 44.5%

PAN

Wt Dry+Tare 419.0 38 0.5 0.060 20 34 44.0%

Wt Tare 100.0 35 1 0.044 20 31 40.1%

Wt Dry 319.0 32 2 0.032 20 28 36.1%

Sample Size : 50 29 5 0.020 20 25 32.2%

Wt Retained 2 mm: 107.4 26 15 0.012 20 21 27.6%

% Passing 2 mm: 66.3% 24 30 0.009 20 19 25.0%


Hydrometer No.: 43-9856 19 120 0.004 20 15 19.0%

Solution (g/L) : 40 17 240 0.003 20 12 15.8%

15 1440 0.001 20 10 13.1%

14 2880 0.001 20 10 12.5%

25'

June 23, 2009


2759-095-00

09-262

PERCENT

RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :


WEIGHT

RETAINED (g)

SIZE OF OPENING

REMARKS


THAN



DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

25'

June 23, 2009


2759-095-00

09-262


CK

SAMPLE:

DEPTH :

TECHNICIAN :


0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 401 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 301 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 0% 100%

Tare 10,000 3/8 10.0 2.6 1% 99.1%

MC (%) 5,000 0.185 5.0 6.8 2% 97.7%

Passing

After Washing 2,000 0.0937 2.0 7.7 3% 97.4%

Wt. Dry+Tare 1,250 0.0469 1.25 10.1 3% 96.6%

Tare 630 0.0234 0.63 14.9 5% 95.0%

Wt. Dry 315 0.0116 0.315 23.9 8% 92.0%

Tare No. 160 0.0059 0.160 44.4 15% 85.2%

75 0.00295 0.075 73.3 24% 75.6%

PAN

Wt Dry+Tare 400.8 42 0.5 0.058 20 38 72.3%

Wt Tare 100.0 39 1 0.042 20 35 66.6%

Wt Dry 300.8 36 2 0.031 20 32 60.8%

Sample Size : 50 34 5 0.020 20 30 56.9%

Wt Retained 2 mm: 7.7 31 15 0.012 20 27 51.1%

% Passing 2 mm: 97.4% 29 30 0.008 20 24 46.3%


Hydrometer No.: 43-9856 24 120 0.004 20 19 36.7%

Solution (g/L) : 40 22 240 0.003 20 18 33.8%

19 1440 0.001 20 15 28.0%

19 2880 0.001 20 14 27.0%

5.0'

June 29, 2009


2759-095-00

09-262

PERCENT

RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :


WEIGHT

RETAINED (g)

SIZE OF OPENING

REMARKS


THAN



DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

5.0'

June 29, 2009


2759-095-00

09-262


CK

SAMPLE:

DEPTH :

TECHNICIAN :


0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 459 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 359 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 0% 100.0%

Tare 10,000 3/8 10.0 2.1 1% 99.4%

MC (%) 5,000 0.185 5.0 5.6 2% 98.4%

Passing

After Washing 2,000 0.0937 2.0 8.3 2% 97.7%

Wt. Dry+Tare 1,250 0.0469 1.25 15.5 4% 95.7%

Tare 630 0.0234 0.63 25.5 7% 92.9%

Wt. Dry 315 0.0116 0.315 39.2 11% 89.1%

Tare No. 160 0.0059 0.160 67.2 19% 81.3%

80 0.00295 0.080 116.7 33% 67.5%

PAN

Wt Dry+Tare 458.9 37 0.5 0.061 20 32 61.9%

Wt Tare 100.0 33 1 0.045 20 28 54.2%

Wt Dry 358.9 30 2 0.032 20 25 48.4%

Sample Size : 50 26 5 0.021 20 22 41.6%

Wt Retained 2 mm: 8.3 22 15 0.012 20 18 33.8%

% Passing 2 mm: 97.7% 20 30 0.009 20 15 29.0%


Hydrometer No.: 43-9856 16 120 0.005 20 12 22.2%

Solution (g/L) : 40 14 240 0.003 20 9 17.4%

12 1440 0.001 20 7 13.5%

11 2880 0.001 20 7 12.6%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

20'

June 25, 2009


2759-095-00

09-295


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

20'

June 25, 2009


2759-095-00

09-295

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 446 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 346 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 10.8 3% 96.9%

Tare 10,000 3/8 10.0 12.2 4% 96.5%

MC (%) 5,000 0.185 5.0 27.7 8% 92.0%

Passing

After Washing 2,000 0.0937 2.0 29.4 8% 91.5%

Wt. Dry+Tare 1,250 0.0469 1.25 35.6 10% 89.7%

Tare 630 0.0234 0.63 43.9 13% 87.3%

Wt. Dry 315 0.0116 0.315 57.1 16% 83.5%

Tare No. 160 0.0059 0.160 86.2 25% 75.1%

75 0.00295 0.075 131.9 38% 61.9%

PAN

Wt Dry+Tare 446.3 37 0.5 0.061 20 33 58.9%

Wt Tare 100.0 34 1 0.044 20 29 52.5%

Wt Dry 346.3 30 2 0.032 20 26 46.2%

Sample Size : 50 27 5 0.021 20 22 39.9%

Wt Retained 2 mm: 29.4 24 15 0.012 20 19 34.4%

% Passing 2 mm: 91.5% 22 30 0.009 20 17 30.8%


Hydrometer No.: 43-9856 18 120 0.004 20 13 23.6%

Solution (g/L) : 40 16 240 0.003 20 12 20.8%

13 1440 0.001 20 9 15.4%

13 2880 0.001 20 8 14.5%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

22.5'

June 30, 2009


2759-095-00

09-316


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

22.5'

June 30, 2009


2759-095-00

09-316

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 416 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 316 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 3.0 1% 99.1%

Tare 10,000 3/8 10.0 3.0 1% 99.1%

MC (%) 5,000 0.185 5.0 8.2 3% 97.4%

Passing

After Washing 2,000 0.0937 2.0 10.5 3% 96.7%

Wt. Dry+Tare 1,250 0.0469 1.25 13.0 4% 95.9%

Tare 630 0.0234 0.63 17.5 6% 94.5%

Wt. Dry 315 0.0116 0.315 26.3 8% 91.7%

Tare No. 160 0.0059 0.160 49.1 16% 84.5%

80 0.00295 0.080 88.3 28% 72.1%

PAN

Wt Dry+Tare 416.2 40 0.5 0.060 20 35 67.0%

Wt Tare 100.0 36 1 0.043 20 32 60.3%

Wt Dry 316.2 33 2 0.031 20 28 53.6%

Sample Size : 50 30 5 0.020 20 25 47.9%

Wt Retained 2 mm: 10.5 26 15 0.012 20 22 41.2%

% Passing 2 mm: 96.7% 23 30 0.009 20 19 35.4%


Hydrometer No.: 43-9856 20 120 0.004 20 15 28.7%

Solution (g/L) : 40 17 240 0.003 20 13 23.9%

15 1440 0.001 20 10 19.1%

14 2880 0.001 20 10 18.2%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

20'

June 25, 2009


2759-095-00

09-357


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

20'

June 25, 2009


2759-095-00

09-357

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 403 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 303 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 0% 100.0%

Tare 10,000 3/8 10.0 0% 100.0%

MC (%) 5,000 0.185 5.0 0% 100.0%

Passing

After Washing 2,000 0.0937 2.0 0% 100.0%

Wt. Dry+Tare 1,250 0.0469 1.25 0.0 0% 100.0%

Tare 630 0.0234 0.63 0.6 0% 99.8%

Wt. Dry 315 0.0116 0.315 1.8 1% 99.4%

Tare No. 160 0.0059 0.160 4.8 2% 98.4%

80 0.00295 0.080 10.3 3% 96.6%

PAN

Wt Dry+Tare 150.0 53 0.5 0.052 20 49 96.0%

Wt Tare 100.0 52 1 0.037 20 48 94.1%

Wt Dry 50.0 51 2 0.027 20 47 92.1%

Sample Size : 50 50 5 0.017 20 46 90.1%

Wt Retained 2 mm: 0 45 15 0.010 20 41 80.2%

% Passing 2 mm: 100.0% 41 30 0.008 20 36 71.3%


Hydrometer No.: 43-9856 31 120 0.004 20 27 52.5%

Solution (g/L) : 40 27 240 0.003 20 23 44.6%

20 1440 0.001 20 15 29.7%

18 2880 0.001 20 14 26.7%

42.5'

June 25, 2009


2759-095-00

09-357

PERCENT

RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :


WEIGHT

RETAINED (g)

SIZE OF OPENING

REMARKS


THAN



DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

42.5'

June 25, 2009


2759-095-00

09-357


CK

SAMPLE:

DEPTH :

TECHNICIAN :


0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 441 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 341 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 9.8 3% 97.1%

Dry+Tare 12,500 1/2 12.5 9.8 3% 97.1%

Tare 10,000 3/8 10.0 16.9 5% 95.0%

MC (%) 5,000 0.185 5.0 19.6 6% 94.2%

Passing

After Washing 2,000 0.0937 2.0 21.1 6% 93.8%

Wt. Dry+Tare 1,250 0.0469 1.25 25.2 7% 92.6%

Tare 630 0.0234 0.63 30.6 9% 91.0%

Wt. Dry 315 0.0116 0.315 39.5 12% 88.4%

Tare No. 160 0.0059 0.160 63.3 19% 81.4%

75 0.00295 0.075 104.9 31% 69.2%

PAN

Wt Dry+Tare 440.5 40 0.5 0.059 20 36 65.9%

Wt Tare 100.0 36 1 0.043 20 32 58.5%

Wt Dry 340.5 33 2 0.031 20 28 52.0%

Sample Size : 50 29 5 0.020 20 24 44.6%

Wt Retained 2 mm: 21.1 24 15 0.012 20 20 36.2%

% Passing 2 mm: 93.8% 22 30 0.009 20 18 32.5%


Hydrometer No.: 43-9856 18 120 0.004 20 14 25.1%

Solution (g/L) : 40 17 240 0.003 20 12 22.3%

14 1440 0.001 20 9 16.7%

13 2880 0.001 20 9 15.8%

25'

June 29, 2009


2759-095-00

09-359

PERCENT

RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :


WEIGHT

RETAINED (g)

SIZE OF OPENING

REMARKS


THAN



DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

25'

June 29, 2009


2759-095-00

09-359


CK

SAMPLE:

DEPTH :

TECHNICIAN :


0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 367 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 267 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 0% 100%

Dry+Tare 12,500 1/2 12.5 0% 100%

Tare 10,000 3/8 10.0 0% 100%

MC (%) 5,000 0.185 5.0 1.6 1% 99.4%

Passing

After Washing 2,000 0.0937 2.0 2.4 1% 99.1%

Wt. Dry+Tare 1,250 0.0469 1.25 3.5 1% 98.7%

Tare 630 0.0234 0.63 7.2 3% 97.3%

Wt. Dry 315 0.0116 0.315 11.5 4% 95.7%

Tare No. 160 0.0059 0.160 23.2 9% 91.3%

75 0.00295 0.075 53.7 20% 79.9%

PAN

Wt Dry+Tare 367.0 42 0.5 0.058 20 38 73.6%

Wt Tare 100.0 37 1 0.043 20 32 62.8%

Wt Dry 267.0 33 2 0.031 20 28 54.9%

Sample Size : 50 29 5 0.020 20 24 47.1%

Wt Retained 2 mm: 2.4 25 15 0.012 20 20 39.2%

% Passing 2 mm: 99.1% 23 30 0.009 20 18 35.3%


Hydrometer No.: 43-9856 19 120 0.004 20 14 27.5%

Solution (g/L) : 40 16 240 0.003 20 11 21.6%

13 1440 0.001 20 9 16.7%

13 2880 0.001 20 8 15.7%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

10'

June 30, 2009


2759-095-00

09-88


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

10'

June 30, 2009


2759-095-00

09-88

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 541 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 441 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 38.0 9% 91.4%

Dry+Tare 12,500 1/2 12.5 38.0 9% 91.4%

Tare 10,000 3/8 10.0 41.4 9% 90.6%

MC (%) 5,000 0.185 5.0 47.1 11% 89.3%

Passing

After Washing 2,000 0.0937 2.0 48.7 11% 89.0%

Wt. Dry+Tare 1,250 0.0469 1.25 54.0 12% 87.8%

Tare 630 0.0234 0.63 60.2 14% 86.4%

Wt. Dry 315 0.0116 0.315 69.9 16% 84.2%

Tare No. 160 0.0059 0.160 93.7 21% 78.8%

75 0.00295 0.075 143.1 32% 67.6%

PAN

Wt Dry+Tare 541.3 41 0.5 0.059 20 37 64.3%

Wt Tare 100.0 37 1 0.043 20 33 57.2%

Wt Dry 441.3 33 2 0.031 20 29 50.2%

Sample Size : 50 29 5 0.020 20 25 43.2%

Wt Retained 2 mm: 48.7 24 15 0.012 20 20 34.3%

% Passing 2 mm: 89.0% 22 30 0.009 20 18 30.8%


Hydrometer No.: 43-9856 18 120 0.004 20 13 22.9%

Solution (g/L) : 40 16 240 0.003 20 12 20.3%

13 1440 0.001 20 9 15.0%

13 2880 0.001 20 8 14.1%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

7.5'

June 29, 2009


2759-095-00

09-88


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

7.5'

June 29, 2009


2759-095-00

09-88

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

Before Washing 150,000 6 150.0 0% 100%

Wet + Tare 75,000 3 75.0 0% 100%

Dry+Tare 443 50,000 2 50.0 0% 100%

Tare 100 40,000 1 1/2 40.0 0% 100%

Wt. Dry 343 25,000 1 25.0 0% 100%


Wet + Tare 16,000 5/8 16.0 20.2 6% 94.1%

Dry+Tare 12,500 1/2 12.5 30.3 9% 91.2%

Tare 10,000 3/8 10.0 48.5 14% 85.9%

MC (%) 5,000 0.185 5.0 75.6 22% 78.0%

Passing

After Washing 2,000 0.0937 2.0 88.0 26% 74.4%

Wt. Dry+Tare 1,250 0.0469 1.25 103.1 30% 70.0%

Tare 630 0.0234 0.63 129.2 38% 62.4%

Wt. Dry 315 0.0116 0.315 158.0 46% 54.0%

Tare No. 160 0.0059 0.160 184.1 54% 46.4%

75 0.00295 0.075 215.7 63% 37.2%

PAN

Wt Dry+Tare 443.2 30 0.5 0.064 20 25 36.8%

Wt Tare 100.0 28 1 0.046 20 24 34.6%

Wt Dry 343.2 27 2 0.033 20 23 33.1%

Sample Size : 50 26 5 0.021 20 22 31.7%

Wt Retained 2 mm: 88 24 15 0.012 20 20 28.7%

% Passing 2 mm: 74.4% 22 30 0.009 20 17 25.0%


Hydrometer No.: 43-9856 18 120 0.004 20 14 19.9%

Solution (g/L) : 40 17 240 0.003 20 12 17.7%

13 1440 0.001 20 9 12.5%

13 2880 0.001 20 8 11.8%

REMARKS


THAN


WEIGHT

RETAINED (g)


RETAINED

PERCENT FINER

THAN


CK

SAMPLE:

DEPTH :

TECHNICIAN :

7.5'

June 30, 2009


2759-095-00

09-91


DATE: 08/07/2009



PROJECT :

JOB No. :

LOCATION :

BOREHOLE:

DATE :

SIZE OF OPENING


CK

SAMPLE:

DEPTH :

TECHNICIAN :

7.5'

June 30, 2009


2759-095-00

09-91

SIEVE SIZE (mm)

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.0

01

0.0

1

0.1

110

10

0

10

00

% F

INE

R T

HA

N




DATE: 08/07/2009


Appendix A3 Monitoring Well Coordinates and Construction Details

Appendix A3: Monitoring Well Coordinates and Construction Details

Calgary Airport, CAA YYC-RDP

Top of Casing

Elevation

Top of Pipe

Elevation

Ground

Elevation

Top of Screen

Elevation

Bottom of Screen

Elevation

Length of

Screen

(m asl) (m asl) (m asl) (m asl) (m asl) (m) Bouwer & Rice Hvorslev

MW09-20A 5668259.862 429.846 1094.182 1094.119 1093.328 1090.28 1088.756 1.5 Sandstone

MW09-20B 5668258.508 429.929 1094.161 1094.048 1093.29 1087.194 1085.67 1.5 Sandstone 2.40E-08 1.10E-07

MW09-88A 5667557.816 919.845 1094.226 1094.138 1093.37 1091.2364 1089.7124 1.5 Clay Till

MW09-88B 5667558.469 918.884 1094.245 1094.161 1093.397 1087.301 1085.777 1.5 Claystone 1.20E-07 2.20E-07

MW09-91A 5667486.994 337.204 1095.469 1095.354 1094.556 1091.508 1089.984 1.5 Sand/Claystone

MW09-91B 5667487.207 336.13 1095.453 1095.387 1094.585 1088.489 1086.965 1.5 Claystone

MW09-169A 5666408.654 917.435 1090.949 1090.884 1090.18 1088.656 1087.132 1.5 Clay Till

MW09-169B 5666408.383 918.593 1090.995 1090.929 1090.178 1085.606 1084.082 1.5 Clay Till 4.40E-07 7.80E-07

MW09-232A 5665356.956 918.899 1086.864 1086.777 1085.959 1083.8254 1082.3014 1.5 Clay Till

MW09-232B 5665358.209 918.436 1086.824 1086.717 1085.915 1081.0382 1079.5142 1.5 Clay Till 7.20E-07 7.90E-08

MW09-295A 5664308.601 919.839 1085.356 1085.297 1084.376 1081.328 1079.804 1.5 Clay Till

MW09-295B 5664308.445 918.605 1085.342 1085.27 1084.344 1078.248 1076.724 1.5 Clay Till 1.80E-08 3.00E-08

MW09-316A 5663859.277 317.628 1084.808 1084.69 1083.857 1080.809 1079.285 1.5 Clay Till

MW09-316B 5663858.897 318.784 1084.744 1084.609 1083.808 1077.712 1076.188 1.5 Clay Till 2.30E-07 2.90E-07

MW09-262A 5664757.893 319.468 1087.51 1087.417 1086.552 1085.028 1083.504 1.5 Silt/Clay Till

MW09-262B 5664758.353 318.716 1087.558 1087.472 1086.585 1079.8794 1078.3554 1.5 Clay Till

MW09-226 5665356.88 317.528 1089.883 1089.773 1089.11 1087.2812 1084.2332 3.0 Sand

MW09-217A 5665507.812 318.3 1092.561 1092.463 1091.7 1084.9944 1081.9464 3.0 Sand 3.20E-06 5.60E-06

MW09-217B 5665508.595 318.85 1092.521 1092.468 1091.667 1078.2558 1076.7318 1.5 Clay Till 1.30E-06 2.30E-06

MW09-363 5665582.931 321.071 1090.552 1090.436 1089.543 1080.399 1078.875 1.5 Sand 2.20E-08 7.20E-07

MW09-E370 5665519.587 272.054 1090.045 1089.935 1089.143 1085.4854 1082.4374 3.0 Silt Till

MW09-181 5666108.461 318.817 1088.295 1088.227 1087.395 1081.9086 1080.3846 1.5 Claystone

UMA07-08 5666111.821 250.532 1088.96 1088.807 1087.843 1086.319 1083.271 3.0 Sand

UMA07-07 5665798.197 274.913 1088.749 1088.582 1087.513 1085.989 1084.465 1.5 Clay Till

MW09-357A 5665582.594 -280.338 1084.922 1084.831 1083.964 1079.392 1076.344 3.0 Clay Till

MW09-357B 5665583.261 -281.388 1084.907 1084.831 1083.952 1074.1984 1071.1504 3.0 Clay Till 5.30E-08 9.60E-08

MW09-359 5665583.342 -80.283 1087.112 1087.041 1086.183 1079.4774 1076.4294 3.0 Clay Till 6.80E-07 1.10E-06

Estimated Hydraulic

Conductivity (m/s)Well Location X coordinateY

coordinateScreened Geology

Appendix A4 Groundwater Elevations

Appendix A4: Groundwater Elevations

Calgary Airport, CAA YYC-RDP

TOP of PVC Ground Elevation Depth to Water Elevation

(masl) (masl) (m bPVC) (masl)

24-Jun-09 Dry ---

17-Aug-09 Dry ---

05-Oct-09 Dry ---

24-Jun-09 6.54 1087.508

17-Aug-09 6.161 1087.887

05-Oct-09 6.28 1087.768

24-Jun-09 Dry ---

17-Aug-09 Dry ---

05-Oct-09 Dry ---

24-Jun-09 6.809 1087.352

17-Aug-09 6.805 1087.356

05-Oct-09 6.86 1087.301

24-Jun-09 Dry ---

17-Aug-09 Dry ---

05-Oct-09 Dry ---

24-Jun-09 Dry ---

17-Aug-09 Dry ---

05-Oct-09 Dry ---

24-Jun-09 2.33 1088.554

17-Aug-09 2.485 1088.399

05-Oct-09 3.11 1087.774

24-Jun-09 2.197 1088.732

17-Aug-09 2.533 1088.396

05-Oct-09 3.18 1087.749

24-Jun-09 1.371 1085.406

17-Aug-09 1.201 1085.576

05-Oct-09 1.282 1085.495

24-Jun-09 1.307 1085.41

17-Aug-09 1.158 1085.559

05-Oct-09 1.805 1084.912

24-Jun-09 4.33 1080.967

17-Aug-09 4.311 1080.986

05-Oct-09 4.495 1080.802

24-Jun-09 4.286 1080.984

17-Aug-09 4.339 1080.931

05-Oct-09 4.505 1080.765

24-Jun-09 5.302 1079.388

17-Aug-09 5.28 1079.41

05-Oct-09 Dry ---

24-Jun-09 5.246 1079.363

17-Aug-09 5.24 1079.369

05-Oct-09 5.454 1079.155

24-Jun-09 Dry ---

17-Aug-09 Dry ---

05-Oct-09 Dry ---

24-Jun-09 6.921 1080.551

17-Aug-09 7 1080.472

05-Oct-09 7.22 1080.252

17-Aug-09 3.663 1086.11

05-Oct-09 3.732 1086.041

24-Jun-09 5.301 1087.162

17-Aug-09 5.2 1087.263

05-Oct-09 5.41 1087.053

24-Jun-09 6.769 1085.699

17-Aug-09 6.62 1085.848

05-Oct-09 6.82 1085.648

17-Aug-09 4.69 1085.746

05-Oct-09 4.89 1085.546

17-Aug-09 4.72 1085.215

05-Oct-09 4.885 1085.05

24-Jun-09 1.288 1086.939

17-Aug-09 1.495 1086.732

05-Oct-09 1.905 1086.322

17-Aug-09 2.55 1086.257

05-Oct-09 2.84 1085.967

17-Aug-09 2.625 1085.957

05-Oct-09 3.095 1085.487

24-Jun-09 3.923 1080.908

17-Aug-09 3.812 1081.019

05-Oct-09 3.69 1081.141

24-Jun-09 3.936 1080.895

17-Aug-09 3.813 1081.018

05-Oct-09 3.915 1080.916

24-Jun-09 3.438 1083.603

17-Aug-09 3.7 1083.341

05-Oct-09 3.925 1083.116

1079.8041084.3761085.297

1082.30141085.9591086.777

1079.51421085.9151086.717

1087.1321090.181090.884

1084.0821090.1781090.929

1089.9841094.5561095.354

1086.9651094.5851095.387

1094.138 1093.37 1089.7124

1094.161 1093.397 1085.777

MW09-E370 Silt Till

MW09-363 Sand

1094.119 1093.328

MW09-88B Claystone

MW09-91A Sand/Claystone

1088.756

1094.048 1093.29MW09-20B Sandstone

MW09-88A Clay Till

SandstoneMW09-20A

1085.67

MW09-91B Claystone

MW09-169A Clay Till

MW09-169B Clay Till

MW09-232A Clay Till

MW09-232B Clay Till

MW09-295A Clay Till

MW09-295B Clay Till

MW09-316A Clay Till

MW09-316B Clay Till

MW09-262A Silt/Clay Till

MW09-217B Clay Till

MW09-262B Clay Till

MW09-226 Sand

MW09-217A Sand

MW09-181 Claystone

UMA07-08 Sand

UMA07-07 Clay Till

MW09-357A Clay Till

MW09-357B Clay Till

MW09-359 Clay Till

1076.7241084.3441085.27

1079.2851083.8571084.69

1076.1881083.8081084.609

1083.5041086.5521087.417

1078.35541086.5851087.472

1084.23321089.111089.773

1081.94641091.71092.463

1076.73181091.6671092.468

1083.2711087.8431088.807

1078.8751089.5431090.436

1082.43741089.1431089.935

1076.42941086.1831087.041

1084.4651087.5131088.582

1076.3441083.9641084.831

Well LocationScreened

Geology

Bottom of Screen

Elevation (masl)

Monitoring

Date

1071.15041083.9521084.831

1080.38461087.3951088.227

Appendix B Alberta Environment Water Well Data

Appendix B1 RSA Water Well DVD Information and Statistics

Appendix B1 – RSA Water Well DVD Information and Statistics

Well ID # Completion Date LSD Section Twp Range Meridian Well Owner Name Well Depth Static LevelPerforation

