VHR H 0703 Hoffman Brickworks Pre-Application Submission p31711 Buildings 5 and 6 72 – 106 Dawson Street, Brunswick

14.0 Appendix 4: Sampling Analytical & Quality Plan

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Todd Mitchell Environmental Auditor AECOM Level 10, Tower Two 727 Collins Street Melbourne VIC 3008 todd.mitchell@aecom.com

C/- Dean Rzechta, dean@94feet.com.au

19 April 2020 Dear Todd,

SAMPLING AND ANALYSIS QUALITY PLAN: FORMER HOFFMAN BRICKWORKS, BUILDINGS 5 AND 6, PART OF 72-106 DAWSON STREET, BRUNSWICK VIC The following Sampling and Analysis Quality Plan (SAQP) details previous environmental investigations undertaken at a portion of the former Hoffman Brickworks complex comprising Buildings 5 and 6 located at part of 72-106 Dawson Street, Brunswick, Victoria (“the site”), and outlines a proposed scope of work for further intrusive environmental investigations to support completion of a Section 53X Environmental Audit at the site. This SAQP has been finalised following review of your comments received on 17 April 2020. The site has a total area of approximately 2,725 m2, with the site extent shown in Figure 1. It is noted that recently the address associated with the site has been updated, with the site now described as part of 8 - 10 Pottery Court, Brunswick (refer to property report in Appendix A). For consistency the address used by EPA Victoria in the Clean Up Notice (being the original address noted above) will be used in this document. The site is currently vacant with two dilapidated buildings (Building 5 and Building 6) and a former kiln chimney remaining on-site. Several Environmental Audits have been completed for the former Hoffman Brickworks site (including CARMS 40625-1, 51415-1, 51415-2, 51415-3, 51415-4 and 72252-1), with the subject site the only parcel of land remaining where no Environmental Audit has been completed. Buildings 5 and 6 have heritage protection, with discussions between the client and Heritage Victoria progressing to allow these buildings to be demolished to accommodate required environmental investigation and remediation works. Following review of a previous report by EPA Victoria titled ‘DRAFT Review of Environmental condition Buildings 5, 6A and 6, Former Hoffman Brickworks, 72-106 Dawson Street, Brunswick Victoria’, prepared by Compass Environmental and dated 8 July 2015, a Clean Up Notice (“Notice”) was issued for the site, with a final Notice issued on 3 February 2020. Section 3 of the Notice requires:

Requirement 3.1: By 24 February 2020, EPA must receive confirmation in writing that an Environmental Auditor has been engaged to: a) undertake an Environmental Audit of the premises in accordance with Section 53 of the Act, b) verify the SAQP as per requirement 3.2 below; and c) verify a Clean Up Plan as per requirement 3.3 below.

Requirement 3.2: By 27 April 2020 a SAQP must be prepared and then verified by the appointed Environmental Auditor. The verified SAQP is to be provided to EPA Victoria.

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Requirement 3.3: By 14 December 2020 a Clean Up Plan must be prepared and verified by the appointed

Environmental Auditor, and submitted to EPA Victoria for approval.

Requirement 3.4: By 22 March 2023, an Environmental Audit report in accordance with Section 53X of the Act must be submitted to EPA Victoria.

The Notice also requires progress reporting to be completed and issued to EPA Victoria, with a written progress report to be issued by 1 March 2021 and every six months thereafter (by 1 September 2021, 1 March 2022, 1 September 2022 and 1 March 2023), until completion of the Audit report, as per requirement 3.4 of the Notice detailed above. A copy of the Notice is provided in Appendix B. We understand that you have been engaged in your capacity as an Environmental Auditor to undertake a Statutory Environmental Audit of the site under Section 53X of the Environment Protection Act 1970. We also understand EPA Victoria has previously been notified of your appointment to comply with requirement 3.1 of the Notice detailed above. The following SAQP details the findings of the previous environmental investigations completed at the site (including a site history review, site inspection, soil investigations, a soil vapour investigation, and a groundwater investigation), and proposed scope of further works at the site to comply with the Notice.