Top

Perforation

Bottom

Screen

Top

Screen

Bottom

Test

Yield

Test Yield

Normalized

0408656 00 01 025 01 5 KART GARDENS 0 0 0 0 0

0408662 18-Jun-88 NE 02 025 01 5 BREAKENRIDGE, RICHARD L. 183 140 143 183 0 0 25 25

0408661 21-Mar-87 NE 02 025 01 5 SUNDERLAND, B. 177 130 127 177 0 0 15 15

0408660 26-Apr-86 NE 02 025 01 5 KILOTAITIS, J. 165 50 125 165 0 0 35 35

0408659 04-Jun-86 NE 02 025 01 5 MCLAREN, RICHARD 258 195 198 258 0 0 10 10

0408658 01-Oct-84 NE 02 025 01 5 LEES, DOUG 155 115 120 151 0 0 18 18

0408657 01-Aug-58 SE 02 025 01 5 P&B FEEDERS 105 69 0 0 0 0 20 20

0469220 18-Oct-97 15 02 025 01 5 GRANT, CHERYL 262 192.7 190 230 0 0 12.2 12.2

0408664 25-Mar-86 NE 03 025 01 5 DELTEX WINDPUMPS CORP 97 14.7 30 75 0 0 6 6

0408663 SE 03 025 01 5 STOWLL, K.G. 320 270 0 0 0 0

0408666 12-May-70 NE 11 025 01 5 TOMPKINS, BRAD 110 0 0 0 0 0 1.5 1.5

0475497 25-Nov-81 11 13 025 01 5 MIDWEST WATER WELLS 240 100 0 0 0 0 2 2

0475496 09-Nov-81 11 13 025 01 5 MIDWEST WATER WELLS#CAMP WELL 55 15 0 0 0 0 20 20

0475495 06-Dec-79 11 13 025 01 5 AQUITAINE CAN#SP131 0 0 0 0 0

0408668 10-Oct-83 NE 13 025 01 5 KART GARDEN RACE TRACK 250 34.5 180 250 0 0 10 10

0408667 NE 13 025 01 5 SPARKS, G. 150 35 0 0 0 0

0341334 29-May-00 NE 14 025 01 5 GRAHAM CONSTR#1 100 0 0 0 0

0341319 07-Apr-00 16 14 025 01 5 BILBEN, G. #4004 195 70.7 115 155 0 0 5 5

0341217 18-Jul-02 NE 14 025 01 5 ACQUEST (TOMASSON, GARRY) 0 0 0 0 0

0341216 05-Jul-02 NE 14 025 01 5 ACQUEST (TOMASSON, GARRY) 180 0 0 0 0

0341215 02-Jul-02 15 14 025 01 5 TOMASSON, GARRY 180 79 0 0 0 0

0341214 06-Jul-02 NE 14 025 01 5 ACQUEST (TOMASSON, G.) 160 0 0 0 0

0408672 NW 15 025 01 5 MCMAHON, J. 200 40 0 0 0 0

0408671 19-Jun-76 SW 15 025 01 5 SOUTHERN, MIKE 137 36 40 131 0 0 4 4

0408670 01-May-71 SW 15 025 01 5 FLACKY, J. 150 50 0 0 0 0 7 7

0408669 26-Jul-73 SW 15 025 01 5 PRAIRIE LANDS DEV LTD 90 0 60 85 0 0 10 10

0408695 04 24 025 01 5 BILBEN, GRANT 90 0 0 0 0

0357259 08-May-91 SE 24 025 01 5 DZIEMCZYK, EMANUEL 120 31 80 120 0 0 5 5

0372338 03-Nov-93 SE 24 025 01 5 ELAN CONSTR LTD 120 18 60 100 0 0 12 12

0408689 SE 24 025 01 5 KEYLOCK, M. 40 0 0 0 0

0408690 26-Feb-63 SE 24 025 01 5 MACDONALD, R.R. 135 20 0 0 0 0 20 20

0408691 SE 24 025 01 5 KEYLOCK, M.L. 145 45 0 0 0 0

0408692 01-Oct-71 SE 24 025 01 5 BAXTER, ROY 150 6 0 0 0 0 2 2

0353526 24-Nov-90 SE 24 025 01 5 DZIEMCZYK, EMANUEL 120 30 39 59 0 0 15 15

0408694 SE 24 025 01 5 MARSH, KERRY 0 0 0 0 0

1020936 16-Dec-02 SE 24 025 01 5 LEDCOR DESIGN BUILD 120 30

0408696 08-Jul-85 SW 24 025 01 5 BILBEN FARMS 179 45 82 99 0 0 20 20

0408697 08-Jul-85 04 24 025 01 5 BILBEN FARMS 200 50 85 100 0 0 4 4

0408698 15-May-83 NW 24 025 01 5 BILBEN, BOB 210 60 180 200 0 0 8 8

0408699 NE 24 025 01 5 ANDERSON, C.G. 210 38 180 210 0 0 10 10

1020934 SE 24 025 01 5 LEDCOR DESIGN BULD 120 18

1020935 16-Dec-02 SE 24 025 01 5 LEDCOR DESIGN BUILD

0408693 29-Aug-80 SE 24 025 01 5 BUDGET RENT A CAR 157 36.5 50 130 0 0 30 30

1125026 27-Jun-06 12 25 025 01 5 UNAVAILABLE 67.5

0467800 07-Aug-07 SE 25 025 01 5 CITY OF CALGARY 49.5

0498388 28-Apr-01 EH 25 025 01 5 ABERHAMSON, AL 192 49 172 192 0 0 15 15

0467800 25-Aug-97 SE 25 025 01 5 SPRUCE LANE FARMS LTD 240 48 121 157 0 0 2.8 2.8

0408700 01-Mar-71 04 25 025 01 5 BLAIR, GORDON 150 14 0 0 0 0 8 8

0408702 22-Aug-75 08 26 025 01 5 BAR OW RANCH #HOUSE WELL 165 85 120 161 0 0 5.5 5.5

0408701 12-Sep-75 01 26 025 01 5 BAR OW RANCH #OFFICE WELL 245 160 242 0 0

0388053 21-May-59 NE 36 025 01 5 EKMAN, D.G. 175 58 0 0 0 0 15 15

0353512 18-Oct-90 NE 36 025 01 5 BEAVER DAM FLATS,HARDY BBT LTD 33 20 0 0 23 28 10 10

0388043 13-Nov-61 SE 36 025 01 5 BEETON, L. 85 18 0 0 0 0 22 22

0388044 17-Apr-62 SE 36 025 01 5 FARCH, F.N. 55 22 0 0 0 0 4 4

0388045 SE 36 025 01 5 SAYER, R. 180 20 0 0 0 0

0388047 SE 36 025 01 5 SAYER, BOB 124 40 0 0 0 0

0388048 20-Sep-67 SE 36 025 01 5 SAYER, BOB 70 50 70 0 0

0388049 SE 36 025 01 5 MILLOTT, E.R. 170 30 0 0 0 0

0388050 SW 36 025 01 5 LITKE 50 30 0 0 0 0

0353415 NE 36 025 01 5 TWETEN, LEN 100 0 0 0 0

0388053 21-May-59 NE 36 025 01 5 EKMAN, D.G. 175 26 0 0 0 0 2 2

0388044 SE 36 025 01 5 ALBERTA INFRASTRUCTURE 55

0388057 05-Jul-74 NE 36 025 01 5 AKKERMAN, CHRIS #2 80 50 0 0 0 0 15 15

0388058 06-Oct-88 NE 36 025 01 5 ACKERMAN, EVA 95 35 75 95 0 0 15 15

0388059 16-Apr-59 NE 36 025 01 5 GRENIER, A.M. 57 31 0 0 0 0 12 12

0390481 NE 36 025 01 5 BROWN, ART 80 36 0 0 0 0 12 12

1125001 SE 36 025 01 5 45

1125002 NE 36 025 01 5 95



0388051 NE 36 025 01 5 BROWN, A.W. 130 0 0 0 0

0399933 SW 23 024 01 5 CALGARY GENERAL HOSPITAL 60 27 0 0 0 0 13 13

0399934 26-Jul-57 00 24 024 01 5 80 16 0 0 0 0 15 15

0378801 16-Dec-65 NE 24 024 01 5 KNEESHAW, A. 227 170 0 0 0 0

0399935 29-Sep-75 SE 27 024 01 5 ROCKY VIEW #44 120 70 0 0 0 0 20 20

0399946 01-Nov-58 00 35 024 01 5 CALGARY GUN CLUB 62 0 0 0 0

0399945 01-Nov-58 00 35 024 01 5 CALGARY GUN CLUB #HOLE 1 351 0 0 0 0

0399947 21-Jul-75 NE 36 024 01 5 ALBERTA LIVESTOCK CO #8 190 18 135 190 0 0 6 6

2058790 05 03 025 29 4 CITY OF CALGARY 220

2058789 05 03 025 29 4 CITY OF CALGARY 90

1020559 NW 03 025 29 4 REMINGTON DEV 70 42

1020499 03-Oct-03 SW 03 025 29 4 REMINGTON DEV 240 40

1020498 03-Oct-03 SW 03 025 29 4 REMINGTON DEV 252 40

0280322 30-Oct-95 SE 03 025 29 4 TSCHUPRUK, PETER 39 0 0 0 0

0235465 10-Sep-93 SW 03 025 29 4 CALGARY, CITY OF 240 29.4 180 200 0 0 5 5

0113382 01-May-65 NW 03 025 29 4 JENSEN, STAN 220 0 0 0 0

0113381 01-Jun-63 SW 03 025 29 4 BRIDGE WATER FEED LOTS 150 0 0 0 0



0113378 01-Jan-63 SW 03 025 29 4 BRIDGE WATER FEED LOT 70 0 0 0 0

0113383 SE 04 025 29 4

0113383 01-Nov-72 SE 04 025 29 4 THUNG, NORMAN 125 89 115 124 0 0 2 2

0113394 13-Mar-87 SW 10 025 29 4 NAPOLETANO, VITO 255 65 35 55 0 0 3.5 3.5

0113404 01-Dec-69 WH 10 025 29 4 BERRINGER, JOHN 63 11 45 60 0 0 11 11

0113403 02-Oct-74 NW 10 025 29 4 GRABATIN, ART 100 55 60 80 0 0 2 2

0113402 01-Dec-68 NW 10 025 29 4 SADDLE RIDGE PARK ASSOC 100 30 0 0 0 0 12 12

0113401 NW 10 025 29 4 LUONS, E. 130 22 0 0 0 0

0113400 10-Nov-67 WH 10 025 29 4 ROBSON, W. 140 20 0 0 0 0 30 30

0113399 03-Sep-89 SW 10 025 29 4 CALGARY, CITY OF 76 30 56 75 0 0 3.5 3.5

0113398 SW 10 025 29 4 TOUZIN, MIKE 0 0 0 0 0

0113397 SW 10 025 29 4 LANGDON, BRAD 0 0 0 0 0

0113385 08-Mar-69 SW 10 025 29 4 ROURKE, E. 100 36 90 98 0 0 3.5 3.5

0113395 SW 10 025 29 4 FOAT, TERRY 180 0 0 0 0

0113407 01-Jun-84 NW 10 025 29 4 RENEX CONSTR LTD 263 225 235 260 0 0 10 10

0113393 15-Dec-86 SW 10 025 29 4 CALGARY, CITY OF 215 35 135 155 0 0 6 6

0113392 07-Aug-86 SW 10 025 29 4 SKYSUN EQUIPMENT LTD #TH4 115 18 35 55 0 0 14 14

0113391 07-Aug-86 SW 10 025 29 4 SKYSUN EQUIPMENT LTD #TH3 240 0 0 0 0

0113390 29-Jul-86 SW 10 025 29 4 SKYSUN EQUIPMENT LTD #TH2 300 0 0 0 0

0113389 24-Jul-86 SW 10 025 29 4 SKYSUN EQUIPMENT LTD 310 15 0 0 0 0 <1.0 1

0113388 24-Feb-86 SW 10 025 29 4 CALGARY, CITY OF 215 54 195 215 0 0 6 6

0113387 23-Feb-86 SW 10 025 29 4 CALGARY, CITY OF 280 0 0 0 0

0113386 01-Jun-84 06 10 025 29 4 HUSEBY, FRANK 116 29 50 116 0 0 6 6

0113396 07-Jul-87 SW 10 025 29 4 THORARINSON, EUGENE/SALLY 215 31 35 55 0 0 4 4

0198809 31-Mar-93 SW 10 025 29 4 EXCELL HOMES INC 94 0 0 0 0

1020563 26-May-04 SW 10 025 29 4 REMINGTON DEV 266 40



1020560 SW 10 025 29 4 DEV, REMINGTON

0292899 12-May-99 SH 10 025 29 4 EBA ENGINEERING CONSULTANTS 88 0 0 0 0

0292898 12-May-99 SH 10 025 29 4 EBA ENGINEERING CONSULTANTS 60 0 0 0 0

0288411 10-Feb-98 NW 10 025 29 4 PRESTIGE LANDSCAPE MAINT 198 22.6 98 198 0 0 4 4

0286427 20-Feb-97 NW 10 025 29 4 DIGGER EXCAVATING 95 32.6 75 95 0 0 4 4

0113405 30-Oct-68 NW 10 025 29 4 FIRMISKI, M. 130 0 0 0 0

0198811 31-Mar-93 SW 10 025 29 4 EXCELL HOMES INC 85 0 0 0 0

0113406 30-Sep-77 NW 10 025 29 4 RENTON CONSTR 110 21 22 108 0 0 9 9

0158355 20-Jul-91 SW 10 025 29 4 CALGARY, CITY OF#T.H. 2 200 0 0 0 0 0 0 0

0158354 19-Jul-91 SW 10 025 29 4 CALGARY, CITY OF#T.H. 1 240 0 0 0 0 0 0 0

mcfadyenj

Sticky Note

Pages 124 to 126 are to be printed on 11x17 and "fit to printable area", double sided on the short side.



Top

Perforation

Bottom

Screen

Top

Screen

Bottom

Test

Yield

Test Yield

Normalized

0154791 18-Jan-91 SW 10 025 29 4 FLEMMER, RANDY 190 10 130 190 0 0 1.5 1.5

0153508 28-Aug-90 SW 10 025 29 4 BOUCHARD, WAYNE 158 31 98 118 0 0 5 5

0153507 27-Aug-90 SW 10 025 29 4 BOUCHARD, WAYNE 220 21 0 0 0 0 4.5 4.5

0147472 03-May-93 NW 10 025 29 4 TROUTH, NORM #2104 295 60 205 295 0 0 1.5 1.5

0113409 NW 10 025 29 4 HLAVAY, SUSAN 0 0 0 0 0

0113408 NW 10 025 29 4 MARMOT CONCRETE SVC 150 0 0 0 0

2056031 08-Dec-06 NW 10 025 29 4 METRO ENG. & CONTRACTING LTD 125 16.47999954 90 115 2 2

0285195 13-Aug-96 NW 10 025 29 4 DIGGER EXCAVATING 85 25.1 65 85 0 0 7 7

0113411 NW 11 025 29 4 SMITH, HARRY/SANDY 0 0 0 0 0

0113410 02-Feb-73 SE 11 025 29 4 BAR 0-W 210 51 100 110 0 0 1 1

0113431 NE 14 025 29 4 GLENN, THOMAS F. 150 0 0 0 0

0113422 SE 14 025 29 4 STARKE, ROBERT J. 142 40 0 0 0 0

0113423 01-May-71 NW 14 025 29 4 HARDING, JOHN 140 110 110 130 0 0 6 6

0113424 01-Mar-74 NE 14 025 29 4 BEHRENS CONTRACTORS LTD 102 30 71 86 0 0 24 24

0113425 NE 14 025 29 4 NEILSON, NELS 110 0 0 0 0

0113426 12-Apr-84 10 14 025 29 4 MOHR, CARL 232 50 150 230 0 0 7 7

0113427 NE 14 025 29 4 STYLES, DAN 0 0 0 0 0

0113428 25-Mar-87 NE 14 025 29 4 HARRISON, DON 260 0 0 0 0

0113421 SE 14 025 29 4 PETROGAS PROCESSING LTD 130 0 0 0 0

0113430 NE 14 025 29 4 HARRISON, D.B. 180 0 0 0 0

1020690 11-Dec-02 NE 14 025 29 4 SUNBOW CONSULTING LTD 102 36

0151408 29-May-90 NE 14 025 29 4 COFFEY, KEN#HOLE 1 330 0 0 0 0 0 1.2 1.2

0151409 11-Jun-90 NE 14 025 29 4 COFFEY, KEN#HOLE 2 300 37 0 0 0 0 1 1

0151410 04-Jun-90 NE 14 025 29 4 COFFEY, KEN#HOLE 3 210 0 0 0 0 0 1 1

0151411 07-Jun-90 NE 14 025 29 4 COFFEY, KEN#HOLE 4 500 0 0 0 0 0 1.2 1.2

0151412 08-Jun-90 NE 14 025 29 4 COFFEY, KEN#HOLE 5 225 0 0 0 0 0 0.7 0.7

0153132 10-Oct-90 NE 14 025 29 4 COFFEY, KEN 277 0 0 0 0 0 <1.0 1

0167342 20-May-92 NE 14 025 29 4 COFFEY, KEN 300 46 80 100 0 0 2.5 2.5

1020685 01-Sep-04 SE 14 025 29 4 MANN, KAL 295 49.29999924 135 155 4 4

0113429 26-Mar-87 NE 14 025 29 4 HARRISON, DON #TH2 195 50 55 75 0 0 15 15

0113446 SE 15 025 29 4 NELL 0 0 0 0 0

0113433 18-Jun-80 01 15 025 29 4 KRIEGER, OSCAR 429 29 0 0 0 0 1.5 1.5

0113434 30-Jun-80 02 15 025 29 4 KRIEGER, OSCAR 230 24 0 0 0 0 4 4

0113435 17-Jun-81 05 15 025 29 4 SCHULTE, FRED 262 5 0 0 0 0 2 2

0113436 18-Jun-81 SE 15 025 29 4 SCHULTE, FRED 79 17 0 0 0 0 13 13

0113437 19-Jun-81 01 15 025 29 4 KYLE TRANSPORT LTD 78 35 0 0 0 0 15 15

0113438 21-Sep-80 02 15 025 29 4 SCHELLER, RICHARD 120 26 0 0 0 0 35 35

0113439 07-Sep-84 02 15 025 29 4 ALLEN, FATINA (EST OF) 240 0 0 0 0

0113440 10-Sep-84 02 15 025 29 4 ALLEN, FATINA (EST OF) 180 28 0 0 0 0 4 4

0113441 SE 15 025 29 4 ALLEN, FATINA (EST OF) 0 0 0 0 0

0113442 SE 15 025 29 4 WILLIAM, R. 0 0 0 0 0

0113443 SE 15 025 29 4 MURRAY, STEVE 100 0 0 0 0

0113432 01-Oct-72 SE 15 025 29 4 HARDING, J. 100 60 100 0 0

0113445 SE 15 025 29 4 CHAHALL, R.R. 150 0 0 0 0

1140145 20-Aug-03 SE 15 025 29 4 SANDHU, RANBIR 260.0069885 48.62200165 179.9869995 200 2 2

0113447 SE 15 025 29 4 JACOBSON, C. 0 0 0 0 0

0113448 SE 15 025 29 4 STASIUK, J. 94 0 0 0 0

0113449 10-Aug-77 04 15 025 29 4 OCCIDENTAL 142 0 0 0 0

0113450 21-Aug-69 04 15 025 29 4 OLESEN, C.E. 102 30 63 100 0 0 9 9

0113451 14-Aug-76 NE 15 025 29 4 ESAYENKO, E. 125 39 45 115 0 0 10 10

0113452 00 15 025 29 4 TUTTLE, L. 30 0 0 0 0

0113453 00 15 025 29 4 MELVIN, P.T. 90 0 0 0 0

0151459 09-Jan-90 NE 15 025 29 4 KUJAS, S. 184 40 50 184 0 0 8 8

0210942 SE 15 025 29 4 FRICK, B. 60 0 0 0 0

0261938 23-Aug-95 NW 15 025 29 4 DUHRA, TOSH 135 27 75 115 0 0 4 4

0261938 23-Aug-95 NW 15 025 29 4 DUHRA, TOSH 135 27 75 115 0 0 4 4

1020691 10-May-05 SE 15 025 29 4 SUNRISE INVESTMENT 300 28 0.5 0.5

0113444 29-Jun-87 SE 15 025 29 4 BEREZNICK, ZENO 200 21 40 60 0 0 4 4

0113463 00 16 025 29 4 LARSEN, B.C. 100 0 0 0 0

0113462 NE 16 025 29 4 KOSTROSKY, REINHOLD 140 0 0 0 0

0113461 28-Feb-68 NE 16 025 29 4 RUMOHR, G.H. 120 35 0 0 0 0 8 8

0113460 01-Jun-67 NE 16 025 29 4 RADILOFF, S. 140 21 0 0 0 0 2 2

0113459 SW 16 025 29 4 BOAKE, C.J. 135 0 0 0 0

0113458 SW 16 025 29 4 BOAKE, DOREEN 205 15 0 0 0 0

0113457 SE 16 025 29 4 KISBY, BARB 108 0 0 0 0

0113456 SE 16 025 29 4 GARLAND, A. 140 0 0 0 0

0113455 SE 16 025 29 4 DESREUX, F.J. 164 0 0 0 0

0113454 SE 16 025 29 4 GROGAN, K.C. 120 12 0 0 0 0

0154101 26-May-87 SW 21 025 29 4 JET-A-WAY PARKING 135 0 35 55 0 0 5 5

0113464 08-Jul-86 13 21 025 29 4 FIMME, W. 95 35 35 55 0 0 4 4

1973571 01-Jan-96 14 23 025 29 4 GRIFFITH, ARTHUR

0113471 01-Nov-72 NE 23 025 29 4 HARDING, J. 90 20 50 80 0 0 16 16

0113470 01-Oct-72 NE 23 025 29 4 HARDING, J. 65 25 30 65 0 0 15 15

0113469 SW 23 025 29 4 WAKELIN 0 0 0 0 0

0113468 SW 23 025 29 4 HYLAND, WAYNE 0 0 0 0 0

0113467 SW 23 025 29 4 JARRETT, R. 100 50 0 0 0 0

0113466 01-Nov-73 SE 23 025 29 4 HARDING, JOHN 120 20 50 70 0 0 6 6

0113465 28-Feb-74 SE 23 025 29 4 STEFFEN, A.W. 150 20 70 100 0 0 3 3

0113480 03-Jul-86 NE 25 025 29 4 MORTENSEN, EMAR 450 168 410 450 0 0 5 5

0113479 NW 25 025 29 4 MORTINSEN, EMAR 120 0 0 0 0

0113478 01-Feb-70 SW 25 025 29 4 ROBERTS, GUY 76 21 24 73 0 0 8 8

0113477 SE 25 025 29 4 MCALLISTER, DON 185 100 0 0 0 0

0113476 SE 25 025 29 4 DREVER, STANLEY W. 100 0 0 0 0

0113475 SE 25 025 29 4 MORTENSEN, E. 190 0 0 0 0

0286430 30-Apr-97 03 26 025 29 4 GRIFFITH, ART 100 19 80 100 0 0 10 10

0286429 28-Apr-97 SW 26 025 29 4 GRIFFITH, ART 140 100 140 0 0

0286428 29-Apr-97 SW 26 025 29 4 GRIFFITH, ART 120 16 100 120 0 0 4 4

0159483 23-Oct-91 03 26 025 29 4 GRIFFITHS, ART 130 23 60 120 0 0 10 10

0113484 01-Oct-72 SW 26 025 29 4 GRIFFITH, M. 180 30 50 70 0 0 15 15

0113483 SW 26 025 29 4 GRIFFITH, ARTHUR T. 140 26 0 0 0 0

0113482 03 26 025 29 4 GRIFFITH, MERIDITH J. 130 25 0 0 0 0

0113481 05-Jun-59 04 26 025 29 4 GRIFFITH, J. 180 30 0 0 0 0

1125029 SE 27 025 29 4 WAM - YORKSHIRE 12

1125028 16-Apr-07 NW 27 025 29 4 WALTON LANDS (BISHOP) 75 17

1125027 16-Apr-07 NW 27 025 29 4 WALTON LANDS 131 18.5

0113491 16-Apr-07 12 27 025 29 4 WALTON LANDS (BISHOP) 119 17

0113490 16-Apr-07 NW 27 025 29 4 WALTON LANDS 187 26

0256511 26-Apr-95 13 27 025 29 4 BISHOP, LEO 75 25 55 75 0 0 10 10

0224062 22-Sep-93 08 27 025 29 4 CAN OXY PETROGAS PROCESSING LT 250 0 0 0 0

0183512 02-Aug-93 12 27 025 29 4 BISHOP, LEO 75 15 19 60 0 0 >20 20

0113491 02-Nov-76 12 27 025 29 4 BISHOP, LEO 115 30 40 60 0 0 8 8

0113490 01-May-71 NW 27 025 29 4 BISHOP, LEO 200 115 135 0 0

0113489 01-Aug-67 NW 27 025 29 4 BISHOP, L.D. 130 0 0 0 0

0113488 01-Jul-70 SW 27 025 29 4 DIDKOWSKY 85 70 65 85 0 0 10 10

0113487 24-Oct-85 SE 27 025 29 4 ALEXANDER, DON #3 330 50 310 330 0 0 20 20

0113486 21-Oct-85 SE 27 025 29 4 ALEXANDER, DON (#TH1) 260 14 0 0 0 0 1 1

0113485 22-Oct-85 SE 27 025 29 4 ALEXANDER, DON (#TH2) 300 0 0 0 0

0162846 NE 28 025 29 4 DALY, PATTY 0 0 0 0 0

0156420 NW 28 025 29 4 SINGER, MAUREEN 75 0 0 0 0

0147417 08-Apr-85 NW 28 025 29 4 SINGER,RON SR. 300 0 0 0 0

0147416 28-Mar-85 NW 28 025 29 4 SINGER,RON 130 34 70 130 0 0 20 20

0113496 13 28 025 29 4 SINGER, RON 210 180 140 160 0 0 3 3

0113495 NW 28 025 29 4 BARNHART, D.B. 210 35 0 0 0 0

0113494 SE 28 025 29 4 BUTTEE 0 0 0 0 0

0113493 SE 28 025 29 4 MILLER, DAVE 250 200 0 0 0 0

0113492 25-May-78 SE 28 025 29 4 HOPE, A. 200 17 80 195 0 0 1.5 1.5

0286431 16-Apr-07 08 33 025 29 4 WALTON LANDS (RALF GRYGIEL) 100 27

0286431 25-Sep-96 08 33 025 29 4 GRYJEL, RALPH 95 40 75 95 0 0 15 15

0242712 20-Sep-94 NW 33 025 29 4 BECK, KEN 97 20 60 97 0 0 19 19

0154103 SW 33 025 29 4 HARDING, GENE 200 0 0 0 0

0113502 00 33 025 29 4 BONNER, L. 120 0 0 0 0

0113501 24-Nov-76 16 33 025 29 4 SCHULTZ, G. 60 18 45 55 0 0 1.5 1.5

0113500 19-Jan-79 16 33 025 29 4 MILLER, BEN 165 28 130 165 0 0 3.5 3.5

0113499 01-Sep-66 NW 33 025 29 4 BONNER, LES 210 20 0 0 0 0 20 20

0113498 01-Sep-61 NW 33 025 29 4 BONNER, LES 62 20 0 0 0 0 15 15

0113497 NW 33 025 29 4 BONNER, LES 32 0 0 0 0

0113503 17-Apr-07 05 34 025 29 4 CITY OF CALGARY 29.25 16.5



Top

Perforation

Bottom

Screen

Top

Screen

Bottom

Test

Yield

Test Yield

Normalized

0241991 27-Aug-75 NE 34 025 29 4 RUSSELL, LLOYD 175 75 80 100 0 0 6 6

0113510 NE 34 025 29 4 HURLBUT, KEN 0 0 0 0 0

0113509 01-Jun-72 NE 34 025 29 4 CAPELL, R.J. 210 200 0 0 0 0

0113508 07-Dec-73 NE 34 025 29 4 MORDEN, C. 120 17 80 120 0 0 21 21

0113507 01-Mar-72 NE 34 025 29 4 FRICK, ALEC 170 23 140 170 0 0 3.25 3.25

0113506 01-Feb-73 NE 34 025 29 4 WATZKA, MEL 180 25 155 180 0 0 7 7

0113505 02-May-77 NE 34 025 29 4 EVENDEN, DON 115 55 95 115 0 0 20 20

0113504 01-Jan-73 NE 34 025 29 4 NIELSEN, NELS 110 14 90 110 0 0 10 10

0113503 01-Apr-69 05 34 025 29 4 GRYGIL, JOE 50 20 30 50 0 0 15 15

0231772 12-Dec-93 NE 35 025 29 4 DUHRA, TOSH 75 16.8 40 60 0 0 12 12

0231770 11-Dec-93 NW 35 025 29 4 DUHRA, TOSH 300 0 0 0 0

0154609 15-Oct-88 NE 35 025 29 4 FANDRY, DARLENE 115 64 76 114 0 0 15 15

0113514 02-Mar-71 NE 35 025 29 4 SHOULTS & CALLISTER CONSTR 136 12 30 34 0 0 3 3

0113513 01-Jan-39 13 35 025 29 4 ZERK, DON 60 50 0 0 0 0

0113512 NW 35 025 29 4 ZERK, JOE 45 20 0 0 0 0

0113511 SE 35 025 29 4 BARKER, CHRIS 80 0 0 0 0

0113520 NE 36 025 29 4 CHURCH, B.C.#WELL 5 0 0 0 0 0

0113519 SE 36 025 29 4 FRAYN, MICHAEL 0 0 0 0 0

0113518 SE 36 025 29 4 BARKER, CLIFFORD 80 30 0 0 0 0

0113517 SE 36 025 29 4 BARKER, CLIFFORD #WELL 2 110 30 0 0 0 0

0113516 SE 36 025 29 4 BARKER, CLIFFORD #WELL 1 60 30 0 0 0 0

0113515 SE 36 025 29 4 TAYLOR, N. 100 0 0 0 0

0113383 SE 04 025 29 4

0113383 01-Nov-72 SE 04 025 29 4 THUNG, NORMAN 125 89 115 124 0 0 2 2

0113463 00 16 025 29 4 LARSEN, B.C. 100 0 0 0 0

0113462 NE 16 025 29 4 KOSTROSKY, REINHOLD 140 0 0 0 0

0113461 28-Feb-68 NE 16 025 29 4 RUMOHR, G.H. 120 35 0 0 0 0 8 8

0113460 01-Jun-67 NE 16 025 29 4 RADILOFF, S. 140 21 0 0 0 0 2 2

0113459 SW 16 025 29 4 BOAKE, C.J. 135 0 0 0 0

0113458 SW 16 025 29 4 BOAKE, DOREEN 205 15 0 0 0 0

0113457 SE 16 025 29 4 KISBY, BARB 108 0 0 0 0

0113456 SE 16 025 29 4 GARLAND, A. 140 0 0 0 0

0113455 SE 16 025 29 4 DESREUX, F.J. 164 0 0 0 0

0113454 SE 16 025 29 4 GROGAN, K.C. 120 12 0 0 0 0

0154101 26-May-87 SW 21 025 29 4 JET-A-WAY PARKING 135 0 35 55 0 0 5 5

0113464 08-Jul-86 13 21 025 29 4 FIMME, W. 95 35 35 55 0 0 4 4

0162846 NE 28 025 29 4 DALY, PATTY 0 0 0 0 0

0156420 NW 28 025 29 4 SINGER, MAUREEN 75 0 0 0 0

0147417 08-Apr-85 NW 28 025 29 4 SINGER,RON SR. 300 0 0 0 0

0147416 28-Mar-85 NW 28 025 29 4 SINGER,RON 130 34 70 130 0 0 20 20

0113496 13 28 025 29 4 SINGER, RON 210 180 140 160 0 0 3 3

0113495 NW 28 025 29 4 BARNHART, D.B. 210 35 0 0 0 0

0113494 SE 28 025 29 4 BUTTEE 0 0 0 0 0

0113493 SE 28 025 29 4 MILLER, DAVE 250 200 0 0 0 0

0113492 25-May-78 SE 28 025 29 4 HOPE, A. 200 17 80 195 0 0 1.5 1.5

0286431 16-Apr-07 08 33 025 29 4 WALTON LANDS (RALF GRYGIEL) 100 27

0286431 25-Sep-96 08 33 025 29 4 GRYJEL, RALPH 95 40 75 95 0 0 15 15

0242712 20-Sep-94 NW 33 025 29 4 BECK, KEN 97 20 60 97 0 0 19 19

0154103 SW 33 025 29 4 HARDING, GENE 200 0 0 0 0

0113502 00 33 025 29 4 BONNER, L. 120 0 0 0 0

0113501 24-Nov-76 16 33 025 29 4 SCHULTZ, G. 60 18 45 55 0 0 1.5 1.5

0113500 19-Jan-79 16 33 025 29 4 MILLER, BEN 165 28 130 165 0 0 3.5 3.5

0113499 01-Sep-66 NW 33 025 29 4 BONNER, LES 210 20 0 0 0 0 20 20

0113498 01-Sep-61 NW 33 025 29 4 BONNER, LES 62 20 0 0 0 0 15 15

0113497 NW 33 025 29 4 BONNER, LES 32 0 0 0 0

0299229 01-Jun-60 SH 28 024 29 4 ANGLO AMERICAN OIL 132 28 0 0 0 0 16 16

0128714 16-Oct-74 NW 28 024 29 4 FINNEY HAULING CONTRACTORS LTD 100 0 0 0 0



0128711 27-Aug-74 NW 28 024 29 4 FARMLINE EQUIPMENT 140 0 120 140 0 0 2 2


0128709 01-Jun-73 SW 28 024 29 4 FINNIE, W. 150 120 140 0 0

0128708 09-Apr-80 SW 28 024 29 4 ACUMEN ENG SVC 405 21 0 0 0 0 2 2

0128707 01-Jun-71 SW 28 024 29 4 CORAL CONSTR 90 25 70 90 0 0 15 15

0128706 SW 28 024 29 4 27 0 0 0 0

0128705 SW 28 024 29 4 32 0 0 0 0

0128716 31-Jul-63 SE 33 024 29 4 KOSKIVEN KENNELS 200 20 0 0 0 0 2 20128717 NE 34 024 29 4 HANSEN, DEL 76 12 40 73 0 0 5 5

Regional Study Area Water Well

Statistics _ Imperial Unitsft ft ft ft ft ft gpm gpm

Count 316 205 290 290 287 287 154 157

Max 500 270 410 450 23 28 35 35

Min 0 0 0 0 0 0 0 0

Mean 140.4 41.3 36.2 49.6 0.1 0.1 9.0 9.0

Median 130 30 0 0 0 0 6.5 6

25 percentile 87.3 20.0 0.0 0.0 0.0 0.0 3.3 375 percentile 195 45 60 97 0 0 15 15

Regional Study Area Water Well

Statistics _ Metric Unitsm m m m m m L/min L/min

Count 316 205 290 290 287 287 154 157

Max 152.4 82.3 125.0 137.2 7.0 8.5 132.5 132.5

Min 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Mean 42.8 12.6 11.0 15.1 0.0 0.0 34.1 34.0

Median (50 prercentile) 39.6 9.1 0.0 0.0 0.0 0.0 24.6 22.7

25 percentile 26.6 6.1 0.0 0.0 0.0 0.0 12.5 11.475 percentile 59.4 13.7 18.3 29.6 0.0 0.0 56.8 56.8

Appendix B2 LSA Water Well AENV Reconnaissance Web Report

Reconnaissance ReportYou have selected more than one water well.Please click the water well ID to generate Water Well Drilling Report.

View in Metric

Page: 1 / 1Printed on 1/8/2010 12:57:40 PM

113459 SW 16 025 29 4 UNKNOWN DRILLER 135 Chemistry Domestic 1 BOAKE, C.J.

113463 00 16 025 29 4 UNKNOWN DRILLER 100 Chemistry Domestic 1 LARSEN, B.C.

113460 NE 16 025 29 4 JAMES, WILLARD 1967-06-01 140 New Well Unknown 12 RADILOFF, S. 21 2

113462 NE 16 025 29 4 UNKNOWN DRILLER 140 Chemistry Domestic 1 KOSTROSKY, REINHOLD

113461 NE 16 025 29 4 ANDERSON C G 1968-02-28 120 New Well Domestic 13 RUMOHR, G.H. 35 8

113454 SE 16 025 29 4 UNKNOWN DRILLER 120 Chemistry Domestic 2 GROGAN, K.C. 12

113458 SW 16 025 29 4 UNKNOWN DRILLER 205 Chemistry Domestic 1 BOAKE, DOREEN 15

113455 SE 16 025 29 4 UNKNOWN DRILLER 164 Chemistry Domestic 1 DESREUX, F.J.

113457 SE 16 025 29 4 UNKNOWN DRILLER 108 Chemistry Domestic KISBY, BARB

113456 SE 16 025 29 4 UNKNOWN DRILLER 140 Chemistry Domestic 1 GARLAND, A.

Well ID LSD SEC TWP RGE M DRILLING COMPANYDATE

COMPLETEDDEPTH

(ft) TYPE OF WORK USE CHM LT PT WELL OWNER

STATICLEVEL

(ft)

TESTRATE

(igpm)


View in Metric


154101 SW 21 025 29 4 KRIEGER DRILLING LTD. 1987-05-26 135 New Well Domestic 18 JET-A-WAY PARKING 5

113464 13 21 025 29 4 DEN-ALTA DRILLING LTD. 1986-07-08 95 New Well Domestic 3 FIMME, W. 35 4


COMPLETEDDEPTH


STATICLEVEL

(ft)

TESTRATE

(igpm)


View in Metric


113383 SE 04 025 29 4 DIVERSIFIED DRILLING &

EXPLORATION CO.

1972-11-01 125 New Well Domestic 12 THUNG, NORMAN 89 2

113383 SE 04 025 29 4 DIVERSIFIED DRILLING &

EXPLORATION CO.

1972-11-01 125 New Well Domestic 12 THUNG, NORMAN 89 2


COMPLETEDDEPTH


STATICLEVEL

(ft)

TESTRATE

(igpm)

Appendix C Soil Quality Laboratory Analysis Certificates

Your Project #: 2759-09500-0300, YYC-RDP Site: CALGARY, AB Your C.O.C. #: 167777

Attention: JANIS LLOYDAECOM2540 KENSINGTON RD N.W.CALGARY, ABCANADA T2N 3S3

Report Date: 2009/06/22

CERTIFICATE OF ANALYSIS

MAXXAM JOB #: A929222Received: 2009/06/12, 14:30

Sample Matrix: Soil# Samples Received: 2

Date DateAnalyses Quantity Extracted Analyzed Laboratory Method Analytical MethodBTEX/F1 by HS GC/MS (MeOH extract) 2 2009/06/13 2009/06/14 CAL SOP-00190 EPA 8260C/CCME CCME Hydrocarbons (F2-F4 in soil) 2 2009/06/13 2009/06/21 CAL SOP-00086 CCME PHC-CWS Moisture 2 N/A 2009/06/15 CAL SOP-00023 McKeague MSSMA 2.411Low Level VOCs in Soil by Direct Purge 1 2009/06/14 2009/06/17 CAL SOP-00104 EPA 8260 C VOCs in Soil by P&T GC/MS (Std List) 2 2009/06/14 2009/06/17 CAL SOP-00104 EPA 8260 C

* RPDs calculated using raw data. The rounding of final results may result in the apparent difference.

Encryption Key

Please direct all questions regarding this Certificate of Analysis to your Project Manager.

NICOLE CHAN, Project ManagerEmail: [email protected]# (403) 291-3077

====================================================================Maxxam has procedures in place to guard against improper use of the electronic signature and have the required "signatories", as per section5.10.2 of ISO/IEC 17025:2005(E), signing the reports. SCC and CALA have approved this reporting process and electronic report format.

For Service Group specific validation please refer to the Validation Signature Page

Total cover pages: 1

Maxxam Analytics International Corporation o/a Maxxam Analytics Calgary: 2021 - 41st Avenue N.E. T2E 6P2 Telephone(403) 291-3077 FAX(403) 291-9468

Page 1 of 12

AECOMMaxxam Job #: A929222 Client Project #: 2759-09500-0300, YYC-RDPReport Date: 2009/06/22 Site Reference: CALGARY, AB

Sampler Initials: JCL

AT1 BTEX AND F1-F4 IN SOIL (SOIL)

Maxxam ID P 2 5 3 8 3 P 2 5 3 8 3 P 2 5 3 8 5Sampling Date 2009/06/10 2009/06/10 2009/06/11COC Number 167777 167777 167777 U n i t s BH217 32.5 BH217 32.5 BH357 7.5 R D L QC Batch

Lab-Dup

Physical Properties

Moisture % 15 15 13 0.3 3200189

Ext. Pet. Hydrocarbon

F2 (C10-C16 Hydrocarbons) mg/kg <10 N/A <10 10 3200211



Reached Baseline at C50 mg/kg Yes N/A Yes N/A 3200211

Volatiles

Benzene mg/kg <0.0050 N/A <0.0050 0.0050 3199716

Toluene mg/kg <0.020 N/A <0.020 0.020 3199716

Ethylbenzene mg/kg <0.010 N/A <0.010 0.010 3199716

Xylenes (Total) mg/kg <0.040 N/A <0.040 0.040 3199716

m & p-Xylene mg/kg <0.040 N/A <0.040 0.040 3199716

o-Xylene mg/kg <0.020 N/A <0.020 0.020 3199716

F1 (C6-C10) - BTEX mg/kg <12 N/A <12 12 3199716

(C6-C10) mg/kg <12 N/A <12 12 3199716

Surrogate Recovery (%)

4-BROMOFLUOROBENZENE (sur.) % 72 N/A 67 N/A 3199716

D10-ETHYLBENZENE (sur.) % 90 N/A 90 N/A 3199716

D4-1,2-DICHLOROETHANE (sur.) % 93 N/A 94 N/A 3199716

D8-TOLUENE (sur.) % 108 N/A 110 N/A 3199716

O-TERPHENYL (sur.) % 87 N/A 92 N/A 3200211

N/A = Not ApplicableRDL = Reportable Detection Limit

Page 2 of 12



VOLATILE ORGANICS BY GC-MS (SOIL)

Maxxam ID P 2 5 3 8 3 P 2 5 3 8 5Sampling Date 2009/06/10 2009/06/11COC Number 167777 167777 U n i t s BH217 32.5 BH357 7.5 R D L QC Batch

Volatiles

Carbon tetrachloride mg/kg N/A <0.0005 0.0005 3200322

Bromodichloromethane mg/kg <0.03 <0.03 0.03 3200319

Chlorobenzene mg/kg N/A <0.001 0.001 3200322

Bromoform mg/kg <0.06 <0.06 0.06 3200319

Chloroform mg/kg N/A 0.0023 0.0008 3200322

1,2-dichloroethane mg/kg N/A <0.002 0.002 3200322

Bromomethane mg/kg <0.02 <0.02 0.02 3200319

Carbon tetrachloride mg/kg <0.02 N/A 0.02 3200319

Vinyl chloride mg/kg N/A <0.0003 0.0003 3200322

1,2-dibromoethane mg/kg N/A <0.002 0.002 3200322

Chlorobenzene mg/kg <0.02 N/A 0.02 3200319

Chlorodibromomethane mg/kg <0.02 <0.02 0.02 3200319

Chloroethane mg/kg <0.02 <0.02 0.02 3200319

Chloroform mg/kg <0.02 N/A 0.02 3200319

Chloromethane mg/kg <0.03 <0.03 0.03 3200319

1,2-dibromoethane mg/kg <0.02 N/A 0.02 3200319

1,2-dichlorobenzene mg/kg <0.02 <0.02 0.02 3200319



1,1-dichloroethane mg/kg <0.02 <0.02 0.02 3200319

1,2-dichloroethane mg/kg <0.02 N/A 0.02 3200319

1,1-dichloroethene mg/kg <0.02 <0.02 0.02 3200319

cis-1,2-dichloroethene mg/kg <0.02 <0.02 0.02 3200319

trans-1,2-dichloroethene mg/kg <0.02 <0.02 0.02 3200319

Dichloromethane mg/kg <0.01 <0.01 0.01 3200319

1,2-dichloropropane mg/kg <0.02 <0.02 0.02 3200319

cis-1,3-dichloropropene mg/kg <0.02 <0.02 0.02 3200319

trans-1,3-dichloropropene mg/kg <0.02 <0.02 0.02 3200319

Methyl methacrylate mg/kg <0.04 <0.04 0.04 3200319

Methyl-tert-butylether (MTBE) mg/kg <0.03 <0.03 0.03 3200319

Styrene mg/kg <0.02 <0.02 0.02 3200319

1,1,1,2-tetrachloroethane mg/kg <0.1 <0.1 0.1 3200319


Page 3 of 12



VOLATILE ORGANICS BY GC-MS (SOIL)

Maxxam ID P 2 5 3 8 3 P 2 5 3 8 5Sampling Date 2009/06/10 2009/06/11COC Number 167777 167777 U n i t s BH217 32.5 BH357 7.5 R D L QC Batch

1,1,2,2-tetrachloroethane mg/kg <0.1 <0.1 0.1 3200319

Tetrachloroethene mg/kg <0.02 <0.02 0.02 3200319

1,2,3-trichlorobenzene mg/kg <0.06 <0.06 0.06 3200319



1,1,1-trichloroethane mg/kg <0.02 <0.02 0.02 3200319

1,1,2-trichloroethane mg/kg <0.02 <0.02 0.02 3200319

Trichloroethene mg/kg <0.01 <0.01 0.01 3200319

Trichlorofluoromethane mg/kg <0.02 <0.02 0.02 3200319

1,2,4-trimethylbenzene mg/kg <0.6 <0.6 0.6 3200319

1,3,5-trimethylbenzene mg/kg <0.6 <0.6 0.6 3200319

Vinyl chloride mg/kg <0.01 N/A 0.01 3200319

Surrogate Recovery (%)

4-BROMOFLUOROBENZENE (sur.) % N/A 75 N/A 3200322

D10-ETHYLBENZENE (sur.) % N/A 116 N/A 3200322

D4-1,2-DICHLOROETHANE (sur.) % N/A 91 N/A 3200322

D8-TOLUENE (sur.) % N/A 97 N/A 3200322

4-BROMOFLUOROBENZENE (sur.) % 94 92 N/A 3200319

D10-ETHYLBENZENE (sur.) % 117 102 N/A 3200319

D4-1,2-DICHLOROETHANE (sur.) % 95 94 N/A 3200319

D8-TOLUENE (sur.) % 104 103 N/A 3200319


Page 4 of 12



Package 1 12.0°CEach temperature is the average of up to three cooler temperatures taken at receipt

VOLATILE ORGANICS BY GC-MS (SOIL) Comments

Sample P25383-01 VOCs in Soil by P&T GC/MS (Std List): Sample could not be analyzed by low level method due to sample matrix.

Results relate only to the items tested.

Page 5 of 12

AECOMAttention: JANIS LLOYD Client Project #: 2759-09500-0300, YYC-RDPP.O. #: Site Reference: CALGARY, AB

Quality Assurance ReportMaxxam Job Number: CA929222

QA/QC DateBatch AnalyzedNum Init QC Type Parameter yyyy/mm/dd Value Recovery Units QC Limits

3199716 RSA MATRIX SPIKE 4-BROMOFLUOROBENZENE (sur.) 2009/06/14 94 % 60 - 140D10-ETHYLBENZENE (sur.) 2009/06/14 93 % 30 - 130D4-1,2-DICHLOROETHANE (sur.) 2009/06/14 87 % 60 - 140D8-TOLUENE (sur.) 2009/06/14 86 % 60 - 140Benzene 2009/06/14 88 % 60 - 140Toluene 2009/06/14 92 % 60 - 140Ethylbenzene 2009/06/14 92 % 60 - 140m & p-Xylene 2009/06/14 105 % 60 - 140o-Xylene 2009/06/14 103 % 60 - 140(C6-C10) 2009/06/14 76 % 60 - 140

SPIKE 4-BROMOFLUOROBENZENE (sur.) 2009/06/14 94 % 60 - 140D10-ETHYLBENZENE (sur.) 2009/06/14 98 % 30 - 130D4-1,2-DICHLOROETHANE (sur.) 2009/06/14 87 % 60 - 140D8-TOLUENE (sur.) 2009/06/14 104 % 60 - 140Benzene 2009/06/14 84 % 60 - 140Toluene 2009/06/14 89 % 60 - 140Ethylbenzene 2009/06/14 87 % 60 - 140m & p-Xylene 2009/06/14 100 % 60 - 140o-Xylene 2009/06/14 97 % 60 - 140(C6-C10) 2009/06/14 110 % 60 - 140

BLANK 4-BROMOFLUOROBENZENE (sur.) 2009/06/14 85 % 60 - 140D10-ETHYLBENZENE (sur.) 2009/06/14 90 % 30 - 130D4-1,2-DICHLOROETHANE (sur.) 2009/06/14 84 % 60 - 140D8-TOLUENE (sur.) 2009/06/14 103 % 60 - 140Benzene 2009/06/14 <0.0050 mg/kgToluene 2009/06/14 <0.020 mg/kgEthylbenzene 2009/06/14 <0.010 mg/kgXylenes (Total) 2009/06/14 <0.040 mg/kgm & p-Xylene 2009/06/14 <0.040 mg/kgo-Xylene 2009/06/14 <0.020 mg/kgF1 (C6-C10) - BTEX 2009/06/14 <12 mg/kg(C6-C10) 2009/06/14 <12 mg/kg

RPD Benzene 2009/06/14 NC % 50Toluene 2009/06/14 NC % 50Ethylbenzene 2009/06/14 NC % 50Xylenes (Total) 2009/06/14 NC % 50m & p-Xylene 2009/06/14 NC % 50o-Xylene 2009/06/14 NC % 50F1 (C6-C10) - BTEX 2009/06/14 NC % 50(C6-C10) 2009/06/14 NC % 50

3200189 RM2 RPD [ P 2 5 3 8 3 - 0 1 ] Moisture 2009/06/15 3.3 % 203200211 AY0 MATRIX SPIKE O-TERPHENYL (sur.) 2009/06/19 102 % 50 - 130

F2 (C10-C16 Hydrocarbons) 2009/06/19 116 % 50 - 130F3 (C16-C34 Hydrocarbons) 2009/06/19 102 % 50 - 130F4 (C34-C50 Hydrocarbons) 2009/06/19 108 % 50 - 130

SPIKE O-TERPHENYL (sur.) 2009/06/19 88 % 50 - 130F2 (C10-C16 Hydrocarbons) 2009/06/19 109 % 80 - 120F3 (C16-C34 Hydrocarbons) 2009/06/19 94 % 80 - 120F4 (C34-C50 Hydrocarbons) 2009/06/19 96 % 80 - 120

BLANK O-TERPHENYL (sur.) 2009/06/19 104 % 50 - 130F2 (C10-C16 Hydrocarbons) 2009/06/19 <10 mg/kgF3 (C16-C34 Hydrocarbons) 2009/06/19 <10 mg/kgF4 (C34-C50 Hydrocarbons) 2009/06/19 <10 mg/kg

RPD F2 (C10-C16 Hydrocarbons) 2009/06/19 NC % 50F3 (C16-C34 Hydrocarbons) 2009/06/19 NC % 50


Page 6 of 12


Quality Assurance Report (Continued)Maxxam Job Number: CA929222


3200211 AY0 RPD F4 (C34-C50 Hydrocarbons) 2009/06/19 NC % 503200319 WW1 MATRIX SPIKE 4-BROMOFLUOROBENZENE (sur.) 2009/06/17 101 % 60 - 140

D10-ETHYLBENZENE (sur.) 2009/06/17 103 % 30 - 130D4-1,2-DICHLOROETHANE (sur.) 2009/06/17 103 % 60 - 140D8-TOLUENE (sur.) 2009/06/17 103 % 60 - 140Bromodichloromethane 2009/06/17 79 % 60 - 140Bromoform 2009/06/17 87 % 60 - 140Carbon tetrachloride 2009/06/17 80 % 60 - 140Chlorobenzene 2009/06/17 114 % 60 - 140Chlorodibromomethane 2009/06/17 67 % 60 - 140Chloroethane 2009/06/17 80 % 60 - 140Chloroform 2009/06/17 112 % 60 - 140Chloromethane 2009/06/17 130 % 60 - 1401,2-dibromoethane 2009/06/17 99 % 60 - 1401,2-dichlorobenzene 2009/06/17 104 % 60 - 1401,3-dichlorobenzene 2009/06/17 104 % 60 - 1401,4-dichlorobenzene 2009/06/17 101 % 60 - 1401,1-dichloroethane 2009/06/17 136 % 60 - 1401,2-dichloroethane 2009/06/17 113 % 60 - 1401,1-dichloroethene 2009/06/17 116 % 60 - 140cis-1,2-dichloroethene 2009/06/17 112 % 60 - 140trans-1,2-dichloroethene 2009/06/17 114 % 60 - 140Dichloromethane 2009/06/17 111 % 60 - 1401,2-dichloropropane 2009/06/17 105 % 60 - 140cis-1,3-dichloropropene 2009/06/17 81 % 60 - 140trans-1,3-dichloropropene 2009/06/17 81 % 60 - 140Methyl methacrylate 2009/06/17 81 % 60 - 140Methyl-tert-butylether (MTBE) 2009/06/17 78 % 60 - 140Styrene 2009/06/17 121 % 60 - 1401,1,1,2-tetrachloroethane 2009/06/17 80 % 60 - 1401,1,2,2-tetrachloroethane 2009/06/17 107 % 60 - 140Tetrachloroethene 2009/06/17 110 % 60 - 1401,2,3-trichlorobenzene 2009/06/17 93 % 60 - 1401,2,4-trichlorobenzene 2009/06/17 76 % 60 - 1401,3,5-trichlorobenzene 2009/06/17 65 % 60 - 1401,1,1-trichloroethane 2009/06/17 93 % 60 - 1401,1,2-trichloroethane 2009/06/17 101 % 60 - 140Trichloroethene 2009/06/17 105 % 60 - 140Trichlorofluoromethane 2009/06/17 119 % 60 - 1401,2,4-trimethylbenzene 2009/06/17 113 % 60 - 1401,3,5-trimethylbenzene 2009/06/17 95 % 60 - 140Vinyl chloride 2009/06/17 121 % 60 - 140

SPIKE 4-BROMOFLUOROBENZENE (sur.) 2009/06/16 100 % 60 - 140D10-ETHYLBENZENE (sur.) 2009/06/16 111 % 30 - 130D4-1,2-DICHLOROETHANE (sur.) 2009/06/16 98 % 60 - 140D8-TOLUENE (sur.) 2009/06/16 103 % 60 - 140Bromodichloromethane 2009/06/16 88 % 60 - 140Bromoform 2009/06/16 73 % 60 - 140Bromomethane 2009/06/16 20 ( 1 ) % 60 - 140Carbon tetrachloride 2009/06/16 97 % 60 - 140Chlorobenzene 2009/06/16 114 % 60 - 140Chlorodibromomethane 2009/06/16 77 % 60 - 140Chloroethane 2009/06/16 98 % 60 - 140Chloroform 2009/06/16 110 % 60 - 140Chloromethane 2009/06/16 125 % 60 - 140


Page 7 of 12




3200319 WW1 SPIKE 1,2-dibromoethane 2009/06/16 97 % 60 - 1401,2-dichlorobenzene 2009/06/16 106 % 60 - 1401,3-dichlorobenzene 2009/06/16 107 % 60 - 1401,4-dichlorobenzene 2009/06/16 104 % 60 - 1401,1-dichloroethane 2009/06/16 121 % 60 - 1401,2-dichloroethane 2009/06/16 108 % 60 - 1401,1-dichloroethene 2009/06/16 123 % 60 - 140cis-1,2-dichloroethene 2009/06/16 110 % 60 - 140trans-1,2-dichloroethene 2009/06/16 120 % 60 - 140Dichloromethane 2009/06/16 115 % 60 - 1401,2-dichloropropane 2009/06/16 104 % 60 - 140cis-1,3-dichloropropene 2009/06/16 91 % 60 - 140trans-1,3-dichloropropene 2009/06/16 94 % 60 - 140Methyl methacrylate 2009/06/16 79 % 60 - 140Methyl-tert-butylether (MTBE) 2009/06/16 74 % 60 - 140Styrene 2009/06/16 122 % 60 - 1401,1,1,2-tetrachloroethane 2009/06/16 94 % 60 - 1401,1,2,2-tetrachloroethane 2009/06/16 102 % 60 - 140Tetrachloroethene 2009/06/16 113 % 60 - 1401,2,3-trichlorobenzene 2009/06/16 60 ( 1 ) % 60 - 1401,2,4-trichlorobenzene 2009/06/16 62 % 60 - 1401,3,5-trichlorobenzene 2009/06/16 71 % 60 - 1401,1,1-trichloroethane 2009/06/16 103 % 60 - 1401,1,2-trichloroethane 2009/06/16 97 % 60 - 140Trichloroethene 2009/06/16 104 % 60 - 140Trichlorofluoromethane 2009/06/16 122 % 60 - 1401,2,4-trimethylbenzene 2009/06/16 117 % 60 - 1401,3,5-trimethylbenzene 2009/06/16 98 % 60 - 140Vinyl chloride 2009/06/16 116 % 60 - 140

BLANK 4-BROMOFLUOROBENZENE (sur.) 2009/06/17 96 % 60 - 140D10-ETHYLBENZENE (sur.) 2009/06/17 118 % 30 - 130D4-1,2-DICHLOROETHANE (sur.) 2009/06/17 96 % 60 - 140D8-TOLUENE (sur.) 2009/06/17 106 % 60 - 140Bromodichloromethane 2009/06/17 <0.03 mg/kgBromoform 2009/06/17 <0.06 mg/kgBromomethane 2009/06/17 <0.02 mg/kgCarbon tetrachloride 2009/06/17 <0.02 mg/kgChlorobenzene 2009/06/17 <0.02 mg/kgChlorodibromomethane 2009/06/17 <0.02 mg/kgChloroethane 2009/06/17 <0.02 mg/kgChloroform 2009/06/17 <0.02 mg/kgChloromethane 2009/06/17 <0.03 mg/kg1,2-dibromoethane 2009/06/17 <0.02 mg/kg1,2-dichlorobenzene 2009/06/17 <0.02 mg/kg1,3-dichlorobenzene 2009/06/17 <0.02 mg/kg1,4-dichlorobenzene 2009/06/17 <0.02 mg/kg1,1-dichloroethane 2009/06/17 <0.02 mg/kg1,2-dichloroethane 2009/06/17 <0.02 mg/kg1,1-dichloroethene 2009/06/17 <0.02 mg/kgcis-1,2-dichloroethene 2009/06/17 <0.02 mg/kgtrans-1,2-dichloroethene 2009/06/17 <0.02 mg/kgDichloromethane 2009/06/17 <0.01 mg/kg1,2-dichloropropane 2009/06/17 <0.02 mg/kgcis-1,3-dichloropropene 2009/06/17 <0.02 mg/kgtrans-1,3-dichloropropene 2009/06/17 <0.02 mg/kg


Page 8 of 12




3200319 WW1 BLANK Methyl methacrylate 2009/06/17 <0.04 mg/kgMethyl-tert-butylether (MTBE) 2009/06/17 <0.03 mg/kgStyrene 2009/06/17 <0.02 mg/kg1,1,1,2-tetrachloroethane 2009/06/17 <0.1 mg/kg1,1,2,2-tetrachloroethane 2009/06/17 <0.1 mg/kgTetrachloroethene 2009/06/17 <0.02 mg/kg1,2,3-trichlorobenzene 2009/06/17 <0.06 mg/kg1,2,4-trichlorobenzene 2009/06/17 <0.06 mg/kg1,3,5-trichlorobenzene 2009/06/17 <0.06 mg/kg1,1,1-trichloroethane 2009/06/17 <0.02 mg/kg1,1,2-trichloroethane 2009/06/17 <0.02 mg/kgTrichloroethene 2009/06/17 <0.01 mg/kgTrichlorofluoromethane 2009/06/17 <0.02 mg/kg1,2,4-trimethylbenzene 2009/06/17 <0.6 mg/kg1,3,5-trimethylbenzene 2009/06/17 <0.6 mg/kgVinyl chloride 2009/06/17 <0.01 mg/kg

RPD Bromodichloromethane 2009/06/17 NC % 50Bromoform 2009/06/17 NC % 50Bromomethane 2009/06/17 NC % 50Chlorodibromomethane 2009/06/17 NC % 50Chloroethane 2009/06/17 NC % 50Chloromethane 2009/06/17 NC % 501,2-dichlorobenzene 2009/06/17 NC % 501,3-dichlorobenzene 2009/06/17 NC % 501,4-dichlorobenzene 2009/06/17 NC % 501,1-dichloroethane 2009/06/17 NC % 501,1-dichloroethene 2009/06/17 NC % 50cis-1,2-dichloroethene 2009/06/17 NC % 50trans-1,2-dichloroethene 2009/06/17 NC % 50Dichloromethane 2009/06/17 NC % 501,2-dichloropropane 2009/06/17 NC % 50cis-1,3-dichloropropene 2009/06/17 NC % 50trans-1,3-dichloropropene 2009/06/17 NC % 50Methyl methacrylate 2009/06/17 NC % 50Methyl-tert-butylether (MTBE) 2009/06/17 NC % 50Styrene 2009/06/17 NC % 501,1,1,2-tetrachloroethane 2009/06/17 NC % 501,1,2,2-tetrachloroethane 2009/06/17 NC % 50Tetrachloroethene 2009/06/17 NC % 501,2,3-trichlorobenzene 2009/06/17 NC % 501,2,4-trichlorobenzene 2009/06/17 NC % 501,3,5-trichlorobenzene 2009/06/17 NC % 501,1,1-trichloroethane 2009/06/17 NC % 501,1,2-trichloroethane 2009/06/17 NC % 50Trichloroethene 2009/06/17 NC % 50Trichlorofluoromethane 2009/06/17 NC % 501,2,4-trimethylbenzene 2009/06/17 NC % 501,3,5-trimethylbenzene 2009/06/17 NC % 50

3200322 WW1 MATRIX SPIKE 4-BROMOFLUOROBENZENE (sur.) 2009/06/17 80 % 60 - 140D10-ETHYLBENZENE (sur.) 2009/06/17 105 % 30 - 130D4-1,2-DICHLOROETHANE (sur.) 2009/06/17 98 % 60 - 140D8-TOLUENE (sur.) 2009/06/17 103 % 60 - 140Carbon tetrachloride 2009/06/17 114 % 60 - 140Chlorobenzene 2009/06/17 78 % 60 - 140Chloroform 2009/06/17 105 % 60 - 140


Page 9 of 12




3200322 WW1 MATRIX SPIKE 1,2-dichloroethane 2009/06/17 99 % 60 - 140Vinyl chloride 2009/06/17 81 % 60 - 1401,2-dibromoethane 2009/06/17 85 % 60 - 140

SPIKE 4-BROMOFLUOROBENZENE (sur.) 2009/06/17 114 % 60 - 140D10-ETHYLBENZENE (sur.) 2009/06/17 85 % 30 - 130D4-1,2-DICHLOROETHANE (sur.) 2009/06/17 95 % 60 - 140D8-TOLUENE (sur.) 2009/06/17 107 % 60 - 140Carbon tetrachloride 2009/06/17 111 % 60 - 140Chlorobenzene 2009/06/17 102 % 60 - 140Chloroform 2009/06/17 96 % 60 - 1401,2-dichloroethane 2009/06/17 94 % 60 - 140Vinyl chloride 2009/06/17 68 % 60 - 1401,2-dibromoethane 2009/06/17 96 % 60 - 140

BLANK 4-BROMOFLUOROBENZENE (sur.) 2009/06/17 95 % 60 - 140D10-ETHYLBENZENE (sur.) 2009/06/17 73 % 30 - 130D4-1,2-DICHLOROETHANE (sur.) 2009/06/17 93 % 60 - 140D8-TOLUENE (sur.) 2009/06/17 100 % 60 - 140Carbon tetrachloride 2009/06/17 <0.0005 mg/kgChlorobenzene 2009/06/17 <0.001 mg/kgChloroform 2009/06/17 <0.0008 mg/kg1,2-dichloroethane 2009/06/17 <0.002 mg/kgVinyl chloride 2009/06/17 <0.0003 mg/kg1,2-dibromoethane 2009/06/17 <0.002 mg/kg

RPD Carbon tetrachloride 2009/06/17 NC % 50Chlorobenzene 2009/06/17 NC % 50Chloroform 2009/06/17 NC % 501,2-dichloroethane 2009/06/17 NC % 50Vinyl chloride 2009/06/17 NC % 501,2-dibromoethane 2009/06/17 NC % 50

NC = Non-calculableRPD = Relative Percent Difference( 1 ) Please note that the recovery of some compounds are outside control limits however the overall quality control for this analysis meets ouracceptability criteria.


Page 10 of 12

Validation Signature Page

Maxxam Job #: A929222

The analytical data and all QC contained in this report were reviewed and validated by the following individual(s).

JENNIFER LO, Senior Analyst, Organics Department

====================================================================Maxxam has procedures in place to guard against improper use of the electronic signature and have the required "signatories", as per section 5.10.2 ofISO/IEC 17025:2005(E), signing the reports. SCC and CALA have approved this reporting process and electronic report format.

Page 11 of 12

Appendix D Groundwater Quality Laboratory Analysis Certificates

THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE WRITTEN AUTHORITY OF THE LABORATORY.ALL SAMPLES WILL BE DISPOSED OF AFTER 30 DAYS FOLLOWING ANALYSIS. PLEASE CONTACT THE LAB IF YOUREQUIRE ADDITIONAL SAMPLE STORAGE TIME.

____________________________________________

JOHN FORBESAccount Manager

2759-095CALGARY AIRPORT AUTHORITY YYC-RDD

Comments:

Job Reference: Project P.O. #:

Other Information:

Legal Site Desc: 08-069447, 08-069448, 08-069449CofC Numbers:

Bay 2, 1313-44 Ave. N.E., Calgary, AB T2E 6L5Phone: +1 403 291 9897 Fax: +1 403 291 0298 www.alsglobal.com

A Campbell Brothers Limited Company

18-AUG-09Lab Work Order #: L807491 Date Received:

AECOM CANADA LTD.

2540 KENSINGTON ROAD NW

CALGARY AB T2N 3S3

ATTN: Janis Lloyd, FINAL 15-SEP-09 10:31 (MT)Report Date:

Version:

Certificate of Analysis

ALS LABORATORY GROUP ANALYTICAL REPORT

L807491 CONTD....

2PAGE

Result D.L. Units Extracted AnalyzedSample Details/Parameters

of

2759-095

Qualifier* Batch

* Refer to Referenced Information for Qualifiers (if any) and Methodology.

48

L807491-1 MW09-20BJANIS LLOYD on 18-AUG-09 @ 08:55Sampled By:

WATERBTEX, F1 (C6-C10),F2 (>C10-C16)

Dissolved Metals

Routine Potable Water

BenzeneTolueneEthylBenzeneXylenesF1(C6-C10)F1-BTEX

F2 (>C10-C16)

Aluminum (Al)-DissolvedBarium (Ba)-DissolvedBeryllium (Be)-DissolvedBoron (B)-DissolvedCadmium (Cd)-DissolvedChromium (Cr)-DissolvedCobalt (Co)-DissolvedCopper (Cu)-DissolvedLead (Pb)-DissolvedMolybdenum (Mo)-DissolvedNickel (Ni)-DissolvedSilver (Ag)-DissolvedStrontium (Sr)-DissolvedThallium (Tl)-DissolvedTin (Sn)-DissolvedTitanium (Ti)-DissolvedVanadium (V)-DissolvedZinc (Zn)-Dissolved

Calcium (Ca)-DissolvedIron (Fe)-DissolvedMagnesium (Mg)-DissolvedManganese (Mn)-DissolvedPotassium (K)-DissolvedSodium (Na)-Dissolved

Diethylene GlycolEthylene GlycolPropylene GlycolTriethylene Glycol

Chloride (Cl)

Fluoride (F)

Ion BalanceTDS (Calculated)Hardness (as CaCO3)

mg/Lmg/Lmg/Lmg/Lmg/Lmg/L

mg/L

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L


mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

18-AUG-0918-AUG-0918-AUG-0918-AUG-0918-AUG-0918-AUG-09

19-AUG-09

19-AUG-0919-AUG-0919-AUG-0919-AUG-09


20-AUG-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09


19-AUG-0919-AUG-0919-AUG-0919-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

0.001070.00062

<0.00050<0.00050

<0.10<0.10

<0.050

<0.0500.0586

<0.0050<0.25

<0.0010<0.00500.0080

<0.0050<0.00500.03850.0188

<0.000500.721

<0.0050<0.00500.0125<0.0250.041

1890.36280.51.2110.5104

<10<10<10<10

9.35

0.20

1001270803

BTEX and F1 (C6-C10)

F2

Dissolved Metals by ICPMS

Dissolved Metals by ICPOES

Glycol Screen

Chloride (Cl)

Fluoride

Ion Balance Calculation

Nitrate+Nitrite

0.000500.000500.000500.00050

0.100.10

0.050

0.0500.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.100.0300.10

0.00500.501.0

10101010

0.10

0.10

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R913448R913448R913448R913448R913448R913448

R913335

R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037

R912408R912408R912408R912408R912408R912408

R915894R915894R915894R915894

R912730

R912730


L807491 CONTD....

3PAGE


of

2759-095

Qualifier* Batch


48

L807491-1

L807491-2

MW09-20B

MW09-88B

JANIS LLOYD on 18-AUG-09 @ 08:55


Sampled By:

Sampled By:

WATER


Dissolved Metals

Nitrate and Nitrite as N

Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity

pHConductivity (EC)Bicarbonate (HCO3)Carbonate (CO3)Hydroxide (OH)Alkalinity, Total (as CaCO3)


F2 (>C10-C16)


Calcium (Ca)-Dissolved

mg/L

mg/L

mg/L

mg/L

NTU

pHuS/cmmg/Lmg/Lmg/Lmg/L


mg/L


mg/L


19-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09


19-AUG-09

1.05

1.05

<0.050

624

>4000

7.851710507<5.0<5.0416

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.0500.0246

<0.0050<0.25

<0.0010<0.0050<0.0050<0.0050<0.0050<0.0050<0.0050<0.00050

0.549<0.0050<0.00500.0117<0.0250.561

49.8

Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity

pH, Conductivity and Total Alkalinity


F2



0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.0500.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.10

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335


R912408


L807491 CONTD....

4PAGE


of

2759-095

Qualifier* Batch


48


WATER

Iron (Fe)-DissolvedMagnesium (Mg)-DissolvedManganese (Mn)-DissolvedPotassium (K)-DissolvedSodium (Na)-Dissolved

Surrogate: 2,4-D d5Surrogate: Treflan d14ClopyralidDicambaMecopropMCPA2,4-DBromoxynilTrifluralinTriclopyrTriallate2,4,5-TPicloramFluazifop-p-butylDiclofop-methyl2,4-DB2,4-DP (Dichlorprop)DinosebEthalfluralinMCPB

DichlorodifluoromethaneChloromethaneVinyl chlorideBromomethaneChloroethaneTrichlorofluoromethane1,1-DichloroetheneMethylene chloridetrans-1,2-Dichloroethene1,1-Dichloroethane2,2-Dichloropropanecis-1,2-DichloroetheneChloroformBromochloromethane1,2-Dichloroethane1,1,1-Trichloroethane1,1-DichloropropeneCarbon tetrachlorideBenzeneTrichloroethene1,2-DichloropropaneBromodichloromethaneDibromomethane

mg/Lmg/Lmg/Lmg/Lmg/L

%%


mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

25-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-09

19-AUG-0919-AUG-0919-AUG-0919-AUG-0919-AUG-09

14-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-09

25-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-09

<0.03022.4

0.02766.05416

6971

<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010

<0.0010<0.010<0.020<0.010<0.010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010


Herb Screen GC/MS

EPA 8260 Volatile Organics

0.0300.10

0.00500.501.0

30-14030-1400.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.00010

0.00100.0100.0200.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0010

Matrix:

R912408R912408R912408R912408R912408

R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

5PAGE


of

2759-095

Qualifier* Batch


48


WATER


cis-1,3-Dichloropropenetrans-1,3-DichloropropeneToluene1,1,2-Trichloroethane1,3-DichloropropaneTetrachloroetheneDibromochloromethane1,2-DibromoethaneChlorobenzeneEthylbenzene1,1,1,2-Tetrachloroethanem+p-Xyleneso-XyleneStyreneBromoformIsopropylbenzene1,1,2,2-Tetrachloroethane1,2,3-Trichloropropanen-PropylbenzeneBromobenzene1,3,5-Trimethylbenzene2-Chlorotoluene4-Chlorotoluenetert-Butylbenzene1,2,4-Trimethylbenzenesec-Butylbenzenep-Isopropyltoluene1,3-Dichlorobenzene1,4-Dichlorobenzenen-Butylbenzene1,2-Dichlorobenzene1,2-Dibromo-3-chloropropane1,2,4-TrichlorobenzeneHexachlorobutadieneNaphthalene1,2,3-TrichlorobenzeneSurrogate: 1,4-DifluorobenzeneSurrogate: 4-BromofluorobenzeneSurrogate: 3,4-Dichlorotoluene

Chloride (Cl)

Fluoride (F)



Nitrate-N

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

%%%

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

25-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-09

25-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0050<0.0020<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

10386121

4.13

0.22

901450217

1.93

1.93


Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

0.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00500.00200.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.001070-13070-13070-130

0.10

0.10

0.071

0.050

Matrix:

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503

R912730

R912730

R912730


L807491 CONTD....

6PAGE


of

2759-095

Qualifier* Batch


48

L807491-2

L807491-3

MW09-88B

MW09-169A



Sampled By:

Sampled By:

WATER


Dissolved Metals

Nitrite-N

Sulphate (SO4)

Turbidity



F2 (>C10-C16)


Calcium (Ca)-DissolvedIron (Fe)-DissolvedMagnesium (Mg)-DissolvedManganese (Mn)-DissolvedPotassium (K)-Dissolved

mg/L

mg/L

NTU



mg/L




19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09



<0.050

564

>4000

8.092130768<5.0<5.0630

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<1.0<0.10<0.10<5.0

<0.020<0.10<0.10<0.10<0.10<0.10<0.10<0.0107.94

<0.10<0.100.41

<0.50<0.50

437<0.6015500.1050

Nitrite-N

Sulfate (SO4)

Turbidity



F2



0.050

0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

1.00.100.105.0

0.0200.100.100.100.100.100.100.0100.100.100.100.100.500.50

1.00.602.00.1010

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408


L807491 CONTD....

7PAGE


of

2759-095

Qualifier* Batch


48

L807491-3 MW09-169AJANIS LLOYD on 18-AUG-09 @ 10:10Sampled By:

WATER

Sodium (Na)-Dissolved


DichlorodifluoromethaneChloromethaneVinyl chlorideBromomethaneChloroethaneTrichlorofluoromethane1,1-DichloroetheneMethylene chloridetrans-1,2-Dichloroethene1,1-Dichloroethane2,2-Dichloropropanecis-1,2-DichloroetheneChloroformBromochloromethane1,2-Dichloroethane1,1,1-Trichloroethane1,1-DichloropropeneCarbon tetrachlorideBenzeneTrichloroethene1,2-DichloropropaneBromodichloromethaneDibromomethanecis-1,3-Dichloropropenetrans-1,3-DichloropropeneToluene1,1,2-Trichloroethane1,3-DichloropropaneTetrachloroetheneDibromochloromethane1,2-DibromoethaneChlorobenzeneEthylbenzene1,1,1,2-Tetrachloroethanem+p-Xyleneso-XyleneStyreneBromoformIsopropylbenzene1,1,2,2-Tetrachloroethane1,2,3-Trichloropropanen-PropylbenzeneBromobenzene

mg/L

mg/Lmg/Lmg/Lmg/L

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

19-AUG-0919-AUG-0919-AUG-0919-AUG-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

19-AUG-09

19-AUG-0919-AUG-0919-AUG-0919-AUG-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

6510

<10<10<10<10

<0.0010<0.010<0.020<0.010<0.010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0050<0.0020<0.0010<0.0010


Glycol Screen


20

10101010

0.00100.0100.0200.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00500.00200.00100.0010

Matrix:

DLA R912408

R915894R915894R915894R915894

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

8PAGE


of

2759-095

Qualifier* Batch


48

L807491-3

L807491-4

MW09-169A

MW09-169B



Sampled By:

Sampled By:

WATER

WATER


BTEX, F1 (C6-C10),F2 (>C10-C16)

1,3,5-Trimethylbenzene2-Chlorotoluene4-Chlorotoluenetert-Butylbenzene1,2,4-Trimethylbenzenesec-Butylbenzenep-Isopropyltoluene1,3-Dichlorobenzene1,4-Dichlorobenzenen-Butylbenzene1,2-Dichlorobenzene1,2-Dibromo-3-chloropropane1,2,4-TrichlorobenzeneHexachlorobutadieneNaphthalene1,2,3-TrichlorobenzeneSurrogate: 1,4-DifluorobenzeneSurrogate: 4-BromofluorobenzeneSurrogate: 3,4-Dichlorotoluene

Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity


Benzene

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

%%%

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU


mg/L

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

18-AUG-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09


19-AUG-09

<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

10186111

6.8

<0.25

110269007470

36.8

36.8

<0.25

17900

651

7.7723100619<5.0<5.0507

<0.00050


Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity



0.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.001070-13070-13070-130

2.5

0.25

0.25

0.050

0.25

0.50

0.20

0.103.05.05.05.05.0

0.00050

Matrix:

Matrix:

DLA

DLA

DLA

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448


L807491 CONTD....

9PAGE


of

2759-095

Qualifier* Batch


48


WATER

Dissolved Metals


TolueneEthylBenzeneXylenesF1(C6-C10)F1-BTEX

F2 (>C10-C16)



Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


mg/L



mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


19-AUG-09


20-AUG-09



19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.50<0.050<0.050<2.5

<0.010<0.050<0.050<0.050<0.050<0.050<0.050<0.0050

5.62<0.050<0.0500.174<0.25<0.25

368<0.30508

0.60017.42370

5.31

0.13

90115003010

3.39

3.39

<0.050

7880


F2



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

0.000500.000500.00050

0.100.10

0.050

0.500.0500.0502.5

0.0100.0500.0500.0500.0500.0500.0500.00500.0500.0500.0500.0500.250.25

1.00.301.0

0.0505.010

0.10

0.10

0.071

0.050

0.050

0.50

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408

R912730

R912730

R912730

R912730

R912730


L807491 CONTD....

10PAGE


of

2759-095

Qualifier* Batch


48

L807491-4

L807491-5

MW09-169B

MW09-232A



Sampled By:

Sampled By:

WATER


Dissolved Metals

Turbidity



F2 (>C10-C16)



Surrogate: 2,4-D d5

NTU



mg/L



%


19-AUG-09

21-AUG-09



20-AUG-09



14-SEP-09

3850

7.7812000628<5.0<5.0515

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.200.038

<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.0200.023

<0.00204.63

<0.020<0.0200.148<0.10<0.10

371<0.30513

0.09366.61960

90

Turbidity



F2



Herb Screen GC/MS

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.200.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.00200.0200.0200.0200.0200.100.10

1.00.301.0

0.0505.010

30-140

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408

R941624


L807491 CONTD....

11PAGE


of

2759-095

Qualifier* Batch


48


WATER

Surrogate: Treflan d14ClopyralidDicambaMecopropMCPA2,4-DBromoxynilTrifluralinTriclopyrTriallate2,4,5-TPicloramFluazifop-p-butylDiclofop-methyl2,4-DB2,4-DP (Dichlorprop)DinosebEthalfluralinMCPB

DichlorodifluoromethaneChloromethaneVinyl chlorideBromomethaneChloroethaneTrichlorofluoromethane1,1-DichloroetheneMethylene chloridetrans-1,2-Dichloroethene1,1-Dichloroethane2,2-Dichloropropanecis-1,2-DichloroetheneChloroformBromochloromethane1,2-Dichloroethane1,1,1-Trichloroethane1,1-DichloropropeneCarbon tetrachlorideBenzeneTrichloroethene1,2-DichloropropaneBromodichloromethaneDibromomethanecis-1,3-Dichloropropenetrans-1,3-DichloropropeneToluene1,1,2-Trichloroethane1,3-DichloropropaneTetrachloroetheneDibromochloromethane1,2-Dibromoethane

%mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

14-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-09


76<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010

<0.0010<0.010<0.020<0.010<0.010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

Herb Screen GC/MS


30-1400.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.00010

0.00100.0100.0200.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0010

Matrix:

R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

12PAGE


of

2759-095

Qualifier* Batch


48


WATER


ChlorobenzeneEthylbenzene1,1,1,2-Tetrachloroethanem+p-Xyleneso-XyleneStyreneBromoformIsopropylbenzene1,1,2,2-Tetrachloroethane1,2,3-Trichloropropanen-PropylbenzeneBromobenzene1,3,5-Trimethylbenzene2-Chlorotoluene4-Chlorotoluenetert-Butylbenzene1,2,4-Trimethylbenzenesec-Butylbenzenep-Isopropyltoluene1,3-Dichlorobenzene1,4-Dichlorobenzenen-Butylbenzene1,2-Dichlorobenzene1,2-Dibromo-3-chloropropane1,2,4-TrichlorobenzeneHexachlorobutadieneNaphthalene1,2,3-TrichlorobenzeneSurrogate: 1,4-DifluorobenzeneSurrogate: 4-BromofluorobenzeneSurrogate: 3,4-Dichlorotoluene

Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity

pH

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

%%%

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU

pH



19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09

19-AUG-09

<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0050<0.0020<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

10185114

30.8

0.15

10099403040

0.202

0.202

<0.050

6710

283

7.79


Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity


0.00100.00100.00100.00100.00100.00100.00100.00100.00500.00200.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.001070-13070-13070-130

0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.10

Matrix:

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503

R912730

R912730

R912730

R912730

R912730

R917476

R913198


L807491 CONTD....

13PAGE


of

2759-095

Qualifier* Batch


48

L807491-5

L807491-6

MW09-232A

MW09-232B



Sampled By:

Sampled By:

WATER


Dissolved Metals

Conductivity (EC)Bicarbonate (HCO3)Carbonate (CO3)Hydroxide (OH)Alkalinity, Total (as CaCO3)


F2 (>C10-C16)




uS/cmmg/Lmg/Lmg/Lmg/L


mg/L



mg/Lmg/Lmg/Lmg/L


19-AUG-09

19-AUG-0919-AUG-0919-AUG-0919-AUG-09



20-AUG-09



19-AUG-0919-AUG-0919-AUG-0919-AUG-09

10600581<5.0<5.0476

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.200.025

<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.020<0.020<0.0020

4.64<0.020<0.0200.126<0.10<0.10

311<0.30478

0.82333.31670

<10<10<10<10



F2



Glycol Screen

3.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.200.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.00200.0200.0200.0200.0200.100.10

0.500.301.0

0.0505.010

10101010

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408

R915894R915894R915894R915894


L807491 CONTD....

14PAGE


of

2759-095

Qualifier* Batch


48

L807491-6

L807491-7

MW09-232B

MW09-295A



Sampled By:

Sampled By:

WATER

WATER


BTEX, F1 (C6-C10),F2 (>C10-C16)

Dissolved Metals

Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity



F2 (>C10-C16)

Aluminum (Al)-DissolvedBarium (Ba)-DissolvedBeryllium (Be)-DissolvedBoron (B)-DissolvedCadmium (Cd)-DissolvedChromium (Cr)-DissolvedCobalt (Co)-DissolvedCopper (Cu)-DissolvedLead (Pb)-DissolvedMolybdenum (Mo)-DissolvedNickel (Ni)-DissolvedSilver (Ag)-Dissolved

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU



mg/L

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L


19-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

13.8

0.14

10087402740

0.115

0.115

<0.050

5940

125

7.779310598<5.0<5.0490

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<1.0<0.10<0.10<5.0

<0.020<0.10<0.10<0.10<0.10<0.10<0.10<0.010

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity



F2


0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

1.00.100.105.0

0.0200.100.100.100.100.100.100.010

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335

R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037


L807491 CONTD....

15PAGE


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2759-095

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48


WATER

Strontium (Sr)-DissolvedThallium (Tl)-DissolvedTin (Sn)-DissolvedTitanium (Ti)-DissolvedVanadium (V)-DissolvedZinc (Zn)-Dissolved


DichlorodifluoromethaneChloromethaneVinyl chlorideBromomethaneChloroethaneTrichlorofluoromethane1,1-DichloroetheneMethylene chloridetrans-1,2-Dichloroethene1,1-Dichloroethane2,2-Dichloropropanecis-1,2-DichloroetheneChloroformBromochloromethane1,2-Dichloroethane1,1,1-Trichloroethane1,1-DichloropropeneCarbon tetrachlorideBenzeneTrichloroethene1,2-DichloropropaneBromodichloromethaneDibromomethanecis-1,3-Dichloropropenetrans-1,3-DichloropropeneToluene1,1,2-Trichloroethane1,3-DichloropropaneTetrachloroetheneDibromochloromethane1,2-DibromoethaneChlorobenzeneEthylbenzene1,1,1,2-Tetrachloroethanem+p-Xyleneso-Xylene




22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09




9.16<0.10<0.100.70

<0.50<0.50

365<1.528600.5137

7350

<0.0010<0.010<0.020<0.010<0.010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010




0.100.100.100.100.500.50

5.01.55.00.252550

0.00100.0100.0200.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0010

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R918037R918037R918037R918037R918037R918037

R912408R912408R912408R912408R912408R912408

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

16PAGE


of

2759-095

Qualifier* Batch


48


WATER


StyreneBromoformIsopropylbenzene1,1,2,2-Tetrachloroethane1,2,3-Trichloropropanen-PropylbenzeneBromobenzene1,3,5-Trimethylbenzene2-Chlorotoluene4-Chlorotoluenetert-Butylbenzene1,2,4-Trimethylbenzenesec-Butylbenzenep-Isopropyltoluene1,3-Dichlorobenzene1,4-Dichlorobenzenen-Butylbenzene1,2-Dichlorobenzene1,2-Dibromo-3-chloropropane1,2,4-TrichlorobenzeneHexachlorobutadieneNaphthalene1,2,3-TrichlorobenzeneSurrogate: 1,4-DifluorobenzeneSurrogate: 4-BromofluorobenzeneSurrogate: 3,4-Dichlorotoluene

Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity



%%%

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU


22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09


19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09


<0.0010<0.0010<0.0010<0.0050<0.0020<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

10385108

18.1

<0.50

804330012700

1.10

1.10

<0.50

32300

>4000

7.6132400840<5.0<5.0688


Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity


0.00100.00100.00100.00500.00200.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.001070-13070-13070-130

5.0

0.50

0.71

0.50

0.50

0.50

0.20

0.103.05.05.05.05.0

Matrix:

DLA

DLA

RRV

DLA

DLA

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198


L807491 CONTD....

17PAGE


of

2759-095

Qualifier* Batch


48

L807491-7

L807491-8

MW09-295A

MW09-295B



Sampled By:

Sampled By:

WATER


Dissolved Metals


F2 (>C10-C16)




Surrogate: 2,4-D d5Surrogate: Treflan d14ClopyralidDicambaMecoprop


mg/L



mg/Lmg/Lmg/Lmg/L

%%

mg/Lmg/Lmg/L


19-AUG-09

19-AUG-0919-AUG-0919-AUG-0919-AUG-09


20-AUG-09



19-AUG-0919-AUG-0919-AUG-0919-AUG-09

14-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-09

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<1.0<0.10<0.10<5.0

<0.020<0.10<0.10<0.10<0.10<0.10<0.10<0.01012.6

<0.10<0.100.56

<0.50<0.50

358<1.522601.6933

5690

<10<10<10<10

10581

<0.00010<0.00010<0.00010


F2



Glycol Screen

Herb Screen GC/MS

0.000500.000500.000500.00050

0.100.10

0.050

1.00.100.105.0

0.0200.100.100.100.100.100.100.0100.100.100.100.100.500.50

5.01.55.00.252550

10101010

30-14030-1400.000100.000100.00010

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408

R915894R915894R915894R915894

R941624R941624R941624R941624R941624


L807491 CONTD....

18PAGE


of

2759-095

Qualifier* Batch


48


WATER

MCPA2,4-DBromoxynilTrifluralinTriclopyrTriallate2,4,5-TPicloramFluazifop-p-butylDiclofop-methyl2,4-DB2,4-DP (Dichlorprop)DinosebEthalfluralinMCPB

DichlorodifluoromethaneChloromethaneVinyl chlorideBromomethaneChloroethaneTrichlorofluoromethane1,1-DichloroetheneMethylene chloridetrans-1,2-Dichloroethene1,1-Dichloroethane2,2-Dichloropropanecis-1,2-DichloroetheneChloroformBromochloromethane1,2-Dichloroethane1,1,1-Trichloroethane1,1-DichloropropeneCarbon tetrachlorideBenzeneTrichloroethene1,2-DichloropropaneBromodichloromethaneDibromomethanecis-1,3-Dichloropropenetrans-1,3-DichloropropeneToluene1,1,2-Trichloroethane1,3-DichloropropaneTetrachloroetheneDibromochloromethane1,2-DibromoethaneChlorobenzeneEthylbenzene1,1,1,2-Tetrachloroethanem+p-Xylenes

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

14-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-0914-SEP-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010<0.00010

<0.0010<0.010<0.020<0.010<0.010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

Herb Screen GC/MS


0.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.000100.00010

0.00100.0100.0200.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0010

Matrix:

R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624R941624

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

19PAGE


of

2759-095

Qualifier* Batch


48


WATER


o-XyleneStyreneBromoformIsopropylbenzene1,1,2,2-Tetrachloroethane1,2,3-Trichloropropanen-PropylbenzeneBromobenzene1,3,5-Trimethylbenzene2-Chlorotoluene4-Chlorotoluenetert-Butylbenzene1,2,4-Trimethylbenzenesec-Butylbenzenep-Isopropyltoluene1,3-Dichlorobenzene1,4-Dichlorobenzenen-Butylbenzene1,2-Dichlorobenzene1,2-Dibromo-3-chloropropane1,2,4-TrichlorobenzeneHexachlorobutadieneNaphthalene1,2,3-TrichlorobenzeneSurrogate: 1,4-DifluorobenzeneSurrogate: 4-BromofluorobenzeneSurrogate: 3,4-Dichlorotoluene

Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity

pHConductivity (EC)Bicarbonate (HCO3)Carbonate (CO3)Hydroxide (OH)

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

%%%

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU

pHuS/cmmg/Lmg/Lmg/L

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09


<0.0010<0.0010<0.0010<0.0010<0.0050<0.0020<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

10286105

21.6

<0.50

803380010200

<0.71

<0.50

<0.50

24900

220

7.64266001000<5.0<5.0


Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity


0.00100.00100.00100.00100.00500.00200.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.001070-13070-13070-130

5.0

0.50

0.71

0.50

0.50

0.50

0.20

0.103.05.05.05.0

Matrix:

DLA

DLA

BL:INT

DLA

DLA

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198


L807491 CONTD....

20PAGE


of

2759-095

Qualifier* Batch


48

L807491-8

L807491-9

MW09-295B

MW09-316B



Sampled By:

Sampled By:

WATER


Dissolved Metals

Alkalinity, Total (as CaCO3)


F2 (>C10-C16)




DichlorodifluoromethaneChloromethaneVinyl chloride

mg/L


mg/L



mg/Lmg/Lmg/Lmg/L

mg/Lmg/Lmg/L


19-AUG-09

19-AUG-0919-AUG-0919-AUG-0919-AUG-09

25-AUG-0925-AUG-0925-AUG-09

19-AUG-09


20-AUG-09



19-AUG-0919-AUG-0919-AUG-0919-AUG-09

25-AUG-0925-AUG-0925-AUG-09

822

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.200.037

<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.0200.021

<0.00204.82

<0.020<0.0200.084<0.10<0.10

447<0.15198

0.13412.71110

<10<10<10<10

<0.0010<0.010<0.020



F2



Glycol Screen


5.0

0.000500.000500.000500.00050

0.100.10

0.050

0.200.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.00200.0200.0200.0200.0200.100.10

0.250.150.500.0252.55.0

10101010

0.00100.0100.020

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R913198

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408

R915894R915894R915894R915894

R920503R920503R920503


L807491 CONTD....

21PAGE


of

2759-095

Qualifier* Batch


48


WATER

BromomethaneChloroethaneTrichlorofluoromethane1,1-DichloroetheneMethylene chloridetrans-1,2-Dichloroethene1,1-Dichloroethane2,2-Dichloropropanecis-1,2-DichloroetheneChloroformBromochloromethane1,2-Dichloroethane1,1,1-Trichloroethane1,1-DichloropropeneCarbon tetrachlorideBenzeneTrichloroethene1,2-DichloropropaneBromodichloromethaneDibromomethanecis-1,3-Dichloropropenetrans-1,3-DichloropropeneToluene1,1,2-Trichloroethane1,3-DichloropropaneTetrachloroetheneDibromochloromethane1,2-DibromoethaneChlorobenzeneEthylbenzene1,1,1,2-Tetrachloroethanem+p-Xyleneso-XyleneStyreneBromoformIsopropylbenzene1,1,2,2-Tetrachloroethane1,2,3-Trichloropropanen-PropylbenzeneBromobenzene1,3,5-Trimethylbenzene2-Chlorotoluene4-Chlorotoluenetert-Butylbenzene1,2,4-Trimethylbenzenesec-Butylbenzenep-Isopropyltoluene1,3-Dichlorobenzene1,4-Dichlorobenzenen-Butylbenzene1,2-Dichlorobenzene

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

25-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-09

25-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-09

<0.010<0.010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0050<0.0020<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

EPA 8260 Volatile Organics0.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00500.00200.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0010

Matrix:

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

22PAGE


of

2759-095

Qualifier* Batch


48

L807491-9

L807491-10

MW09-316B

MW09-262B



Sampled By:

Sampled By:

WATER

WATER


BTEX, F1 (C6-C10),F2 (>C10-C16)

Dissolved Metals

1,2-Dibromo-3-chloropropane1,2,4-TrichlorobenzeneHexachlorobutadieneNaphthalene1,2,3-TrichlorobenzeneSurrogate: 1,4-DifluorobenzeneSurrogate: 4-BromofluorobenzeneSurrogate: 3,4-Dichlorotoluene

Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity



F2 (>C10-C16)

Aluminum (Al)-DissolvedBarium (Ba)-DissolvedBeryllium (Be)-Dissolved


%%%

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU



mg/L

mg/Lmg/Lmg/L

25-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-09


19-AUG-09

25-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-0925-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09

22-AUG-0922-AUG-0922-AUG-09

<0.0010<0.0010<0.0010<0.0010<0.0010

10386124

184

<0.10

9061401930

3.30

3.30

<0.050

3900

>4000

7.706940555<5.0<5.0455

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.0500.0525

<0.0050


Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity



F2


0.00100.00100.00100.00100.001070-13070-13070-130

0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.0500.00500.0050

Matrix:

Matrix:

DLA

DLA

DLA

R920503R920503R920503R920503R920503R920503R920503R920503

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335

R918037R918037R918037


L807491 CONTD....

23PAGE


of

2759-095

Qualifier* Batch


48

L807491-10

L807491-11

MW09-262B

MW09-226



Sampled By:

Sampled By:

WATER

WATER


Boron (B)-DissolvedCadmium (Cd)-DissolvedChromium (Cr)-DissolvedCobalt (Co)-DissolvedCopper (Cu)-DissolvedLead (Pb)-DissolvedMolybdenum (Mo)-DissolvedNickel (Ni)-DissolvedSilver (Ag)-DissolvedStrontium (Sr)-DissolvedThallium (Tl)-DissolvedTin (Sn)-DissolvedTitanium (Ti)-DissolvedVanadium (V)-DissolvedZinc (Zn)-Dissolved


Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity




mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU


22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09


19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09


<0.25<0.0010<0.0050<0.0050<0.0050<0.0050<0.00500.0157

<0.000502.42

<0.0050<0.00500.0288<0.0250.036

332<0.15125

0.15711.1263

147

0.23

9026101340

0.501

0.501

<0.050

1540

>4000

7.753100385<5.0<5.0316



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity


0.250.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.500.150.500.0252.55.0

0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA


R912408R912408R912408R912408R912408R912408

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198


L807491 CONTD....

24PAGE


of

2759-095

Qualifier* Batch


48

L807491-11 MW09-226JANIS LLOYD on 18-AUG-09 @ 13:40Sampled By:


Dissolved Metals


F2 (>C10-C16)



DichlorodifluoromethaneChloromethaneVinyl chlorideBromomethaneChloroethaneTrichlorofluoromethane1,1-DichloroetheneMethylene chloridetrans-1,2-Dichloroethene1,1-Dichloroethane2,2-Dichloropropanecis-1,2-DichloroetheneChloroformBromochloromethane


mg/L



mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L


19-AUG-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09


20-AUG-09




<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.0500.0356

<0.0050<0.25

<0.0010<0.0050<0.0050<0.0050<0.0050<0.00500.0182

<0.000502.34

<0.0050<0.00500.0112<0.0250.526

405<0.15171

0.19611.3167

<0.0010<0.010<0.020<0.010<0.010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010


F2




0.000500.000500.000500.00050

0.100.10

0.050

0.0500.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.250.150.500.0252.55.0

0.00100.0100.0200.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.0010

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

25PAGE


of

2759-095

Qualifier* Batch


48

L807491-11 MW09-226JANIS LLOYD on 18-AUG-09 @ 13:40Sampled By:

WATER


1,2-Dichloroethane1,1,1-Trichloroethane1,1-DichloropropeneCarbon tetrachlorideBenzeneTrichloroethene1,2-DichloropropaneBromodichloromethaneDibromomethanecis-1,3-Dichloropropenetrans-1,3-DichloropropeneToluene1,1,2-Trichloroethane1,3-DichloropropaneTetrachloroetheneDibromochloromethane1,2-DibromoethaneChlorobenzeneEthylbenzene1,1,1,2-Tetrachloroethanem+p-Xyleneso-XyleneStyreneBromoformIsopropylbenzene1,1,2,2-Tetrachloroethane1,2,3-Trichloropropanen-PropylbenzeneBromobenzene1,3,5-Trimethylbenzene2-Chlorotoluene4-Chlorotoluenetert-Butylbenzene1,2,4-Trimethylbenzenesec-Butylbenzenep-Isopropyltoluene1,3-Dichlorobenzene1,4-Dichlorobenzenen-Butylbenzene1,2-Dichlorobenzene1,2-Dibromo-3-chloropropane1,2,4-TrichlorobenzeneHexachlorobutadieneNaphthalene1,2,3-TrichlorobenzeneSurrogate: 1,4-DifluorobenzeneSurrogate: 4-BromofluorobenzeneSurrogate: 3,4-Dichlorotoluene

Chloride (Cl)

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

%%%

mg/L

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09


19-AUG-09

<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0050<0.0020<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

10184114

983


Chloride (Cl)

Fluoride

0.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00500.00200.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.001070-13070-13070-130

0.10

Matrix:

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503

R912730


L807491 CONTD....

26PAGE


of

2759-095

Qualifier* Batch


48

L807491-11

L807491-12

MW09-226

MW09-226C



Sampled By:

Sampled By:

WATER


Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity



F2 (>C10-C16)

DichlorodifluoromethaneChloromethaneVinyl chlorideBromomethaneChloroethaneTrichlorofluoromethane1,1-DichloroetheneMethylene chloridetrans-1,2-Dichloroethene1,1-Dichloroethane2,2-Dichloropropanecis-1,2-DichloroetheneChloroformBromochloromethane

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU



mg/L

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L


19-AUG-09


19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09


<0.10

9024501720

1.75

1.75

<0.050

520

>4000

7.683980368<5.0<5.0301

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.0010<0.010<0.020<0.010<0.010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity



F2


0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.00100.0100.0200.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.0010

Matrix:

Matrix:

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

27PAGE


of

2759-095

Qualifier* Batch


48

L807491-12

L807491-13

MW09-226C

MW09-217A



Sampled By:

Sampled By:

WATER

WATER

1,2-Dichloroethane1,1,1-Trichloroethane1,1-DichloropropeneCarbon tetrachlorideBenzeneTrichloroethene1,2-DichloropropaneBromodichloromethaneDibromomethanecis-1,3-Dichloropropenetrans-1,3-DichloropropeneToluene1,1,2-Trichloroethane1,3-DichloropropaneTetrachloroetheneDibromochloromethane1,2-DibromoethaneChlorobenzeneEthylbenzene1,1,1,2-Tetrachloroethanem+p-Xyleneso-XyleneStyreneBromoformIsopropylbenzene1,1,2,2-Tetrachloroethane1,2,3-Trichloropropanen-PropylbenzeneBromobenzene1,3,5-Trimethylbenzene2-Chlorotoluene4-Chlorotoluenetert-Butylbenzene1,2,4-Trimethylbenzenesec-Butylbenzenep-Isopropyltoluene1,3-Dichlorobenzene1,4-Dichlorobenzenen-Butylbenzene1,2-Dichlorobenzene1,2-Dibromo-3-chloropropane1,2,4-TrichlorobenzeneHexachlorobutadieneNaphthalene1,2,3-TrichlorobenzeneSurrogate: 1,4-DifluorobenzeneSurrogate: 4-BromofluorobenzeneSurrogate: 3,4-Dichlorotoluene

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

%%%



<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0050<0.0020<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

10283109

EPA 8260 Volatile Organics0.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00500.00200.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.001070-13070-13070-130

Matrix:

Matrix:

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

28PAGE


of

2759-095

Qualifier* Batch


48



Dissolved Metals



F2 (>C10-C16)



Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N


mg/L



mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L


19-AUG-09


20-AUG-09



19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

<0.000500.00070

<0.00050<0.00050

<0.10<0.10

<0.050

<0.0500.0613

<0.0050<0.25

<0.0010<0.00500.0096

<0.0050<0.00500.01130.0237

<0.000502.00

<0.0050<0.00500.0259<0.0250.043

3980.611742.7314.2143

381

0.13

10024201710

0.287

0.119

0.168


F2



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

0.000500.000500.000500.00050

0.100.10

0.050

0.0500.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.500.150.500.0252.55.0

0.10

0.10

0.071

0.050

0.050

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408

R912730

R912730

R912730

R912730


L807491 CONTD....

29PAGE


of

2759-095

Qualifier* Batch


48

L807491-13

L807491-14

MW09-217A

MW09-217B



Sampled By:

Sampled By:

WATER


Dissolved Metals

Sulphate (SO4)

Turbidity



F2 (>C10-C16)



mg/L

NTU



mg/L




19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09



1130

>4000

7.763090356<5.0<5.0292

<0.000500.00077

<0.000500.00061<0.10<0.10

<0.050

<0.0500.111

<0.0050<0.25

<0.0010<0.0050<0.0050<0.0050<0.00500.0279

<0.0050<0.00050

1.06<0.0050<0.00500.0107<0.0250.598

86.70.30927.90.7187.48203

Sulfate (SO4)

Turbidity



F2



0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.0500.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.100.0300.10

0.00500.501.0

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408


L807491 CONTD....

30PAGE


of

2759-095

Qualifier* Batch


48

L807491-14

L807491-15

MW09-217B

MW09-363



Sampled By:

Sampled By:

WATER

WATER


BTEX, F1 (C6-C10),F2 (>C10-C16)

Dissolved Metals


Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity



F2 (>C10-C16)

Aluminum (Al)-DissolvedBarium (Ba)-DissolvedBeryllium (Be)-DissolvedBoron (B)-DissolvedCadmium (Cd)-DissolvedChromium (Cr)-DissolvedCobalt (Co)-Dissolved

mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU



mg/L

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

19-AUG-0919-AUG-0919-AUG-0919-AUG-09


19-AUG-09

19-AUG-0919-AUG-0919-AUG-0919-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

<10<10<10<10

17.9

0.23

100985331

<0.071

<0.050

<0.050

470

81.7

7.991440350<5.0<5.0287

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.0500.0312

<0.0050<0.25

<0.0010<0.0050<0.0050

Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity



F2


10101010

0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.0500.00500.00500.25

0.00100.00500.0050

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R915894R915894R915894R915894

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335

R918037R918037R918037R918037R918037R918037R918037


L807491 CONTD....

31PAGE


of

2759-095

Qualifier* Batch


48

L807491-15

L807491-16

MW09-363

MW09-E370



Sampled By:

Sampled By:

WATER

WATER


BTEX, F1 (C6-C10),F2 (>C10-C16)

Copper (Cu)-DissolvedLead (Pb)-DissolvedMolybdenum (Mo)-DissolvedNickel (Ni)-DissolvedSilver (Ag)-DissolvedStrontium (Sr)-DissolvedThallium (Tl)-DissolvedTin (Sn)-DissolvedTitanium (Ti)-DissolvedVanadium (V)-DissolvedZinc (Zn)-Dissolved


Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity


BenzeneToluene

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L


mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU


mg/Lmg/L

18-AUG-0918-AUG-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09


19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09


20-AUG-0920-AUG-09

<0.0050<0.0050<0.00500.0114

<0.000501.20

<0.0050<0.00500.0168<0.0250.038

144<0.03058.60.6488.98235

20.4

0.15

1001450601

<0.071

<0.050

<0.050

789

96.2

7.922000402<5.0<5.0330

<0.00050<0.00050



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity



0.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.100.0300.10

0.00500.501.0

0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.000500.00050

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037

R912408R912408R912408R912408R912408R912408

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448


L807491 CONTD....

32PAGE


of

2759-095

Qualifier* Batch


48

L807491-16 MW09-E370JANIS LLOYD on 18-AUG-09 @ 15:00Sampled By:

WATER

Dissolved Metals

EthylBenzeneXylenesF1(C6-C10)F1-BTEX

F2 (>C10-C16)




DichlorodifluoromethaneChloromethaneVinyl chlorideBromomethaneChloroethaneTrichlorofluoromethane1,1-DichloroetheneMethylene chloridetrans-1,2-Dichloroethene1,1-Dichloroethane2,2-Dichloropropanecis-1,2-Dichloroethene

mg/Lmg/Lmg/Lmg/L

mg/L



mg/Lmg/Lmg/Lmg/L


18-AUG-0918-AUG-0918-AUG-0918-AUG-09

19-AUG-09

19-AUG-0919-AUG-0919-AUG-0919-AUG-09


20-AUG-0920-AUG-0920-AUG-0920-AUG-09

20-AUG-09



19-AUG-0919-AUG-0919-AUG-0919-AUG-09


<0.00050<0.00050

<0.10<0.10

<0.050

<0.0500.0330

<0.00500.37

<0.0010<0.00500.0053

<0.0050<0.0050<0.00500.0211

<0.000501.23

<0.0050<0.00500.0212<0.0250.045

187<0.03092.70.45111.8216

<10<10<10<10

<0.0010<0.010<0.020<0.010<0.010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010


F2



Glycol Screen


0.000500.00050

0.100.10

0.050

0.0500.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.100.0300.10

0.00500.501.0

10101010

0.00100.0100.0200.0100.0100.00100.00100.00100.00100.00100.00100.0010

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408

R915894R915894R915894R915894

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

33PAGE


of

2759-095

Qualifier* Batch


48

L807491-16 MW09-E370JANIS LLOYD on 18-AUG-09 @ 15:00Sampled By:

WATER


ChloroformBromochloromethane1,2-Dichloroethane1,1,1-Trichloroethane1,1-DichloropropeneCarbon tetrachlorideBenzeneTrichloroethene1,2-DichloropropaneBromodichloromethaneDibromomethanecis-1,3-Dichloropropenetrans-1,3-DichloropropeneToluene1,1,2-Trichloroethane1,3-DichloropropaneTetrachloroetheneDibromochloromethane1,2-DibromoethaneChlorobenzeneEthylbenzene1,1,1,2-Tetrachloroethanem+p-Xyleneso-XyleneStyreneBromoformIsopropylbenzene1,1,2,2-Tetrachloroethane1,2,3-Trichloropropanen-PropylbenzeneBromobenzene1,3,5-Trimethylbenzene2-Chlorotoluene4-Chlorotoluenetert-Butylbenzene1,2,4-Trimethylbenzenesec-Butylbenzenep-Isopropyltoluene1,3-Dichlorobenzene1,4-Dichlorobenzenen-Butylbenzene1,2-Dichlorobenzene1,2-Dibromo-3-chloropropane1,2,4-TrichlorobenzeneHexachlorobutadieneNaphthalene1,2,3-TrichlorobenzeneSurrogate: 1,4-DifluorobenzeneSurrogate: 4-BromofluorobenzeneSurrogate: 3,4-Dichlorotoluene

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L

%%%

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09

<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0050<0.0020<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

10285104

EPA 8260 Volatile Organics0.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00500.00200.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.001070-13070-13070-130

Matrix:

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

34PAGE


of

2759-095

Qualifier* Batch


48

L807491-16

L807491-17

MW09-E370

MW09-181



Sampled By:

Sampled By:

WATER


Dissolved Metals

Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity



F2 (>C10-C16)


mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU



mg/L



19-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09


12.9

0.13

1001700849

3.91

3.91

<0.050

965

340

7.802190393<5.0<5.0322

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.100.026

<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.0100.011

<0.0010

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity



F2


0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.100.0100.0100.50

0.00200.0100.0100.0100.0100.0100.0100.0010

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335

R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037


L807491 CONTD....

35PAGE


of

2759-095

Qualifier* Batch


48

L807491-17

L807491-18

MW09-181

MW09-181C



Sampled By:

Sampled By:

WATER

WATER


Dissolved Metals




Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity


Aluminum (Al)-DissolvedBarium (Ba)-Dissolved



mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU


mg/Lmg/L

19-AUG-0919-AUG-0919-AUG-0919-AUG-09



19-AUG-0919-AUG-0919-AUG-0919-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09


22-AUG-0922-AUG-09

2.56<0.010<0.0100.029

<0.050<0.050

194<0.15145

0.84814.4703

<10<10<10<10

761

0.24

9033901080

2.56

2.50

0.059

1350

>4000

7.864950440<5.0<5.0360

<0.100.028



Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity



0.0100.0100.0100.0100.0500.050

0.500.150.500.0252.55.0

10101010

0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.100.010

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R918037R918037R918037R918037R918037R918037

R912408R912408R912408R912408R912408R912408

R915894R915894R915894R915894

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R918037R918037


L807491 CONTD....

36PAGE


of

2759-095

Qualifier* Batch


48

L807491-18 MW09-181CJANIS LLOYD on 18-AUG-09 @ 15:20Sampled By:

WATER


Beryllium (Be)-DissolvedBoron (B)-DissolvedCadmium (Cd)-DissolvedChromium (Cr)-DissolvedCobalt (Co)-DissolvedCopper (Cu)-DissolvedLead (Pb)-DissolvedMolybdenum (Mo)-DissolvedNickel (Ni)-DissolvedSilver (Ag)-DissolvedStrontium (Sr)-DissolvedThallium (Tl)-DissolvedTin (Sn)-DissolvedTitanium (Ti)-DissolvedVanadium (V)-DissolvedZinc (Zn)-Dissolved


Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity


mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L


mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU


22-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-0922-AUG-09


19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09


<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.010<0.010<0.0010

2.57<0.010<0.0100.030

<0.050<0.050

198<0.15147

0.70413.9709

738

0.20

10033501100

2.88

2.83

0.053

1310

>4000

7.834930446<5.0<5.0366



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity


0.0100.50

0.00200.0100.0100.0100.0100.0100.0100.00100.0100.0100.0100.0100.0500.050

0.250.150.500.0252.55.0

0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037

R912408R912408R912408R912408R912408R912408

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198


L807491 CONTD....

37PAGE


of

2759-095

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48

L807491-19 UMA07-08JANIS LLOYD on 18-AUG-09 @ 15:30Sampled By:


Dissolved Metals



F2 (>C10-C16)



Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N


mg/L



mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L


19-AUG-09


20-AUG-09



19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.200.025

<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.020<0.020<0.0020

4.20<0.020<0.0200.121<0.10<0.10

177<0.30716

<0.0509.0

1110

25.8

1.17

9077803390

0.097

0.097

<0.050


F2



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

0.000500.000500.000500.00050

0.100.10

0.050

0.200.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.00200.0200.0200.0200.0200.100.10

1.00.301.0

0.0505.010

0.10

0.10

0.071

0.050

0.050

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408

R912730

R912730

R912730

R912730


L807491 CONTD....

38PAGE


of

2759-095

Qualifier* Batch


48

L807491-19

L807491-20

UMA07-08

UMA07-07



Sampled By:

Sampled By:

WATER


Dissolved Metals


Sulphate (SO4)

Turbidity



F2 (>C10-C16)



mg/L

NTU



mg/L




19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09



5330

>4000

7.848110838<5.0<5.0687

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.0500.0335

<0.0050<0.25

<0.0010<0.0050<0.0050<0.0050<0.0050<0.00500.0054

<0.000501.32

<0.0050<0.00500.0199<0.0250.051

167<0.15111

0.06733.6354

Sulfate (SO4)

Turbidity



F2



0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.0500.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.500.150.500.0252.55.0

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408


L807491 CONTD....

39PAGE


of

2759-095

Qualifier* Batch


48

L807491-20

L807491-21

UMA07-07

MW09-357A



Sampled By:

Sampled By:

WATER


Dissolved Metals

Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity



F2 (>C10-C16)


mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU



mg/L



19-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09


144

0.18

902170874

0.096

0.096

<0.050

986

>4000

7.793000761<5.0<5.0624

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.200.036

<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.020<0.020<0.0020

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity



F2


0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.200.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.0020

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335

R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037


L807491 CONTD....

40PAGE


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2759-095

Qualifier* Batch


48


WATER



DichlorodifluoromethaneChloromethaneVinyl chlorideBromomethaneChloroethaneTrichlorofluoromethane1,1-DichloroetheneMethylene chloridetrans-1,2-Dichloroethene1,1-Dichloroethane2,2-Dichloropropanecis-1,2-DichloroetheneChloroformBromochloromethane1,2-Dichloroethane1,1,1-Trichloroethane1,1-DichloropropeneCarbon tetrachlorideBenzeneTrichloroethene1,2-DichloropropaneBromodichloromethaneDibromomethanecis-1,3-Dichloropropenetrans-1,3-DichloropropeneToluene1,1,2-Trichloroethane1,3-DichloropropaneTetrachloroetheneDibromochloromethane1,2-DibromoethaneChlorobenzeneEthylbenzene1,1,1,2-Tetrachloroethanem+p-Xyleneso-Xylene








3.21<0.020<0.0200.115<0.10<0.10

251<0.30399

<0.05013.21740

<0.0010<0.010<0.020<0.010<0.010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010




0.0200.0200.0200.0200.100.10

1.00.301.0

0.0505.010

0.00100.0100.0200.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0010

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R918037R918037R918037R918037R918037R918037

R912408R912408R912408R912408R912408R912408

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503


L807491 CONTD....

41PAGE


of

2759-095

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48


WATER


StyreneBromoformIsopropylbenzene1,1,2,2-Tetrachloroethane1,2,3-Trichloropropanen-PropylbenzeneBromobenzene1,3,5-Trimethylbenzene2-Chlorotoluene4-Chlorotoluenetert-Butylbenzene1,2,4-Trimethylbenzenesec-Butylbenzenep-Isopropyltoluene1,3-Dichlorobenzene1,4-Dichlorobenzenen-Butylbenzene1,2-Dichlorobenzene1,2-Dibromo-3-chloropropane1,2,4-TrichlorobenzeneHexachlorobutadieneNaphthalene1,2,3-TrichlorobenzeneSurrogate: 1,4-DifluorobenzeneSurrogate: 4-BromofluorobenzeneSurrogate: 3,4-Dichlorotoluene

Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity



%%%

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU




19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09


<0.0010<0.0010<0.0010<0.0050<0.0020<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010

10187121

29.3

0.17

10080102270

<0.071

0.070

<0.050

5190

123

7.858800786<5.0<5.0644


Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity


0.00100.00100.00100.00500.00200.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.001070-13070-13070-130

0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

Matrix:

R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503R920503

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198


L807491 CONTD....

42PAGE


of

2759-095

Qualifier* Batch


48

L807491-21

L807491-22

MW09-357A

MW09-357B



Sampled By:

Sampled By:

WATER


Dissolved Metals



F2 (>C10-C16)




Chloride (Cl)

Fluoride (F)

Ion Balance


mg/L



mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%


19-AUG-09

19-AUG-0919-AUG-0919-AUG-0919-AUG-09


20-AUG-09



19-AUG-0919-AUG-0919-AUG-0919-AUG-09

19-AUG-09

19-AUG-09

20-AUG-09

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.20<0.020<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.020<0.020<0.0020

1.51<0.020<0.0200.050<0.10<0.10

105<0.1548.10.3098.0965

<10<10<10<10

28.5

0.32

90


F2



Glycol Screen

Chloride (Cl)

Fluoride


0.000500.000500.000500.00050

0.100.10

0.050

0.200.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.00200.0200.0200.0200.0200.100.10

0.500.150.500.0252.55.0

10101010

0.10

0.10

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R913448R913448R913448R913448R913448R913448

R913335


R912408R912408R912408R912408R912408R912408

R915894R915894R915894R915894

R912730

R912730


L807491 CONTD....

43PAGE


of

2759-095

Qualifier* Batch


48

L807491-22

L807491-23

MW09-357B

MW09-357C



Sampled By:

Sampled By:

WATER

WATERDissolved Metals


TDS (Calculated)Hardness (as CaCO3)


Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity




mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU




20-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09




3780460

<0.071

0.058

<0.050

2330

>4000

7.995050608<5.0<5.0499

<0.20<0.020<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.020<0.020<0.0020

1.51<0.020<0.0200.047<0.100.64

106<0.1548.50.3088.1976


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity




Chloride (Cl)

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.200.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.00200.0200.0200.0200.0200.100.10

0.500.150.500.0252.55.0

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198


R912408R912408R912408R912408R912408R912408


L807491 CONTD....

44PAGE


of

2759-095

Qualifier* Batch


48

L807491-23

L807491-24

MW09-357C

MW09-359



Sampled By:

Sampled By:

WATER


Dissolved Metals

Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity



F2 (>C10-C16)


mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU



mg/L



19-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09



20-AUG-09


28.8

0.34

903770464

0.107

0.107

<0.050

2300

>4000

7.994930605<5.0<5.0496

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.100.023

<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.0100.015

<0.0010

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity



F2


0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.100.0100.0100.50

0.00200.0100.0100.0100.0100.0100.0100.0010

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R913448R913448R913448R913448R913448R913448

R913335

R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037R918037


L807491 CONTD....

45PAGE


of

2759-095

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48

L807491-24

L807491-25

MW09-359

MW09-359C



Sampled By:

Sampled By:

WATER

WATER





Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Turbidity


Diethylene GlycolEthylene Glycol



mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

NTU


mg/Lmg/L

19-AUG-0919-AUG-0919-AUG-0919-AUG-09

19-AUG-0919-AUG-09



19-AUG-0919-AUG-0919-AUG-0919-AUG-09

19-AUG-09

19-AUG-09

20-AUG-0920-AUG-0920-AUG-09

20-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

21-AUG-09


19-AUG-0919-AUG-09

3.22<0.010<0.0100.056

<0.050<0.050

281<0.15164

0.83010.6813

<10<10<10<10

134

0.16

10042401380

0.137

0.079

0.059

2580

>4000

7.825080518<5.0<5.0424

<10<10



Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Turbidity


Glycol Screen

0.0100.0100.0100.0100.0500.050

0.500.150.500.0252.55.0

10101010

0.10

0.10

0.071

0.050

0.050

0.50

0.20

0.103.05.05.05.05.0

1010

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R918037R918037R918037R918037R918037R918037

R912408R912408R912408R912408R912408R912408

R915894R915894R915894R915894

R912730

R912730

R912730

R912730

R912730

R917476

R913198R913198R913198R913198R913198R913198

R915894R915894


L807491 CONTD....

46PAGE


of

2759-095

Qualifier* Batch


48

L807491-25 MW09-359CJANIS LLOYD on 18-AUG-09 @ 16:20Sampled By:

WATER

Propylene GlycolTriethylene Glycol

mg/Lmg/L

19-AUG-0919-AUG-09

19-AUG-0919-AUG-09

<10<10

Glycol Screen1010

Matrix:

R915894R915894

BTX,F1-CL

CL-CL

F-IC-CL

F2-CL

GLYCOL-CL

HERBSCR-EX

IONBALANCE-CL

MET-DIS-ICP-CL

MET-DIS-MS-CL

N2N3-CALC-CL

NO2-CL

NO3-IC-CL

PH/EC/ALK-CL

SO4-CL

TURBIDITY-CL

VOC-8260-CL

Reference Information


Chloride (Cl)

Fluoride

F2

Glycol Screen

Herb Screen GC/MS




Nitrate+Nitrite

Nitrite-N

Nitrate-N


Sulfate (SO4)

Turbidity


L807491 CONTD....

47PAGE of

2759-095

Inorganic Anions by ion chromatography (IC) in water and aqueaous extracts of soils.

his analysis is carried out using procedures adapted from "Standard Methods for the Examination of Water and Wastewater" published by the AmericanPublic Health Association, and with procedures adapted from "Test Methods for Evaluating Solid Waste" SW-846 published by the United States Environmental Protection Agency (EPA). The procedure involves filtration (EPA Method 3005A) and analysis by inductively coupled plasma - optical emission spectrophotometry (EPA Method 6010B).

This analysis is carried out using procedures adapted from "Standard Methods for the Examination of Water and Wastewater" published by the American Public Health Association, and with procedures adapted from "Test Methods for Evaluating Solid Waste" SW-846 published by the United States Environmental Protection Agency (EPA). The procedure involves filtration (EPA Method 3005A) and analysis by inductively coupled plasma - mass spectrometry (EPA Method 6020A).

pH measurement is determined from the activity of the hydrogen ions using a hydrogen electrode and a reference electrodeAlkalinity measurement is based on the sample’s capacity to neutralize acidConductivity measurement is based on the sample’s capacity to convey an electric current

A strong light beam is sent through a transparent tube containing the sample. Light that is reflected at 90 degrees to the axis by suspended particles is detected by the photocell. The electrical response is proportional to the sample turbidity.

ALS Test Code Test Description

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

BL:INT

DLA

G

RRV

Balance Reviewed: Interference Or Non-Measured Component

Detection Limit Adjusted For required dilution

QC result did not meet ALS DQO. Refer to narrative comments for further information.

Reported Result Verified By Repeat Analysis

Sample Parameter Qualifier Key:

EPA 5030/8015& 8260-P&T GC-MS/FID

APHA 4110 B-Ion Chromatography


EPA 3510/8000-GC-FID

ASTM D2908-74; EPA 8000A,1990

EPA 8151-GC/MS

APHA 1030E

EPA SW-846 3005A/6010B

EPA SW-846 3005A/6020A

CALCULATION



APHA 4500H,2510,2320


APHA 2130 B-Nephelometer

SW 846 8260-GC-MS

Method Reference**

** ALS test methods may incorporate modifications from specified reference methods to improve performance.

Description Qualifier

Matrix

The last two letters of the above test code(s) indicate the laboratory that performed analytical analysis for that test. Refer to the list below:

Laboratory Definition Code Laboratory Location

EX ALS CENTRE OF EXCELLENCE - EDMONTON, ALBERTA, CANADA

Applies to Sample Number(s)Parameter Qualifier

L807491-2, -5, -8MCPB GMCPB recovery slightly below LCL.Data deemed acceptable.

QC Samples with Qualifiers & Comments:

Laboratory Control Sample

QC Type Description

Comments:

Test Method References:

48


L807491 CONTD....

48PAGE of

2759-095

CL ALS LABORATORY GROUP - CALGARY, ALBERTA, CANADA

GLOSSARY OF REPORT TERMSSurrogates are compounds that are similar in behaviour to target analyte(s), but that do not normally occur in environmental samples. For applicable tests, surrogates are added to samples prior to analysis as a check on recovery. In reports that display the D.L. column, laboratory objectives for surrogates are listed there.mg/kg - milligrams per kilogram based on dry weight of samplemk/kg wwt - milligrams per kilogram based on wet weight of samplemg/kg lwt - milligrams per kilogram based on lipid-adjusted weight mg/L - unit of concentration based on volume, parts per million.< - Less than.D.L. - The reporting limit.N/A - Result not available. Refer to qualifier code and definition for explanation.

Test results reported relate only to the samples as received by the laboratory.UNLESS OTHERWISE STATED, ALL SAMPLES WERE RECEIVED IN ACCEPTABLE CONDITION.Analytical results in unsigned test reports with the DRAFT watermark are subject to change, pending final QC review.

Chain of Custody Numbers:

08-069447 08-069448 08-069449

48

ALS Laboratory Group Quality Control ReportPage 1 of

Client:

Contact:

AECOM CANADA LTD.2540 KENSINGTON ROAD NW CALGARY AB T2N 3S3Janis Lloyd,

Report Date: 15-SEP-09Workorder: L807491

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

BTX,F1-CL

CL-CL

Water

Water

R913448

R912730

Batch

Batch

DUP

LCS

MB

MS

DUP

DUP

DUP

DUP

DUP

WG991267-2

WG991267-4

WG991267-1

WG991267-3

WG990927-3

WG990927-5

WG990927-6

WG990927-7

WG990927-8

L807491-1

L807491-2

L807159-1

L807357-2

L807081-2

L807170-1

L807491-6

Benzene

EthylBenzene

Toluene

F1(C6-C10)

Xylenes

Benzene

EthylBenzene

Toluene

F1(C6-C10)

Xylenes

Benzene

EthylBenzene

Toluene

F1(C6-C10)

Xylenes

Benzene

EthylBenzene

Toluene

F1(C6-C10)

Xylenes

Chloride (Cl)

Chloride (Cl)

Chloride (Cl)

Chloride (Cl)

0.00108

<0.00050

0.00065

<0.10

<0.00050

110

98

106

108

100

<0.00050

<0.00050

<0.00050

<0.10

<0.00050

79

78

79

86

78

409

18.2

5.42

1.90

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

0.00001

N/A

0.00003

N/A

N/A

0.037

0.033

0.13

0.50

0.002

26

0.002

26

26

13

13

13

13

81-120

82-120

82-119

80-119

81-124

74-127

67-132

68-131

66-127

68-136

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

J

RPD-NA

J

RPD-NA

RPD-NA

0.00107

<0.00050

0.00062

<0.10

<0.00050

409

18.2

5.42

1.91

0.0005

0.0005

0.0005

0.1

0.0005

15

ALS Laboratory Group Quality Control ReportPage 2 ofReport Date: 15-SEP-09Workorder: L807491


CL-CL

F-IC-CL

F2-CL

GLYCOL-CL

Water

Water

Water

Water

R912730

R912730

R913335

Batch

Batch

Batch

DUP

DUP

LCS

MB

DUP

DUP

DUP

DUP

LCS

MB

DUP

MB

MS

MS

MSD

WG990927-8

WG990927-9

WG990927-2

WG990927-1

WG990927-6

WG990927-7

WG990927-8

WG990927-9

WG990927-2

WG990927-1

WG991474-5

WG991474-2

WG991474-3

WG991474-6

WG991474-4

L807491-6

L807491-14

L807081-2

L807170-1

L807491-6

L807491-14

L807491-1

WG991474-2

L807491-2

WG991474-3

Chloride (Cl)

Chloride (Cl)

Chloride (Cl)

Chloride (Cl)

Fluoride (F)

Fluoride (F)

Fluoride (F)

Fluoride (F)

Fluoride (F)

Fluoride (F)

F2 (>C10-C16)

F2 (>C10-C16)

F2 (>C10-C16)

F2 (>C10-C16)

F2 (>C10-C16)

13.8

17.5

102

<0.10

4.08

0.13

0.13

0.23

102

<0.10

<0.050

<0.050

111

98

114

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

20-AUG-09

20-AUG-09

20-AUG-09

21-AUG-09

20-AUG-09

0.17

2.1

0.17

0.00

0.01

0.00

N/A

3.0

13

13

9.8

0.4

0.4

0.4

33

33

90-111

86-115

61-140

61-140

mg/L

mg/L

%

mg/L

mg/L

mg/L

mg/L

mg/L

%

mg/L

mg/L

mg/L

%

%

%

J

J

J

RPD-NA

13.8

17.9

4.07

0.13

0.14

0.23

<0.050

111

0.1

0.1

0.05

15



GLYCOL-CL

HERBSCR-EX

Water

Water

R915894

R941624

Batch

Batch

DUP

MB

MS

LCS

WG991882-2

WG991882-4

WG991882-5

WG997227-3

L807491-1

WG991882-4

Diethylene Glycol

Ethylene Glycol

Propylene Glycol

Triethylene Glycol

Diethylene Glycol

Ethylene Glycol

Propylene Glycol

Triethylene Glycol

Diethylene Glycol

Ethylene Glycol

Propylene Glycol

Triethylene Glycol

2,4,5-T

2,4-D

2,4-DB

Bromoxynil

Clopyralid

Dicamba

2,4-DP (Dichlorprop)

Diclofop-methyl

Dinoseb

Ethalfluralin

Fluazifop-p-butyl

MCPA

Mecoprop

Picloram

Triallate

Triclopyr

<10

<10

<10

<10

<10

<10

<10

<10

86

84

98

89

61

64

68

72

59

53

68

81

61

83

77

55

48

55

80

66

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

N/A

N/A

N/A

N/A

26

26

26

26

70-130

70-130

70-130

62-122

39-145

39-145

55-145

40-140

-16-145

50-150

55-145

50-140

55-145

55-145

40-130

30-130

30-140

1-124

40-140

50-130

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

RPD-NA

RPD-NA

RPD-NA

RPD-NA

COMMENTS: MCPB recovery slightly below LCL.Data deemed acceptable.

<10

<10

<10

<10

10

10

10

10

15



HERBSCR-EX Water

R941624BatchLCS

LCSD

MB

WG997227-3

WG997227-4

WG997227-2

WG997227-3

Trifluralin

MCPB

2,4,5-T

2,4-D

2,4-DB

Bromoxynil

Clopyralid

Dicamba


Diclofop-methyl

Dinoseb

Ethalfluralin

Fluazifop-p-butyl

MCPA

MCPB

Mecoprop

Picloram

Triallate

Triclopyr

Trifluralin

2,4,5-T

2,4-D

2,4-DB

Bromoxynil

Clopyralid

Dicamba


Diclofop-methyl

Dinoseb

Ethalfluralin

78

51

72

76

69

77

66

62

77

81

82

83

78

65

62

52

55

75

76

79

<0.00010

<0.00010

<0.00010

<0.00010

<0.00010

<0.00010

<0.00010

<0.00010

<0.00010

<0.00010

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

17

17

1.5

6.7

11

16

12

0.0

29

0.0

1.3

17

19

8.0

0.0

6.5

14

1.3

45

45

45

45

45

45

45

45

45

45

45

45

45

45

45

45

45

45

60-130

55-145

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

G

COMMENTS: MCPB recovery slightly below LCL.Data deemed acceptable.

61

64

68

72

59

53

68

81

61

83

77

55

51

48

55

80

66

78

0.0001

0.0001

0.0001

0.0001

0.0001

0.0001

0.0001

0.0001

0.0001

0.0001

15



HERBSCR-EX

MET-DIS-ICP-CL

Water

Water

R941624

R912408

Batch

Batch

MB

CRM

DUP

DUP

DUP

WG997227-2

WG990728-2

WG990728-3

WG990728-4

WG990728-5

QCS-A

L807190-2

L807190-1

L807491-1

Fluazifop-p-butyl

MCPA

MCPB

Mecoprop

Picloram

Triallate

Triclopyr

Trifluralin


Iron (Fe)-Dissolved

Magnesium (Mg)-Dissolved

Manganese (Mn)-Dissolved

Potassium (K)-Dissolved



Iron (Fe)-Dissolved






Iron (Fe)-Dissolved






Iron (Fe)-Dissolved

<0.00010

<0.00010

<0.00010

<0.00010

<0.00010

<0.00010

<0.00010

<0.00010

93

96

92

98

98

98

103

<0.030

57.8

<0.0050

2.45

44.3

3.54

<0.030

0.26

0.0059

0.85

320

186

0.355

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

14-SEP-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

0.30

N/A

0.27

N/A

0.08

2.7

0.54

N/A

0.00

0.0002

0.02

0.36

1.4

26

26

26

26

2

26

26

26

0.4

0.02

2

26

26

85-115

85-115

85-115

85-115

85-115

85-115

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

RPD-NA

RPD-NA

J

RPD-NA

J

J

J

103

<0.030

57.7

<0.0050

2.36

43.1

3.56

<0.030

0.26

0.0057

0.83

318

189

0.362

0.0001

0.0001

0.0001

0.0001

0.0001

0.0001

0.0001

0.0001

15



MET-DIS-ICP-CL

MET-DIS-MS-CL

Water

Water

R912408

R918037

Batch

Batch

DUP

DUP

MB

CRM

WG990728-5

WG990728-6

WG990728-1

WG992634-2

L807491-1

L807491-14

CVS

Iron (Fe)-Dissolved






Iron (Fe)-Dissolved






Iron (Fe)-Dissolved





Aluminum (Al)-Dissolved

Barium (Ba)-Dissolved

Beryllium (Be)-Dissolved

Boron (B)-Dissolved

Cadmium (Cd)-Dissolved

Chromium (Cr)-Dissolved

Cobalt (Co)-Dissolved

Copper (Cu)-Dissolved

Lead (Pb)-Dissolved

Molybdenum (Mo)-Dissolved

Nickel (Ni)-Dissolved

0.355

79.9

1.19

10.6

104

86.6

0.310

27.7

0.717

7.44

203

<0.10

<0.030

<0.10

<0.0050

<0.50

<1.0

93

105

95

100

102

105

106

101

109

107

103

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

1.7

0.69

1.1

0.22

0.18

0.11

0.41

0.71

0.14

0.51

0.24

26

26

26

26

26

26

26

26

26

26

26

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

%

%

%

%

%

%

0.362

80.5

1.21

10.5

104

86.7

0.309

27.9

0.718

7.48

203

0.1

0.03

0.1

0.005

0.5

1

15



MET-DIS-MS-CL Water

R918037BatchCRM

DUP

DUP

WG992634-2

WG992634-5

WG992634-6

CVS

L807491-1

L807491-10

Silver (Ag)-Dissolved

Strontium (Sr)-Dissolved

Thallium (Tl)-Dissolved

Tin (Sn)-Dissolved

Titanium (Ti)-Dissolved

Vanadium (V)-Dissolved

Zinc (Zn)-Dissolved




Boron (B)-Dissolved





Lead (Pb)-Dissolved






Tin (Sn)-Dissolved



Zinc (Zn)-Dissolved




Boron (B)-Dissolved



103

106

107

107

101

104

104

<0.050

0.0569

<0.0050

<0.25

<0.0010

<0.0050

0.0079

<0.0050

<0.0050

0.0374

0.0184

<0.00050

0.701

<0.0050

<0.0050

0.0131

<0.025

0.041

<0.050

0.0527

<0.0050

<0.25

<0.0010

<0.0050

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

N/A

2.9

N/A

N/A

N/A

N/A

0.0001

N/A

N/A

0.0011

0.0005

N/A

2.8

N/A

N/A

0.0006

N/A

0.000

N/A

0.20

N/A

N/A

N/A

N/A

20

20

20

20

20

20

0.02

20

20

0.02

0.02

20

20

20

20

0.02

20

0.1

20

20

20

20

20

20

85-115

85-115

85-115

85-115

85-115

85-115

85-115

%

%

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

J

RPD-NA

RPD-NA

J

J

RPD-NA

RPD-NA

RPD-NA

J

RPD-NA

J

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

<0.050

0.0586

<0.0050

<0.25

<0.0010

<0.0050

0.0080

<0.0050

<0.0050

0.0385

0.0188

<0.00050

0.721

<0.0050

<0.0050

0.0125

<0.025

0.041

<0.050

0.0525

<0.0050

<0.25

<0.0010

<0.0050

15



MET-DIS-MS-CL Water

R918037BatchDUP

DUP

MB

WG992634-6

WG992634-7

WG992634-1

L807491-10

L807491-20



Lead (Pb)-Dissolved






Tin (Sn)-Dissolved



Zinc (Zn)-Dissolved




Boron (B)-Dissolved





Lead (Pb)-Dissolved






Tin (Sn)-Dissolved



Zinc (Zn)-Dissolved


<0.0050

<0.0050

<0.0050

<0.0050

0.0151

<0.00050

2.36

<0.0050

<0.0050

0.0294

<0.025

0.035

<0.050

0.0336

<0.0050

<0.25

<0.0010

<0.0050

<0.0050

<0.0050

<0.0050

<0.0050

<0.0050

<0.00050

1.34

<0.0050

<0.0050

0.0193

<0.025

0.051

<0.010

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

N/A

N/A

N/A

N/A

0.0006

N/A

2.5

N/A

N/A

0.0006

N/A

0.001

N/A

0.0001

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

1.1

N/A

N/A

0.0006

N/A

0.000

20

20

20

20

0.02

20

20

20

20

0.02

20

0.1

20

0.02

20

20

20

20

20

20

20

20

20

20

20

20

20

0.02

20

0.1

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

RPD-NA

RPD-NA

RPD-NA

RPD-NA

J

RPD-NA

RPD-NA

RPD-NA

J

RPD-NA

J

RPD-NA

J

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

J

RPD-NA

J

<0.0050

<0.0050

<0.0050

<0.0050

0.0157

<0.00050

2.42

<0.0050

<0.0050

0.0288

<0.025

0.036

<0.050

0.0335

<0.0050

<0.25

<0.0010

<0.0050

<0.0050

<0.0050

<0.0050

<0.0050

0.0054

<0.00050

1.32

<0.0050

<0.0050

0.0199

<0.025

0.051

0.01

15



MET-DIS-MS-CL

NO2-CL

NO3-IC-CL

Water

Water

Water

R918037

R912730

Batch

Batch

MB

DUP

DUP

DUP

DUP

DUP

LCS

MB

WG992634-1

WG990927-3

WG990927-6

WG990927-7

WG990927-8

WG990927-9

WG990927-2

WG990927-1

L807159-1

L807081-2

L807170-1

L807491-6

L807491-14



Boron (B)-Dissolved





Lead (Pb)-Dissolved






Tin (Sn)-Dissolved



Zinc (Zn)-Dissolved

Nitrite-N

Nitrite-N

Nitrite-N

Nitrite-N

Nitrite-N

Nitrite-N

Nitrite-N

<0.0010

<0.0010

<0.050

<0.00020

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.00010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0050

<0.0050

<0.050

<0.050

<0.050

<0.050

<0.050

103

<0.050

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

22-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

N/A

N/A

N/A

N/A

N/A

16

16

16

16

16

89-111

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

mg/L

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

<0.050

<0.050

<0.050

<0.050

<0.050

0.001

0.001

0.05

0.0002

0.001

0.001

0.001

0.001

0.001

0.001

0.0001

0.001

0.001

0.001

0.001

0.005

0.005

0.05

15



NO3-IC-CL

PH/EC/ALK-CL

Water

Water

R912730

R913198

Batch

Batch

DUP

DUP

DUP

DUP

DUP

LCS

MB

DUP

DUP

DUP

WG990927-3

WG990927-6

WG990927-7

WG990927-8

WG990927-9

WG990927-2

WG990927-1

WG991366-2

WG991366-3

WG991366-4

L807159-1

L807081-2

L807170-1

L807491-6

L807491-14

L807081-1

L807170-1

L807491-10

Nitrate-N

Nitrate-N

Nitrate-N

Nitrate-N

Nitrate-N

Nitrate-N

Nitrate-N


Bicarbonate (HCO3)

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

pH


Bicarbonate (HCO3)

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

pH


Bicarbonate (HCO3)

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

17.7

<0.050

<0.050

0.130

<0.050

100

<0.050

484

580

5.1

902

<5.0

8.29

366

446

<5.0

652

<5.0

8.12

318

388

<5.0

3120

<5.0

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

0.068

N/A

N/A

0.015

N/A

0.54

0.074

1.4

0.88

N/A

0.01

0.079

0.079

N/A

0.92

N/A

0.00

0.62

0.62

N/A

0.64

N/A

16

16

16

0.2

16

6.5

6.5

20

9.8

6.5

0.2

6.5

6.5

6.5

9.8

6.5

0.2

6.5

6.5

6.5

9.8

6.5

89-109

mg/L

mg/L

mg/L

mg/L

mg/L

%

mg/L

mg/L

mg/L

mg/L

uS/cm

mg/L

pH

mg/L

mg/L

mg/L

uS/cm

mg/L

pH

mg/L

mg/L

mg/L

uS/cm

mg/L

RPD-NA

RPD-NA

J

RPD-NA

J

RPD-NA

J

RPD-NA

RPD-NA

J

RPD-NA

RPD-NA

17.6

<0.050

<0.050

0.115

<0.050

487

581

6.5

910

<5.0

8.30

365

446

<5.0

646

<5.0

8.12

316

385

<5.0

3100

<5.0

0.05

15



PH/EC/ALK-CL

SO4-CL

Water

Water

R913198

R912730

Batch

Batch

DUP

DUP

DUP

LCS

DUP

DUP

DUP

DUP

DUP

LCS

MB

WG991366-4

WG991366-5

WG991366-6

WG991366-1

WG990927-3

WG990927-6

WG990927-7

WG990927-8

WG990927-9

WG990927-2

WG990927-1

L807491-10

L807491-20

L807622-1

L807159-1

L807081-2

L807170-1

L807491-6

L807491-14

pH


Bicarbonate (HCO3)

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

pH


Bicarbonate (HCO3)

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

pH


Conductivity (EC)

pH

Sulphate (SO4)

Sulphate (SO4)

Sulphate (SO4)

Sulphate (SO4)

Sulphate (SO4)

Sulphate (SO4)

Sulphate (SO4)

7.77

620

757

<5.0

3040

<5.0

7.82

148

181

<5.0

5130

<5.0

8.21

99

96

7.02

154

16.0

24.0

6030

469

102

<0.50

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

19-AUG-09

0.02

0.55

0.55

N/A

1.3

N/A

0.03

0.38

0.38

N/A

0.19

N/A

0.02

0.072

0.027

0.15

1.6

0.081

0.2

6.5

6.5

6.5

9.8

6.5

0.2

6.5

6.5

6.5

9.8

6.5

0.2

13

13

13

13

13

90-108

90-108

6.86-7.16

91-110

pH

mg/L

mg/L

mg/L

uS/cm

mg/L

pH

mg/L

mg/L

mg/L

uS/cm

mg/L

pH

%

%

pH

mg/L

mg/L

mg/L

mg/L

mg/L

%

mg/L

J

RPD-NA

RPD-NA

J

RPD-NA

RPD-NA

J

7.75

624

761

<5.0

3000

<5.0

7.79

148

180

<5.0

5140

<5.0

8.20

154

16.0

24.0

5940

470

0.5

15



TURBIDITY-CL

VOC-8260-CL

Water

Water

R917476

R920503

Batch

Batch

DUPDUPDUP

LCS

MB

DUP

WG992280-3WG992280-4WG992280-5

WG992280-2

WG992280-1

WG993782-9

L807491-10L807491-24L808295-1

L807491-12

Turbidity

Turbidity

Turbidity

1,1,1,2-Tetrachloroethane

1,1,1-Trichloroethane

1,1,2,2-Tetrachloroethane

1,1,2-Trichloroethane

1,1-Dichloroethane

1,1-Dichloroethene

1,1-Dichloropropene

1,2,3-Trichlorobenzene

1,2,3-Trichloropropane

1,2,4-Trichlorobenzene

1,2,4-Trimethylbenzene

1,2-Dibromo-3-chloropropane

1,2-Dichlorobenzene

1,2-Dichloroethane

1,2-Dichloropropane

1,3,5-Trimethylbenzene

1,3-Dichlorobenzene

1,3-Dichloropropane

1,4-Dichlorobenzene

2,2-Dichloropropane

2-Chlorotoluene

4-Chlorotoluene

p-Isopropyltoluene

Benzene

0.21

100

<0.20

<0.0010

<0.0010

<0.0050

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0020

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

21-AUG-09

21-AUG-09

21-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

9.8

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

39

30

87-110

NTU

%

NTU

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

<0.20

<0.0010

<0.0010

<0.0050

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0020

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

0.2

15



VOC-8260-CL Water

R920503BatchDUPWG993782-9 L807491-12

Bromobenzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

Carbon tetrachloride

Chlorobenzene

Dibromochloromethane

Chloroethane

Chloroform

Chloromethane

cis-1,2-Dichloroethene

cis-1,3-Dichloropropene

Dibromomethane

Dichlorodifluoromethane

Ethylbenzene

1,2-Dibromoethane

Hexachlorobutadiene

Isopropylbenzene

m+p-Xylenes

Methylene chloride

n-Butylbenzene

n-Propylbenzene

Naphthalene

o-Xylene

sec-Butylbenzene

Styrene

tert-Butylbenzene

Tetrachloroethene

Toluene

trans-1,2-Dichloroethene

trans-1,3-Dichloropropene

Trichloroethene

<0.0010

<0.0010

<0.0010

<0.0010

<0.010

<0.0010

<0.0010

<0.0010

<0.010

<0.0010

<0.010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

26-AUG-09

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

<0.0010

<0.0010

<0.0010

<0.0010

<0.010

<0.0010

<0.0010

<0.0010

<0.010

<0.0010

<0.010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

15



VOC-8260-CL Water

R920503BatchDUPWG993782-9 L807491-12

Trichloroethene

Trichlorofluoromethane

Vinyl chloride

<0.0010

<0.0010

<0.020

26-AUG-09

26-AUG-09

26-AUG-09

N/A

N/A

N/A

30

30

30

mg/L

mg/L

mg/L

RPD-NA

RPD-NA

RPD-NA

<0.0010

<0.0010

<0.020

15


Sample Parameter Qualifier Definitions:


G

J

RPD-NA

QC result did not meet ALS DQO. Refer to narrative comments for further information.

Duplicate results and limits are expressed in terms of absolute difference.

Relative Percent Difference Not Available due to result(s) being less than detection limit.

Limit 99% Confidence Interval (Laboratory Control Limits)DUP DuplicateRPD Relative Percent DifferenceN/A Not AvailableLCS Laboratory Control SampleSRM Standard Reference MaterialMS Matrix SpikeMSD Matrix Spike DuplicateADE Average Desorption EfficiencyMB Method BlankIRM Internal Reference MaterialCRM Certified Reference MaterialCCV Continuing Calibration VerificationCVS Calibration Verification StandardLCSD Laboratory Control Sample Duplicate

Legend:

The ALS Quality Control Report is provided to ALS clients upon request. ALS includes comprehensive QC checks with every analysis to ensure our high standards of quality are met. Each QC result has a known or expected target value, which is compared against pre-determined data quality objectives to provide confidence in the accuracy of associated test results.

Please note that this report may contain QC results from anonymous Sample Duplicates and Matrix Spikes that do not originate from this Work Order.

15

THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE WRITTEN AUTHORITY OF THE LABORATORY.ALL SAMPLES WILL BE DISPOSED OF AFTER 30 DAYS FOLLOWING ANALYSIS. PLEASE CONTACT THE LAB IF YOUREQUIRE ADDITIONAL SAMPLE STORAGE TIME.

____________________________________________

John ForbesAccount Manager

2759-095CALGARY AIRPORT AUTHORITY YYC RDP

Comments:

Job Reference: Project P.O. #:

Other Information:

Legal Site Desc: 09-049258, 09-049260CofC Numbers:

Bay 2, 1313-44 Ave. N.E., Calgary, AB T2E 6L5Phone: +1 403 291 9897 Fax: +1 403 291 0298 www.alsglobal.com

A Campbell Brothers Limited Company

06-OCT-09Lab Work Order #: L827533 Date Received:

AECOM CANADA LTD.

2540 KENSINGTON ROAD NW

CALGARY AB T2N 3S3

ATTN: JENNIE TURNER FINAL 16-OCT-09 14:58 (MT)Report Date:

Version:

Certificate of Analysis


L827533 CONTD....

2PAGE


of

2759-095

Qualifier* Batch


36

L827533-1 UMA 07-08JENNIE TURNER on 06-OCT-09 @ 10:30Sampled By:





Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Calcium (Ca)-TotalIron (Fe)-TotalMagnesium (Mg)-TotalManganese (Mn)-TotalPotassium (K)-TotalSodium (Na)-Total



mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


09-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


<0.200.020

<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.020<0.020<0.0020

3.78<0.020<0.0200.115<0.10<0.10

176<0.30749

<0.0509.7

1160

28.0

1.08

10076603520

<0.071

<0.050

<0.050

5140

7991989144.2935.61170



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)

Total Metals in Water by ICPOES

Turbidity

0.200.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.00200.0200.0200.0200.0200.100.10

1.00.301.0

0.0505.010

0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA


R978427R978427R978427R978427R978427R978427

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357


L827533 CONTD....

3PAGE


of

2759-095

Qualifier* Batch


36

L827533-1

L827533-2

UMA 07-08

UMA 07-07

JENNIE TURNER on 06-OCT-09 @ 10:30


Sampled By:

Sampled By:

WATER



Turbidity




Chloride (Cl)

Fluoride (F)



NTU




mg/L

mg/L

%mg/Lmg/L

mg/L

09-OCT-09




09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

>4000

7.986570798<5.0<5.0654

<0.0500.0295

<0.0050<0.25

<0.0010<0.0050<0.0050<0.0050<0.0050<0.0050<0.0050<0.00050

1.33<0.0050<0.00500.0210<0.025<0.025

165<0.60124

<0.1040387

105

0.14

97.92250923

0.259

Turbidity




Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

0.20

0.103.05.05.05.05.0

0.0500.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

2.00.602.00.101020

0.10

0.10

0.071

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978883

R979193R979193R979193R979193R979193R979193


R978427R978427R978427R978427R978427R978427

R978647

R978647


L827533 CONTD....

4PAGE


of

2759-095

Qualifier* Batch


36

L827533-2

L827533-3

UMA 07-07

09-181



Sampled By:

Sampled By:

WATER


Dissolved Metals

Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity



F2 (>C10-C16)

Aluminum (Al)-DissolvedArsenic (As)-DissolvedBarium (Ba)-DissolvedBeryllium (Be)-DissolvedBoron (B)-DissolvedCadmium (Cd)-DissolvedChromium (Cr)-DissolvedCobalt (Co)-DissolvedCopper (Cu)-DissolvedLead (Pb)-DissolvedMolybdenum (Mo)-DissolvedNickel (Ni)-DissolvedSelenium (Se)-DissolvedSilver (Ag)-DissolvedStrontium (Sr)-Dissolved

mg/L

mg/L

mg/L


NTU



mg/L



08-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09



10-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-09

0.259

<0.050

1080

22612.9144

0.31642.0389

265

7.902540708<5.0<5.0580

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.10<0.00200.024

<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.010<0.010<0.010<0.0010

2.70

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity



F2


0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.100.00200.0100.0100.50

0.00200.0100.0100.0100.0100.0100.0100.0100.00100.010

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193

R978605R978605R978605R978605R978605R978605

R979478



L827533 CONTD....

5PAGE


of

2759-095

Qualifier* Batch


36

L827533-3 09-181JENNIE TURNER on 06-OCT-09 @ 11:40Sampled By:

WATER

Miscellaneous Parameters


Thallium (Tl)-DissolvedTin (Sn)-DissolvedTitanium (Ti)-DissolvedVanadium (V)-DissolvedZinc (Zn)-Dissolved


Mercury (Hg)-Dissolved


Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity




mg/L

mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU


09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-09


09-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09


<0.010<0.0100.027

<0.050<0.050

210<0.15161

0.24514.0775

<0.000050

<10<10<10<10

843

0.16

97.935701190

3.11

3.11

<0.050

1330

57791.42323.0330.6787

>4000

7.834200447<5.0<5.0366



Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity


0.0100.0100.0100.0500.050

0.500.150.500.0252.55.0

0.000050

10101010

0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R980383R980383R980383R980383R980383

R978427R978427R978427R978427R978427R978427

R978672

R979480R979480R979480R979480

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193


L827533 CONTD....

6PAGE


of

2759-095

Qualifier* Batch


36

L827533-3

L827533-4

09-181

09-217A



Sampled By:

Sampled By:

WATER




Aluminum (Al)-DissolvedArsenic (As)-DissolvedBarium (Ba)-DissolvedBeryllium (Be)-DissolvedBoron (B)-DissolvedCadmium (Cd)-DissolvedChromium (Cr)-DissolvedCobalt (Co)-DissolvedCopper (Cu)-DissolvedLead (Pb)-DissolvedMolybdenum (Mo)-DissolvedNickel (Ni)-DissolvedSelenium (Se)-DissolvedSilver (Ag)-DissolvedStrontium (Sr)-DissolvedThallium (Tl)-DissolvedTin (Sn)-DissolvedTitanium (Ti)-DissolvedVanadium (V)-DissolvedZinc (Zn)-Dissolved



Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Calcium (Ca)-Total

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L


mg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

mg/L

09-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-09


09-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

11-OCT-09

<0.10<0.00200.044

<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.0100.014

<0.010<0.0010

1.99<0.010<0.0100.026

<0.050<0.050

428<0.151981.9815.2155

<0.000050

436

0.11

97.927401880

1.45

1.45

<0.050

1330

1000



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


0.100.00200.0100.0100.50

0.00200.0100.0100.0100.0100.0100.0100.0100.00100.0100.0100.0100.0100.0500.050

0.500.150.500.0252.55.0

0.000050

0.10

0.10

0.071

0.050

0.050

0.50

0.10

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA


R978427R978427R978427R978427R978427R978427

R978672

R978647

R978647

R978647

R978647

R978647

R979357


L827533 CONTD....

7PAGE


of

2759-095

Qualifier* Batch


36

L827533-4

L827533-5

09-217A

09-217B



Sampled By:

Sampled By:

WATER



Iron (Fe)-TotalMagnesium (Mg)-TotalManganese (Mn)-TotalPotassium (K)-TotalSodium (Na)-Total

Turbidity




Chloride (Cl)

Fluoride (F)


NTU




mg/L

mg/L


09-OCT-09




09-OCT-09

09-OCT-09

1883257.1942.1167

>4000

7.802870345<5.0<5.0283

<0.0500.0764

<0.0050<0.25

<0.0010<0.0050<0.0050<0.0050<0.00500.0345

<0.0050<0.00050

1.14<0.0050<0.00500.0099<0.025<0.025

92.9<0.03032.70.4737.38213

12.9

0.19


Turbidity




Chloride (Cl)

Fluoride


0.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.0500.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.100.0300.10

0.00500.501.0

0.10

0.10

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193


R978427R978427R978427R978427R978427R978427

R978647

R978647


L827533 CONTD....

8PAGE


of

2759-095

Qualifier* Batch


36

L827533-5

L827533-6

09-217B

09-363



Sampled By:

Sampled By:

WATER




Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity



%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU



13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09



1011030367

<0.071

<0.050

<0.050

503

96.13.2433.40.4987.98217

79.2

7.981330350<5.0<5.0287

<0.0500.0237

<0.0050<0.25

<0.0010<0.0050<0.0050<0.0050<0.0050<0.00500.0064

<0.000501.20

<0.0050<0.00500.0159<0.025<0.025


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity




0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.0500.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193



L827533 CONTD....

9PAGE


of

2759-095

Qualifier* Batch


36

L827533-6

L827533-7

09-363

09-226



Sampled By:

Sampled By:

WATER

WATER


BTEX, F1 (C6-C10),F2 (>C10-C16)


Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity




mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU





09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09



154<0.03066.90.6209.15249

20.1

0.11

1001520660

<0.071

<0.050

<0.050

818

1669.3770.70.75310.6254

250

7.911790406<5.0<5.0333

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10


Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity



F2

0.100.0300.10

0.00500.501.0

0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

Matrix:

Matrix:

R978427R978427R978427R978427R978427R978427

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193

R978605R978605R978605R978605R978605R978605


L827533 CONTD....

10PAGE


of

2759-095

Qualifier* Batch


36

L827533-7 09-226JENNIE TURNER on 06-OCT-09 @ 12:30Sampled By:

WATER

Dissolved Metals


F2 (>C10-C16)




Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

mg/L



mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

08-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

10-OCT-09



09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

<0.050

<0.100.034

<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.010<0.010<0.0010

2.08<0.010<0.0100.011

<0.050<0.050

426<0.15188

0.03812.3178

<10<10<10<10

967

<0.10

10025101840

2.01

2.01

<0.050

547

F2



Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


0.050

0.100.0100.0100.50

0.00200.0100.0100.0100.0100.0100.0100.00100.0100.0100.0100.0100.0500.050

0.500.150.500.0252.55.0

10101010

0.10

0.10

0.071

0.050

0.050

0.50

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R979478


R978427R978427R978427R978427R978427R978427

R979480R979480R979480R979480

R978647

R978647

R978647

R978647

R978647


L827533 CONTD....

11PAGE


of

2759-095

Qualifier* Batch


36

L827533-7

L827533-8

09-226

09-226C



Sampled By:

Sampled By:

WATER


Dissolved Metals


Turbidity



F2 (>C10-C16)


Calcium (Ca)-DissolvedIron (Fe)-Dissolved


NTU



mg/L


mg/Lmg/L


08-OCT-09


09-OCT-09



10-OCT-09


09-OCT-0909-OCT-09

7581672694.5037.5211

>4000

7.723240364<5.0<5.0298

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.100.034

<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.010<0.010<0.0010

2.09<0.010<0.0100.011

<0.050<0.050

416<0.15


Turbidity



F2



0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.100.0100.0100.50

0.00200.0100.0100.0100.0100.0100.0100.00100.0100.0100.0100.0100.0500.050

0.500.15

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193

R978605R978605R978605R978605R978605R978605

R979478


R978427R978427


L827533 CONTD....

12PAGE


of

2759-095

Qualifier* Batch


36

L827533-8

L827533-9

09-226C

09-316B



Sampled By:

Sampled By:

WATER

WATER


BTEX, F1 (C6-C10),F2 (>C10-C16)

Magnesium (Mg)-DissolvedManganese (Mn)-DissolvedPotassium (K)-DissolvedSodium (Na)-Dissolved


Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity


BenzeneTolueneEthylBenzeneXylenes

mg/Lmg/Lmg/Lmg/L

mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU


mg/Lmg/Lmg/Lmg/L

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

08-OCT-0908-OCT-0908-OCT-0908-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09


08-OCT-0908-OCT-0908-OCT-0908-OCT-09

1890.03412.7188

<10<10<10<10

969

<0.10

10025001820

1.98

1.98

<0.050

540

6401052412.8729.3203

>4000

7.723260365<5.0<5.0299

<0.00050<0.00050<0.00050<0.00050


Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity



0.500.0252.55.0

10101010

0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

Matrix:

Matrix:

DLA

DLA

DLA

DLA

R978427R978427R978427R978427

R979480R979480R979480R979480

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193

R978605R978605R978605R978605


L827533 CONTD....

13PAGE


of

2759-095

Qualifier* Batch


36

L827533-9 09-316BJENNIE TURNER on 06-OCT-09 @ 13:20Sampled By:

WATER

Dissolved Metals



F1(C6-C10)F1-BTEX

F2 (>C10-C16)





Chloride (Cl)

Fluoride (F)



mg/Lmg/L

mg/L



mg/L

mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

08-OCT-0908-OCT-09

08-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

08-OCT-0908-OCT-09

10-OCT-09



09-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

<0.10<0.10

<0.050

<0.20<0.00400.029

<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.020<0.020<0.020<0.0020

4.24<0.020<0.0200.078<0.10<0.10

464<0.30222

0.11014.91270

<0.000050

<10<10<10<10

156

<0.10

99.564402070

3.21


F2



Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

0.100.10

0.050

0.200.00400.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.0200.00200.0200.0200.0200.0200.100.10

1.00.301.0

0.0505.010

0.000050

10101010

0.10

0.10

0.071

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978605R978605

R979478


R978427R978427R978427R978427R978427R978427

R978672

R979480R979480R979480R979480

R978647

R978647


L827533 CONTD....

14PAGE


of

2759-095

Qualifier* Batch


36

L827533-9

L827533-10

09-316B

09-262B



Sampled By:

Sampled By:

WATER


Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity



Calcium (Ca)-DissolvedIron (Fe)-DissolvedMagnesium (Mg)-DissolvedManganese (Mn)-Dissolved

mg/L

mg/L

mg/L


NTU



mg/Lmg/Lmg/Lmg/L

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09



09-OCT-0909-OCT-0909-OCT-0909-OCT-09

3.21

<0.050

4020

60542.62471.0222.11260

1990

7.805980559<5.0<5.0459

<0.10<0.00200.042

<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.010<0.010<0.010<0.0010

2.32<0.010<0.0100.030

<0.050<0.050

347<0.15142

0.097

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity




0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.100.00200.0100.0100.50

0.00200.0100.0100.0100.0100.0100.0100.0100.00100.0100.0100.0100.0100.0500.050

0.500.150.500.025

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193


R978427R978427R978427R978427


L827533 CONTD....

15PAGE


of

2759-095

Qualifier* Batch


36

L827533-10

L827533-11

09-262B

09-357A



Sampled By:

Sampled By:

WATER

WATER



BTEX, F1 (C6-C10),F2 (>C10-C16)

Dissolved Metals

Potassium (K)-DissolvedSodium (Na)-Dissolved


Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity



F2 (>C10-C16)

mg/Lmg/L

mg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU



mg/L


08-OCT-09

09-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09



10-OCT-09

12.0278

<0.000050

159

<0.10

97.626501450

0.236

0.236

<0.050

1520

49244.3173

0.96717.6291

1890

7.822720383<5.0<5.0314

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050


Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity



F2


2.55.0

0.000050

0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

Matrix:

Matrix:

DLA

DLAR978427R978427

R978672

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193

R978605R978605R978605R978605R978605R978605

R979478


L827533 CONTD....

16PAGE


of

2759-095

Qualifier* Batch


36

L827533-11 09-357AJENNIE TURNER on 06-OCT-09 @ 13:50Sampled By:

WATER





Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Calcium (Ca)-TotalIron (Fe)-TotalMagnesium (Mg)-Total



mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

mg/Lmg/Lmg/L

09-OCT-0909-OCT-0909-OCT-0909-OCT-09



09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

11-OCT-0911-OCT-0911-OCT-09

<0.200.025

<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.020<0.020<0.0020

3.09<0.020<0.0200.124<0.10<0.10

254<0.30419

<0.05014.41860

<10<10<10<10

28.7

0.17

99.085002360

<0.071

0.058

<0.050

5480

31815.6434



Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


0.200.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.00200.0200.0200.0200.0200.100.10

1.00.301.0

0.0505.010

10101010

0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA


R978427R978427R978427R978427R978427R978427

R979480R979480R979480R979480

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357


L827533 CONTD....

17PAGE


of

2759-095

Qualifier* Batch


36

L827533-11

L827533-12

09-357A

09-357B



Sampled By:

Sampled By:

WATER




Manganese (Mn)-TotalPotassium (K)-TotalSodium (Na)-Total

Turbidity





Chloride (Cl)

Fluoride (F)

mg/Lmg/Lmg/L

NTU




mg/L

mg/L

mg/L

11-OCT-0911-OCT-0911-OCT-09

09-OCT-09




09-OCT-09

09-OCT-09

09-OCT-09

0.29516.31920

482

7.997590904<5.0<5.0741

<0.100.00230.011

<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.010<0.010<0.010<0.0010

1.37<0.010<0.0100.040

<0.050<0.050

98.6<0.1541.90.2498.2

1020

<0.000050

27.9

0.38


Turbidity




Chloride (Cl)

Fluoride

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.100.00200.0100.0100.50

0.00200.0100.0100.0100.0100.0100.0100.0100.00100.0100.0100.0100.0100.0500.050

0.500.150.500.0252.55.0

0.000050

0.10

0.10

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193


R978427R978427R978427R978427R978427R978427

R978672

R978647

R978647


L827533 CONTD....

18PAGE


of

2759-095

Qualifier* Batch


36

L827533-12

L827533-13

09-357B

09-359



Sampled By:

Sampled By:

WATER




Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity



%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU



13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09



92.63710419

<0.071

0.063

<0.050

2200

13005023527.6958.01090

>4000

8.124240645<5.0<5.0529

<0.100.017

<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.010<0.010<0.0010

3.01<0.010<0.0100.059

<0.050<0.050


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity




0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.100.0100.0100.50

0.00200.0100.0100.0100.0100.0100.0100.00100.0100.0100.0100.0100.0500.050

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193



L827533 CONTD....

19PAGE


of

2759-095

Qualifier* Batch


36

L827533-13

L827533-14

09-359

09-295A



Sampled By:

Sampled By:

WATER

WATER


Dissolved Metals


Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity


Aluminum (Al)-DissolvedArsenic (As)-DissolvedBarium (Ba)-DissolvedBeryllium (Be)-DissolvedBoron (B)-DissolvedCadmium (Cd)-DissolvedChromium (Cr)-Dissolved


mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU


mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L


09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09


09-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-09

290<0.15187

0.32011.5904

134

0.11

10144901490

<0.071

<0.050

<0.050

2700

18604785649.0156.7906

>4000

7.904480530<5.0<5.0434

<1.0<0.020<0.10<0.10<5.0

<0.020<0.10


Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity



0.500.150.500.0252.55.0

0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

1.00.0200.100.105.0

0.0200.10

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978427R978427R978427R978427R978427R978427

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193

R980383R980383R980383R980383R980383R980383R980383


L827533 CONTD....

20PAGE


of

2759-095

Qualifier* Batch


36

L827533-14 09-295AJENNIE TURNER on 06-OCT-09 @ 14:40Sampled By:

WATER



Cobalt (Co)-DissolvedCopper (Cu)-DissolvedLead (Pb)-DissolvedMolybdenum (Mo)-DissolvedNickel (Ni)-DissolvedSelenium (Se)-DissolvedSilver (Ag)-DissolvedStrontium (Sr)-DissolvedThallium (Tl)-DissolvedTin (Sn)-DissolvedTitanium (Ti)-DissolvedVanadium (V)-DissolvedZinc (Zn)-Dissolved



Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity

pHConductivity (EC)Bicarbonate (HCO3)

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L


mg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU

pHuS/cmmg/L

09-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-09


09-OCT-09

09-OCT-09

09-OCT-09

14-OCT-0914-OCT-0914-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09

08-OCT-0914-OCT-0908-OCT-09

<0.10<0.10<0.10<0.10<0.10<0.10<0.0109.00

<0.10<0.100.68

<0.50<0.50

400<3.033700.62<508600

<0.000050

20.4

0.32

1004420014900

0.86

0.86

<0.25

31400

2810728404016.41129080

>4000

7.8230900899



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity


0.100.100.100.100.100.100.0100.100.100.100.100.500.50

103.010

0.5050100

0.000050

0.10

0.25

0.35

0.25

0.25

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.0

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383

R978427R978427R978427R978427R978427R978427

R978672

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193


L827533 CONTD....

21PAGE


of

2759-095

Qualifier* Batch


36

L827533-14

L827533-15

09-295A

09-295B



Sampled By:

Sampled By:

WATER



Carbonate (CO3)Hydroxide (OH)Alkalinity, Total (as CaCO3)



Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

mg/Lmg/Lmg/L



mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

08-OCT-0908-OCT-0908-OCT-09



09-OCT-09

09-OCT-09

14-OCT-0914-OCT-0914-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

<5.0<5.0737

<1.0<0.10<0.10<5.0

<0.020<0.10<0.10<0.10<0.10<0.10<0.10<0.01012.6

<0.10<0.100.58

<0.50<0.50

397<3.027301.82<506700

18.3

<0.25

1003530012200

<0.35

<0.25

<0.25

24900




Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


5.05.05.0

1.00.100.105.0

0.0200.100.100.100.100.100.100.0100.100.100.100.100.500.50

103.010

0.5050100

0.10

0.25

0.35

0.25

0.25

0.50

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R979193R979193R979193


R978427R978427R978427R978427R978427R978427

R978647

R978647

R978647

R978647

R978647


L827533 CONTD....

22PAGE


of

2759-095

Qualifier* Batch


36

L827533-15

L827533-16

09-295B

09-232A



Sampled By:

Sampled By:

WATER





Turbidity






NTU




mg/L


09-OCT-09




09-OCT-09

46215.027002.1940.76780

357

7.86263001030<5.0<5.0844

<0.50<0.010<0.050<0.050<2.5

<0.010<0.050<0.050<0.050<0.050<0.050<0.050<0.050<0.0050

4.67<0.050<0.0500.163<0.25<0.25

370<0.30573

0.09070.32100

<0.000050


Turbidity




Chloride (Cl)

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.500.0100.0500.0502.5

0.0100.0500.0500.0500.0500.0500.0500.0500.00500.0500.0500.0500.0500.250.25

1.00.301.0

0.0505.010

0.000050

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193


R978427R978427R978427R978427R978427R978427

R978672


L827533 CONTD....

23PAGE


of

2759-095

Qualifier* Batch


36

L827533-16

L827533-17

09-232A

09-232C



Sampled By:

Sampled By:

WATER


Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity



mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU



09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09



11.0

0.19

97.7107003280

<0.071

<0.050

<0.050

7310

3942.86580

0.12870.52200

69.5

7.959080607<5.0<5.0498

<0.50<0.010<0.050<0.050<2.5

<0.010<0.050<0.050<0.050<0.050<0.050<0.050<0.050<0.0050

4.69

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity



0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.500.0100.0500.0502.5

0.0100.0500.0500.0500.0500.0500.0500.0500.00500.050

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193



L827533 CONTD....

24PAGE


of

2759-095

Qualifier* Batch


36

L827533-17

L827533-18

09-232C

09-232B



Sampled By:

Sampled By:

WATER

WATER



BTEX, F1 (C6-C10),F2 (>C10-C16)




Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity




mg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU




09-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09


<0.050<0.0500.161<0.25<0.25

383<0.30572

0.09170.92100

<0.000050

11.1

0.15

97.4108003310

0.084

0.084

<0.050

7360

4012.36584

0.11470.32250

55.5

7.969140609<5.0<5.0499



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity


0.0500.0500.0500.250.25

1.00.301.0

0.0505.010

0.000050

0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R980383R980383R980383R980383R980383

R978427R978427R978427R978427R978427R978427

R978672

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979193R979193R979193R979193R979193R979193


L827533 CONTD....

25PAGE


of

2759-095

Qualifier* Batch


36


WATER

Dissolved Metals



F2 (>C10-C16)




Chloride (Cl)

Fluoride (F)




mg/L



mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L


08-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-09


10-OCT-09



09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.50<0.050<0.050<2.5

<0.010<0.050<0.050<0.050<0.050<0.050<0.050<0.0050

4.53<0.050<0.0500.144<0.25<0.25

312<0.30519

0.86837.81770

<10<10<10<10

12.8

0.12

97.991402920

<0.071


F2



Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

0.000500.000500.000500.00050

0.100.10

0.050

0.500.0500.0502.5

0.0100.0500.0500.0500.0500.0500.0500.00500.0500.0500.0500.0500.250.25

1.00.301.0

0.0505.010

10101010

0.10

0.10

0.071

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978605R978605R978605R978605R978605R978605

R979478


R978427R978427R978427R978427R978427R978427

R979480R979480R979480R979480

R978647

R978647


L827533 CONTD....

26PAGE


of

2759-095

Qualifier* Batch


36

L827533-18

L827533-19

09-232B

09-88B



Sampled By:

Sampled By:

WATER


Dissolved Metals

Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity



F2 (>C10-C16)


mg/L

mg/L

mg/L


NTU



mg/L



09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09



10-OCT-09


<0.050

<0.050

6200

35510.15401.0739.41900

289

8.009150594<5.0<5.0487

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.10<0.00200.026

<0.010<0.50

<0.0020<0.010<0.010<0.010<0.010<0.010<0.010<0.010<0.00100.577

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity



F2


0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.100.00200.0100.0100.50

0.00200.0100.0100.0100.0100.0100.0100.0100.00100.010

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979212R979212R979212R979212R979212R979212

R978605R978605R978605R978605R978605R978605

R979478



L827533 CONTD....

27PAGE


of

2759-095

Qualifier* Batch


36


WATER







Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity




mg/L

mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU


09-OCT-0909-OCT-0909-OCT-0909-OCT-09



09-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09


<0.010<0.0100.014

<0.050<0.050

52.9<0.1526.4

<0.0256.7448

<0.000050

<10<10<10<10

2.80

0.17

99.51490241

1.68

1.68

<0.050

566

29571.492.41.7524.5490

4290

8.202090769<5.0<5.0630



Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity


0.0100.0100.0100.0500.050

0.500.150.500.0252.55.0

0.000050

10101010

0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R980383R980383R980383R980383R980383

R978427R978427R978427R978427R978427R978427

R978672

R979480R979480R979480R979480

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979212R979212R979212R979212R979212R979212


L827533 CONTD....

28PAGE


of

2759-095

Qualifier* Batch


36

L827533-19

L827533-20

09-88B

09-20B



Sampled By:

Sampled By:

WATER







Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Calcium (Ca)-Total



mg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

mg/L



09-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

11-OCT-09

<0.0500.00110.0594

<0.0050<0.25

<0.0010<0.0050<0.0050<0.0050<0.00500.02920.0076

<0.0050<0.00050

0.689<0.0050<0.00500.0128<0.025<0.025

2060.04888.80.82810.8112

<0.000050

7.83

0.16

1011350880

1.66

1.66

<0.050

665

326



Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


0.0500.00100.00500.00500.25

0.00100.00500.00500.00500.00500.00500.00500.00500.000500.00500.00500.00500.00500.0250.025

0.100.0300.10

0.00500.501.0

0.000050

0.10

0.10

0.071

0.050

0.050

0.50

0.10

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA


R978427R978427R978427R978427R978427R978427

R978672

R978647

R978647

R978647

R978647

R978647

R979357


L827533 CONTD....

29PAGE


of

2759-095

Qualifier* Batch


36

L827533-20

L827533-21

09-20B

09-169A



Sampled By:

Sampled By:

WATER


Dissolved Metals

Iron (Fe)-TotalMagnesium (Mg)-TotalManganese (Mn)-TotalPotassium (K)-TotalSodium (Na)-Total

Turbidity



F2 (>C10-C16)




NTU



mg/L


mg/L


09-OCT-09


09-OCT-09



10-OCT-09


09-OCT-09

18.81141.5513.5120

616

8.051650507<5.0<5.0416

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<1.0<0.020<0.10<0.10<5.0

<0.020<0.10<0.10<0.10<0.10<0.10<0.10<0.10<0.0107.30

<0.10<0.100.38

<0.50<0.50

363


Turbidity



F2



0.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

1.00.0200.100.105.0

0.0200.100.100.100.100.100.100.100.0100.100.100.100.100.500.50

2.0

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R979357R979357R979357R979357R979357

R978883

R979212R979212R979212R979212R979212R979212

R978605R978605R978605R978605R978605R978605

R979478


R978427


L827533 CONTD....

30PAGE


of

2759-095

Qualifier* Batch


36

L827533-21

L827533-22

09-169A

09-169B



Sampled By:

Sampled By:

WATER

WATER



BTEX, F1 (C6-C10),F2 (>C10-C16)

Iron (Fe)-DissolvedMagnesium (Mg)-DissolvedManganese (Mn)-DissolvedPotassium (K)-DissolvedSodium (Na)-Dissolved



Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity


Benzene


mg/L

mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L


NTU


mg/L

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

08-OCT-09


09-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09


09-OCT-09

<0.601410<0.10

445480

<0.000050

<10<10<10<10

2.9

0.12

124216006710

32.7

32.7

<0.10

13800

4226.7714900.15447.16170

174

8.0020400639<5.0<5.0523

<0.00050


Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity



0.602.00.101020

0.000050

10101010

1.0

0.10

0.11

0.050

0.10

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.00050

Matrix:

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

BL:INT

DLA

R978427R978427R978427R978427R978427

R978672

R979480R979480R979480R979480

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979212R979212R979212R979212R979212R979212

R978605


L827533 CONTD....

31PAGE


of

2759-095

Qualifier* Batch


36


WATER

Dissolved Metals


TolueneEthylBenzeneXylenesF1(C6-C10)F1-BTEX

F2 (>C10-C16)




Chloride (Cl)

Fluoride (F)




mg/L



mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L


09-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-09


10-OCT-09



09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.20<0.020<0.020<1.0

<0.0040<0.020<0.020<0.020<0.020<0.020<0.020<0.0020

4.98<0.020<0.0200.173<0.10<0.10

375<0.30568

0.51919.32540

<10<10<10<10

4.2

0.12

101117003280

3.39


F2



Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

0.000500.000500.00050

0.100.10

0.050

0.200.0200.0201.0

0.00400.0200.0200.0200.0200.0200.0200.00200.0200.0200.0200.0200.100.10

1.00.301.0

0.0505.010

10101010

1.0

0.10

0.11

Matrix:

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

DLA

R978605R978605R978605R978605R978605

R979478


R978427R978427R978427R978427R978427R978427

R979480R979480R979480R979480

R978647

R978647


L827533 CONTD....

32PAGE


of

2759-095

Qualifier* Batch


36

L827533-22

L827533-23

L827533-24

09-169B

TRIP BLANK

FB


JENNIE TURNER on 06-OCT-09

JENNIE TURNER on 06-OCT-09

Sampled By:

Sampled By:

Sampled By:

WATER

WATER

WATER

BTEX, F1 (C6-C10),F2 (>C10-C16)

BTEX, F1 (C6-C10),F2 (>C10-C16)

Dissolved Metals

Nitrate-N

Nitrite-N

Sulphate (SO4)


Turbidity



F2 (>C10-C16)


F2 (>C10-C16)


mg/L

mg/L

mg/L


NTU



mg/L


mg/L

mg/L


09-OCT-09


09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09


09-OCT-09



10-OCT-09


10-OCT-09

09-OCT-09

3.39

<0.10

7870

55095.36241.8435.42660

>4000

8.0511100645<5.0<5.0529

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.00050<0.00050<0.00050<0.00050

<0.10<0.10

<0.050

<0.010

Nitrate-N

Nitrite-N

Sulfate (SO4)


Turbidity



F2


F2


0.050

0.10

0.50

0.100.0300.10

0.00500.501.0

0.20

0.103.05.05.05.05.0

0.000500.000500.000500.00050

0.100.10

0.050

0.000500.000500.000500.00050

0.100.10

0.050

0.010

Matrix:

Matrix:

Matrix:

DLA

R978647

R978647

R978647

R979357R979357R979357R979357R979357R979357

R978883

R979212R979212R979212R979212R979212R979212

R978605R978605R978605R978605R978605R978605

R979478

R978605R978605R978605R978605R978605R978605

R979478

R980383


L827533 CONTD....

33PAGE


of

2759-095

Qualifier* Batch


36

L827533-24 FBJENNIE TURNER on 06-OCT-09Sampled By:

WATER


Barium (Ba)-DissolvedBeryllium (Be)-DissolvedBoron (B)-DissolvedCadmium (Cd)-DissolvedChromium (Cr)-DissolvedCobalt (Co)-DissolvedCopper (Cu)-DissolvedLead (Pb)-DissolvedMolybdenum (Mo)-DissolvedNickel (Ni)-DissolvedSilver (Ag)-DissolvedStrontium (Sr)-DissolvedThallium (Tl)-DissolvedTin (Sn)-DissolvedTitanium (Ti)-DissolvedVanadium (V)-DissolvedZinc (Zn)-Dissolved



Chloride (Cl)

Fluoride (F)



Nitrate-N

Nitrite-N

Sulphate (SO4)

Calcium (Ca)-TotalIron (Fe)-TotalMagnesium (Mg)-TotalManganese (Mn)-Total

mg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/L


mg/Lmg/Lmg/Lmg/L

mg/L

mg/L

%mg/Lmg/L

mg/L

mg/L

mg/L

mg/L

mg/Lmg/Lmg/Lmg/L

09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-0909-OCT-09


09-OCT-0909-OCT-0909-OCT-0909-OCT-09

09-OCT-09

09-OCT-09

13-OCT-0913-OCT-0913-OCT-09

13-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

11-OCT-0911-OCT-0911-OCT-0911-OCT-09

<0.0010<0.0010<0.050

<0.00020<0.0010<0.0010<0.0010<0.0010<0.0010<0.0010<0.00010<0.0010<0.0010<0.0010<0.0010<0.0050<0.0050

<0.10<0.030<0.10

<0.0050<0.50<1.0

<10<10<10<10

<0.10

<0.10

Low TDS<1.0<1.0

<0.071

<0.050

<0.050

<0.50

<0.10<0.030<0.10

<0.0050



Glycol Screen

Chloride (Cl)

Fluoride


Nitrate+Nitrite

Nitrate-N

Nitrite-N

Sulfate (SO4)


0.00100.00100.050

0.000200.00100.00100.00100.00100.00100.00100.000100.00100.00100.00100.00100.00500.0050

0.100.0300.10

0.00500.501.0

10101010

0.10

0.10

0.071

0.050

0.050

0.50

0.100.0300.10

0.0050

Matrix:

R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383R980383

R978427R978427R978427R978427R978427R978427

R979480R979480R979480R979480

R978647

R978647

R978647

R978647

R978647

R979357R979357R979357R979357


L827533 CONTD....

34PAGE


of

2759-095

Qualifier* Batch


36

L827533-24 FBJENNIE TURNER on 06-OCT-09Sampled By:

WATER

Potassium (K)-TotalSodium (Na)-Total

Turbidity


mg/Lmg/L

NTU


11-OCT-0911-OCT-09

09-OCT-09


<0.50<1.0

<0.20

7.213.9

<5.0<5.0<5.0<5.0


Turbidity


0.501.0

0.20

0.103.05.05.05.05.0

Matrix:

R979357R979357

R978883

R979212R979212R979212R979212R979212R979212

BTX,F1-CL

CL-CL

F-IC-CL

F2-CL

GLYCOL-CL

HG-DIS-CVAFS-CL

IONBALANCE-CL

MET-DIS-ICP-CL

MET-DIS-MS-CL

MET-TOT-ICP-CL

N2N3-CALC-CL

NO2-CL

NO3-IC-CL

PH/EC/ALK-CL

SO4-CL

TURBIDITY-CL



Chloride (Cl)

Fluoride

F2

Glycol Screen

Dissolved Mercury in Water by CVAFS





Nitrate+Nitrite

Nitrite-N

Nitrate-N


Sulfate (SO4)

Turbidity

L827533 CONTD....

35PAGE of

2759-095

Inorganic Anions by ion chromatography (IC) in water and aqueaous extracts of soils.

This analysis is carried out using procedures adapted from "Standard Methods for the Examination of Water and Wastewater" published by the American Public Health Association, and with procedures adapted from "Test Methods for Evaluating Solid Waste" SW-846 published by the United States Environmental Protection Agency (EPA). The procedures may involve preliminary sample treatment by filtration (EPA Method 3005A) and involves a cold-oxidation of the acidified sample using bromine monochloride prior to reduction of the sample with stannous chloride. Instrumental analysis is by cold vapour atomic fluorescence spectrophotometry (EPA Method 245.7).

his analysis is carried out using procedures adapted from "Standard Methods for the Examination of Water and Wastewater" published by the AmericanPublic Health Association, and with procedures adapted from "Test Methods for Evaluating Solid Waste" SW-846 published by the United States Environmental Protection Agency (EPA). The procedure involves filtration (EPA Method 3005A) and analysis by inductively coupled plasma - optical emission spectrophotometry (EPA Method 6010B).

This analysis is carried out using procedures adapted from "Standard Methods for the Examination of Water and Wastewater" published by the American Public Health Association, and with procedures adapted from "Test Methods for Evaluating Solid Waste" SW-846 published by the United States Environmental Protection Agency (EPA). The procedure involves filtration (EPA Method 3005A) and analysis by inductively coupled plasma - mass spectrometry (EPA Method 6020A).

This analysis is carried out using procedures adapted from "Standard Methods for the Examination of Water and Wastewater" published by the American Public Health Association, and with procedures adapted from "Test Methods for Evaluating Solid Waste" SW-846 published by the United States Environmental Protection Agency (EPA). The procedures may involve preliminary sample treatment by acid digestion using a hotblock (EPA Method 3005A). Instrumental analysis is by inductively coupled plasma - optical emission spectrophotometry (EPA Method 6010B).

pH measurement is determined from the activity of the hydrogen ions using a hydrogen electrode and a reference electrodeAlkalinity measurement is based on the sample’s capacity to neutralize acidConductivity measurement is based on the sample’s capacity to convey an electric current

A strong light beam is sent through a transparent tube containing the sample. Light that is reflected at 90 degrees to the axis by suspended particles is detected by the photocell. The electrical response is proportional to the sample turbidity.

ALS Test Code Test Description

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

BL:INT

DLA

Balance Reviewed: Interference Or Non-Measured Component

Detection Limit Adjusted For required dilution

Sample Parameter Qualifier Key:

EPA 5030/8015& 8260-P&T GC-MS/FID



EPA 3510/8000-GC-FID

ASTM D2908-74; EPA 8000A,1990

EPA SW-846 3005A & EPA 245.7

APHA 1030E

EPA SW-846 3005A/6010B

EPA SW-846 3005A/6020A

EPA SW-846 3005A/6010B

CALCULATION



APHA 4500H,2510,2320


APHA 2130 B-Nephelometer

Method Reference**

** ALS test methods may incorporate modifications from specified reference methods to improve performance.


Matrix

The last two letters of the above test code(s) indicate the laboratory that performed analytical analysis for that test. Refer to the list below:

Laboratory Definition Code Laboratory Location

Test Method References:

36


L827533 CONTD....

36PAGE of

2759-095

CL ALS LABORATORY GROUP - CALGARY, ALBERTA, CANADA

GLOSSARY OF REPORT TERMSSurrogates are compounds that are similar in behaviour to target analyte(s), but that do not normally occur in environmental samples. For applicable tests, surrogates are added to samples prior to analysis as a check on recovery. In reports that display the D.L. column, laboratory objectives for surrogates are listed there.mg/kg - milligrams per kilogram based on dry weight of samplemk/kg wwt - milligrams per kilogram based on wet weight of samplemg/kg lwt - milligrams per kilogram based on lipid-adjusted weight mg/L - unit of concentration based on volume, parts per million.< - Less than.D.L. - The reporting limit.N/A - Result not available. Refer to qualifier code and definition for explanation.

Test results reported relate only to the samples as received by the laboratory.UNLESS OTHERWISE STATED, ALL SAMPLES WERE RECEIVED IN ACCEPTABLE CONDITION.Analytical results in unsigned test reports with the DRAFT watermark are subject to change, pending final QC review.

Chain of Custody Numbers:

09-049258 09-049260

36

ALS Laboratory Group Quality Control ReportPage 1 of

Client:

Contact:

AECOM CANADA LTD.2540 KENSINGTON ROAD NW CALGARY AB T2N 3S3JENNIE TURNER

Report Date: 16-OCT-09Workorder: L827533


BTX,F1-CL

CL-CL

Water

Water

R978605

R978647

Batch

Batch

LCS

LCS

MB

MS

DUP

DUP

DUP

DUP

LCS

WG1017277-3

WG1017277-4

WG1017277-2

WG1017277-1

WG1017310-17

WG1017310-5

WG1017310-6

WG1017310-9

WG1017310-2

L827455-3

L828221-10

L827533-17

L827923-2

L828084-18

Benzene

EthylBenzene

Toluene

F1(C6-C10)

Xylenes

Benzene

EthylBenzene

Toluene

F1(C6-C10)

Xylenes

Benzene

EthylBenzene

Toluene

F1(C6-C10)

Xylenes

Benzene

EthylBenzene

Toluene

F1(C6-C10)

Xylenes

Chloride (Cl)

Chloride (Cl)

Chloride (Cl)

Chloride (Cl)

105

111

103

101

108

104

111

104

99

108

<0.00050

<0.00050

<0.00050

<0.10

<0.00050

102

107

100

99

104

1.20

10.8

40.4

17.3

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

11-OCT-09

09-OCT-09

09-OCT-09

10-OCT-09

7.0

2.9

2.1

5.7

13

13

13

13

81-120

82-120

82-119

80-119

81-124

81-120

82-120

82-119

80-119

81-124

74-127

67-132

68-131

66-127

68-136

%

%

%

%

%

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

1.28

11.1

41.2

16.4

0.0005

0.0005

0.0005

0.1

0.0005

14

ALS Laboratory Group Quality Control ReportPage 2 ofReport Date: 16-OCT-09Workorder: L827533


CL-CL

F-IC-CL

F2-CL

GLYCOL-CL

Water

Water

Water

Water

R978647

R978647

R979478

R979480

Batch

Batch

Batch

Batch

LCS

MB

DUP

LCS

MB

DUP

DUP

DUP

MB

MB

MS

MS

MS

DUP

WG1017310-2

WG1017310-1

WG1017310-5

WG1017310-2

WG1017310-1

WG1017945-3

WG1017945-7

WG1017945-9

WG1017945-2

WG1017945-6

WG1017945-10

WG1017945-4

WG1017945-8

WG1017942-11

L827533-17

L828066-1

L827455-2

L827533-19

L827533-21

L828066-2

L827455-3

L826794-1

Chloride (Cl)

Chloride (Cl)

Fluoride (F)

Fluoride (F)

Fluoride (F)

F2 (>C10-C16)

F2 (>C10-C16)

F2 (>C10-C16)

F2 (>C10-C16)

F2 (>C10-C16)

F2 (>C10-C16)

F2 (>C10-C16)

F2 (>C10-C16)

Diethylene Glycol

Ethylene Glycol

Propylene Glycol

Triethylene Glycol

104

<0.10

0.18

108

<0.10

0.063

<0.050

<0.050

<0.050

<0.050

99

109

97

<10

<10

<10

<10

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

10-OCT-09

10-OCT-09

09-OCT-09

10-OCT-09

10-OCT-09

09-OCT-09

10-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

0.03

0.005

N/A

N/A

N/A

N/A

N/A

N/A

0.4

0.2

33

33

26

26

26

26

90-111

86-115

61-140

61-140

61-140

%

mg/L

mg/L

%

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

mg/L

mg/L

mg/L

mg/L

J

J

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

0.15

0.068

<0.050

<0.050

<10

<10

<10

<10

0.1

0.1

0.05

0.05

14



GLYCOL-CL

HG-DIS-CVAFS-CL

Water

Water

R979480

R978672

Batch

Batch

DUP

MB

MB

MB

MS

MS

DUP

DUP

WG1017942-14

WG1017942-10

WG1017942-2

WG1017942-4

WG1017942-12

WG1017942-13

WG1017202-5

WG1017202-6

L827338-1

L826794-2

WG1017942-10

L827533-4

L822728-14

Diethylene Glycol

Ethylene Glycol

Propylene Glycol

Triethylene Glycol

Diethylene Glycol

Ethylene Glycol

Propylene Glycol

Triethylene Glycol

Diethylene Glycol

Ethylene Glycol

Propylene Glycol

Triethylene Glycol

Diethylene Glycol

Ethylene Glycol

Propylene Glycol

Triethylene Glycol

Diethylene Glycol

Ethylene Glycol

Propylene Glycol

Triethylene Glycol

Diethylene Glycol

Ethylene Glycol

Propylene Glycol

Triethylene Glycol


<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

<10

105

106

109

106

94

96

100

93

<0.000050

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

N/A

N/A

N/A

N/A

N/A

26

26

26

26

26

70-130

70-130

70-130

62-122

70-130

70-130

70-130

62-122

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

%

%

%

mg/L

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

<10

<10

<10

<10

<0.000050

10

10

10

10

10

10

10

10

10

10

10

10

14



HG-DIS-CVAFS-CL

MET-DIS-ICP-CL

Water

Water

R978672

R978427

Batch

Batch

DUP

DUP

DUP

DUP

MB

CRM

DUP

DUP

DUP

WG1017202-6

WG1017202-7

WG1017202-8

WG1017202-9

WG1017202-1

WG1017068-3

WG1017068-10

WG1017068-11

WG1017068-13

L822728-14

L828221-1

L828221-23

L825761-1

QCS-A

L828066-35

L828066-44

L827923-9







Iron (Fe)-Dissolved






Iron (Fe)-Dissolved






Iron (Fe)-Dissolved






<0.000050

<0.000050

<0.000050

<0.000050

<0.000050

99

99

99

98

102

98

243

28.3

108

2.73

10.5

408

496

24.4

216

4.11

30.8

481

94.1

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

N/A

N/A

N/A

N/A

2.1

2.0

0.34

2.0

0.1

0.49

2.0

0.25

0.94

0.31

3.2

2.0

1.9

26

26

26

26

26

26

26

26

10

26

26

26

26

26

26

26

26

85-115

85-115

85-115

85-115

85-115

85-115

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

RPD-NA

RPD-NA

RPD-NA

RPD-NA

J

<0.000050

<0.000050

<0.000050

<0.000050

238

27.8

109

2.68

10.7

410

506

24.5

214

4.12

29.8

471

95.8

0.00005

14



MET-DIS-ICP-CL Water

R978427BatchDUP

DUP

DUP

DUP

DUP

DUP

WG1017068-13

WG1017068-14

WG1017068-15

WG1017068-4

WG1017068-6

WG1017068-7

L827923-9

L824181-9

L828181-5

L822728-14

L827760-2

L827533-11

Iron (Fe)-Dissolved






Iron (Fe)-Dissolved






Iron (Fe)-Dissolved






Iron (Fe)-Dissolved






Iron (Fe)-Dissolved





<0.030

24.6

<0.0050

2.65

12.7

35.5

<0.030

0.64

<0.0050

<0.50

<1.0

134

<0.030

40.9

0.229

2.76

46.3

69.5

0.214

18.9

0.907

1.59

6.4

150

<0.030

91.2

<0.0050

6.51

57.0

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

N/A

0.40

N/A

0.02

0.37

1.9

N/A

0.00

N/A

N/A

N/A

2.4

N/A

0.93

1.9

0.09

5.4

2.1

0.000

0.13

1.4

0.01

0.0

0.43

N/A

0.099

N/A

0.024

0.65

26

26

26

2

26

26

26

0.4

26

26

26

26

26

26

26

2

26

26

0.12

26

26

2

4

26

26

26

26

26

26

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

RPD-NA

RPD-NA

J

RPD-NA

J

RPD-NA

RPD-NA

RPD-NA

RPD-NA

J

J

J

J

RPD-NA

RPD-NA

<0.030

24.7

<0.0050

2.63

12.6

34.8

<0.030

0.65

<0.0050

<0.50

<1.0

131

<0.030

40.6

0.225

2.85

48.9

71.0

0.214

18.9

0.920

1.60

6.4

150

<0.030

91.1

<0.0050

6.51

57.4

14



MET-DIS-ICP-CL

MET-DIS-MS-CL

Water

Water

R978427

R980383

Batch

Batch

DUP

DUP

DUP

MB

CRM

WG1017068-7

WG1017068-8

WG1017068-9

WG1017068-12

WG1018902-2

L827533-11

L827533-20

L828066-14

CVS


Iron (Fe)-Dissolved






Iron (Fe)-Dissolved






Iron (Fe)-Dissolved






Iron (Fe)-Dissolved






Arsenic (As)-Dissolved



250

<0.30

419

<0.050

14.7

1880

203

0.070

88.7

0.825

10.8

110

17.0

2.41

14.7

0.123

10.0

563

<0.10

<0.030

<0.10

<0.0050

<0.50

<1.0

108

96

100

106

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

1.6

N/A

0.0057

N/A

0.3

0.81

1.5

0.021

0.086

0.37

0.35

1.7

7.1

3.2

0.35

0.006

0.7

2.2

26

26

26

26

20

26

26

0.12

26

26

26

26

26

26

26

0.1

10

26

85-115

85-115

85-115

85-115

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

RPD-NA

RPD-NA

J

J

J

J

254

<0.30

419

<0.050

14.4

1860

206

0.048

88.8

0.828

10.8

112

18.2

2.49

14.7

0.129

9.4

551

0.1

0.03

0.1

0.005

0.5

1

14



MET-DIS-MS-CL Water

R980383BatchCRM

DUP

WG1018902-2

WG1018902-4

CVS

L827533-3


Boron (B)-Dissolved





Lead (Pb)-Dissolved



Selenium (Se)-Dissolved




Tin (Sn)-Dissolved



Zinc (Zn)-Dissolved





Boron (B)-Dissolved





Lead (Pb)-Dissolved






106

107

103

103

102

101

99

98

103

94

99

97

100

97

104

103

97

<0.10

0.0020

0.024

<0.010

<0.50

<0.0020

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.0010

2.68

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

N/A

N/A

0.000

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

1.0

20

20

0.04

20

20

20

20

20

20

20

20

20

20

20

20

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

RPD-NA

RPD-NA

J

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

<0.10

<0.0020

0.024

<0.010

<0.50

<0.0020

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.0010

2.70

14



MET-DIS-MS-CL Water

R980383BatchDUP

DUP

MB

WG1018902-4

WG1018902-5

WG1018902-1

L827533-3

L827533-24


Tin (Sn)-Dissolved



Zinc (Zn)-Dissolved





Boron (B)-Dissolved





Lead (Pb)-Dissolved







Tin (Sn)-Dissolved



Zinc (Zn)-Dissolved





Boron (B)-Dissolved


<0.010

<0.010

0.027

<0.050

<0.050

<0.010

<0.00020

<0.0010

<0.0010

<0.050

<0.00020

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.00010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0050

<0.0050

<0.010

<0.00020

<0.0010

<0.0010

<0.050

<0.00020

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

N/A

N/A

0.000

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

20

20

0.04

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

RPD-NA

RPD-NA

J

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

<0.010

<0.010

0.027

<0.050

<0.050

<0.010

<0.00020

<0.0010

<0.0010

<0.050

<0.00020

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.00010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0050

<0.0050

0.01

0.0002

0.001

0.001

0.05

0.0002

14



MET-DIS-MS-CL

MET-TOT-ICP-CL

Water

Water

R980383

R979357

Batch

Batch

MB

CRM

DUP

DUP

WG1018902-1

WG1017193-5

WG1017193-8

WG1017193-9

TMRM

L827533-1

L827132-1




Lead (Pb)-Dissolved







Tin (Sn)-Dissolved



Zinc (Zn)-Dissolved

Calcium (Ca)-Total

Iron (Fe)-Total

Magnesium (Mg)-Total

Manganese (Mn)-Total

Potassium (K)-Total

Sodium (Na)-Total

Calcium (Ca)-Total

Iron (Fe)-Total



Potassium (K)-Total

Sodium (Na)-Total

Calcium (Ca)-Total

Iron (Fe)-Total

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.00010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0050

<0.0050

95

94

100

93

109

103

841

205

922

4.60

35.7

1160

6.52

5.89

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

5.1

3.5

0.94

6.9

0.22

0.32

0.30

1.5

26

26

26

26

26

26

26

26

85-115

85-115

85-115

85-115

85-115

85-115

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

799

198

914

4.29

35.6

1170

6.50

5.80

0.001

0.001

0.001

0.001

0.001

0.001

0.001

0.0001

0.001

0.001

0.001

0.001

0.005

0.005

14



MET-TOT-ICP-CL

NO2-CL

NO3-IC-CL

Water

Water

Water

R979357

R978647

R978647

Batch

Batch

Batch

DUP

MB

DUP

DUP

DUP

DUP

LCS

MB

DUP

DUP

DUP

DUP

WG1017193-9

WG1017193-1

WG1017310-17

WG1017310-5

WG1017310-6

WG1017310-9

WG1017310-2

WG1017310-1

WG1017310-17

WG1017310-5

WG1017310-6

WG1017310-9

L827132-1

L828221-10

L827533-17

L827923-2

L828084-18

L828221-10

L827533-17

L827923-2

L828084-18



Potassium (K)-Total

Sodium (Na)-Total

Calcium (Ca)-Total

Iron (Fe)-Total



Potassium (K)-Total

Sodium (Na)-Total

Nitrite-N

Nitrite-N

Nitrite-N

Nitrite-N

Nitrite-N

Nitrite-N

Nitrate-N

Nitrate-N

Nitrate-N

Nitrate-N

0.73

0.0156

1.12

416

<0.10

<0.030

<0.10

<0.0050

<0.50

<1.0

<0.050

<0.050

<0.050

<0.050

98

<0.050

0.076

<0.050

1.08

<0.050

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

11-OCT-09

09-OCT-09

09-OCT-09

10-OCT-09

09-OCT-09

09-OCT-09

11-OCT-09

09-OCT-09

09-OCT-09

10-OCT-09

0.00

0.0006

0.03

1.6

N/A

N/A

N/A

N/A

0.004

N/A

1.9

N/A

0.4

0.02

2

26

16

16

16

16

0.2

16

16

16

89-111

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

mg/L

mg/L

mg/L

mg/L

mg/L

J

J

J

RPD-NA

RPD-NA

RPD-NA

RPD-NA

J

RPD-NA

RPD-NA

0.73

0.0150

1.09

409

<0.050

<0.050

<0.050

<0.050

0.081

0.084

1.10

<0.050

0.1

0.03

0.1

0.005

0.5

1

0.05

14



NO3-IC-CL

PH/EC/ALK-CL

Water

Water

R978647

R979193

R979212

Batch

Batch

Batch

LCS

MB

DUP

DUP

LCS

DUP

DUP

WG1017310-2

WG1017310-1

WG1017453-3

WG1017453-4

WG1017453-1

WG1017850-2

WG1017850-3

L827243-1

L827533-1

L827923-1

L828066-31

Nitrate-N

Nitrate-N


Bicarbonate (HCO3)

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

pH


Bicarbonate (HCO3)

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

pH


Conductivity (EC)

pH


Bicarbonate (HCO3)

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

pH


Bicarbonate (HCO3)

106

<0.050

272

311

10.4

1340

<5.0

8.53

652

795

<5.0

6450

<5.0

7.98

100

103

7.00

367

448

<5.0

680

<5.0

8.06

1460

1780

09-OCT-09

09-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

08-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

0.19

0.12

0.1

2.0

N/A

0.00

0.28

0.28

N/A

1.8

N/A

0.00

0.11

0.11

N/A

0.88

N/A

0.00

1.4

1.4

6.5

6.5

20

9.8

6.5

0.2

6.5

6.5

6.5

9.8

6.5

0.2

6.5

6.5

6.5

9.8

6.5

0.2

6.5

6.5

89-109

90-108

90-108

6.86-7.16

%

mg/L

mg/L

mg/L

mg/L

uS/cm

mg/L

pH

mg/L

mg/L

mg/L

uS/cm

mg/L

pH

%

%

pH

mg/L

mg/L

mg/L

uS/cm

mg/L

pH

mg/L

mg/L

J

RPD-NA

J

RPD-NA

RPD-NA

J

RPD-NA

RPD-NA

J

272

311

10.5

1320

<5.0

8.54

654

798

<5.0

6570

<5.0

7.98

367

448

<5.0

686

<5.0

8.05

1440

1760

0.05

14



PH/EC/ALK-CL

SO4-CL

Water

Water

R979212

R978647

Batch

Batch

DUP

DUP

DUP

LCS

DUP

DUP

DUP

DUP

LCS

MB

WG1017850-3

WG1017850-4

WG1017850-5

WG1017850-1

WG1017310-17

WG1017310-5

WG1017310-6

WG1017310-9

WG1017310-2

WG1017310-1

L828066-31

L828084-18

L828221-1

L828221-10

L827533-17

L827923-2

L828084-18

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

pH


Bicarbonate (HCO3)

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

pH


Bicarbonate (HCO3)

Carbonate (CO3)

Conductivity (EC)

Hydroxide (OH)

pH


Conductivity (EC)

pH

Sulphate (SO4)

Sulphate (SO4)

Sulphate (SO4)

Sulphate (SO4)

Sulphate (SO4)

<5.0

6140

<5.0

7.90

416

507

<5.0

2270

<5.0

7.88

465

568

<5.0

930

<5.0

7.87

101

95

7.00

79.7

7380

16.6

1400

105

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

11-OCT-09

09-OCT-09

09-OCT-09

10-OCT-09

09-OCT-09

N/A

5.5

N/A

0.05

0.22

0.22

N/A

0.88

N/A

0.07

0.069

0.069

N/A

4.7

N/A

0.00

7.5

0.33

2.4

5.8

6.5

9.8

6.5

0.2

6.5

6.5

6.5

9.8

6.5

0.2

6.5

6.5

6.5

9.8

6.5

0.2

13

13

13

13

90-108

90-108

6.86-7.16

91-110

mg/L

uS/cm

mg/L

pH

mg/L

mg/L

mg/L

uS/cm

mg/L

pH

mg/L

mg/L

mg/L

uS/cm

mg/L

pH

%

%

pH

mg/L

mg/L

mg/L

mg/L

%

RPD-NA

RPD-NA

J

RPD-NA

RPD-NA

J

RPD-NA

RPD-NA

J

<5.0

6490

<5.0

7.85

415

506

<5.0

2290

<5.0

7.82

465

567

<5.0

975

<5.0

7.87

85.9

7360

17.0

1320

14



SO4-CL

TURBIDITY-CL

Water

Water

R978647

R978883

Batch

Batch

MB

DUP

DUP

DUPDUP

LCS

MB

WG1017310-1

WG1017502-3

WG1017502-4

WG1017502-5WG1017502-6

WG1017502-2

WG1017502-1

L827533-2

L827533-15

L828152-8L828261-8

Sulphate (SO4)

Turbidity

Turbidity

Turbidity

Turbidity

Turbidity

<0.50

259

350

31.1

100

<0.20

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

09-OCT-09

2.3

2.0

1.6

9.8

9.8

9.8

87-110

mg/L

NTU

NTU

NTU

%

NTU

265

357

30.6

0.5

0.2

14


Sample Parameter Qualifier Definitions:


J

RPD-NA

Duplicate results and limits are expressed in terms of absolute difference.

Relative Percent Difference Not Available due to result(s) being less than detection limit.

Limit 99% Confidence Interval (Laboratory Control Limits)DUP DuplicateRPD Relative Percent DifferenceN/A Not AvailableLCS Laboratory Control SampleSRM Standard Reference MaterialMS Matrix SpikeMSD Matrix Spike DuplicateADE Average Desorption EfficiencyMB Method BlankIRM Internal Reference MaterialCRM Certified Reference MaterialCCV Continuing Calibration VerificationCVS Calibration Verification StandardLCSD Laboratory Control Sample Duplicate

Legend:

The ALS Quality Control Report is provided to ALS clients upon request. ALS includes comprehensive QC checks with every analysis to ensure our high standards of quality are met. Each QC result has a known or expected target value, which is compared against pre-determined data quality objectives to provide confidence in the accuracy of associated test results.

Please note that this report may contain QC results from anonymous Sample Duplicates and Matrix Spikes that do not originate from this Work Order.

14

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