1 Scope of Work

The following scope of works has been implemented:

Appraisal of site geology and hydrogeology including:

o Review of geological, hydrogeological and topographical maps.

o A groundwater database search (2 km radius) for information of regional groundwater quality and potential sources in the vicinity of the site.

Detailed site inspection.

Review of previous environmental and geotechnical investigations completed at the site.

Overview of proposed additional environmental investigations and outline of proposed methodology.

The findings of the above scope of works and our proposed methodology for further works is detailed in the following sections.

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2 Site Description

2.1 Site Details The site is located at part of 72 - 106 Dawson Street, Brunswick Victoria, with a total area of approximately 2,725 m2. A review of the site area details (including property and parcel details) is provided in Table 1 below. The current site layout is shown in Figures 1 and 2. Table 1 Site Details

Site Details

Property Address Details

Part of 72-106 Dawson Brunswick VIC

Note: site address has recently been updated, with the site now falling under part of 8 - 10 Pottery Court, Brunswick.

Lot Description Part of plan PS631815

Local Government City of Moreland

Planning Zone Mixed Use Zone (MUZ) and associated schedule.

Current Planning Overlays

Development Contributions Plan Overlay (DCPO) and associated Schedule 1 (DCPO1).

Development Plan Overlay (DPO) and associated Schedule 3 (DPO3).

Environmental Audit Overlay (EAO).

Heritage Overlay (HO) and associated Schedule (HO63).

Parking Overlay (PO) and associated Precinct 1 Schedule (PO1).

Indicative Plan of Planning Zones

Figure 2.1 Planning Zones. Note entire property parcel area outlined.

Source: Department of Environment, Land, Water and Planning (DELWP).

Bushfire Prone Area The site was not located within a Designated Bushfire Prone Area.

Areas of Aboriginal Cultural Heritage Sensitivity

The site was not within an identified Area of Cultural Heritage Sensitivity as specified in Division 3 of Part 2 in the Victorian Aboriginal Heritage Regulations 2007.

Surrounding Land Use

North Mixed Use Zone (MUZ) and associated schedule. Immediately north of the site is a high-density residential development, followed by further medium density townhouses. Further north is public

open space (Gilpin Park, former municipal landfill).

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Site Details

South Neighbourhood Residential Zone 1. Low-density residential properties dominate the land on the

south side of Dawson Road and further south.

West

Mixed Use Zone (IN3Z) and associated schedule, followed by Industrial 1 Zone (IN1Z). Medium density townhouses along the western side of Brickworks Drive, followed by commercial /

industrial facilities (predominantly warehousing). A service station was located further west along Dawson Street (approximately 200 m west of the site).

East

Mixed Use Zone (IN3Z) and associated schedule, followed by Industrial 1 Zone (IN1Z). Medium to high-density residential properties and a café are present immediately east across the

remainder of the former brickworks site. A mixture of commercial / industrial and low to high-residential land uses exist further east of Pottery Court.

The planning and property reports are provided in Appendix A.

2.2 Topography Details of the topography at the site are provided in Table 2 below. Table 2 Site Topography

Site Topography

Approximate Site Elevation (m AHD)

The site has an approximate elevation of 46 m AHD, with a downward southerly slope across the site, with a generally south westerly slope across the broader region towards Moonee Ponds Creek.

Indicative Plan of Topography

Figure 2.2 Regional Topography

(Source: Mapshare VIC).

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2.3 Geology Details of the regional geology are provided in Table 3 below. Table 3 Regional Geology

Regional Geology

Geological Formation and Description

According to the Geological Survey of Victoria 1:63,360 series Melbourne Map sheet, the underlying geology in the vicinity of the site comprises the following:

Tertiary Pliocene Red Bluff Sands (Tpr): comprising sand, red-brown, yellow and white, well bedded to cross-bedded; silty sand, minor gravel and occasional clay balls, covers the site footprint and immediate

surrounds. This formation is likely to be underlain by Silurian Dargile (Melbourne) Formation (Sud) described below.

Silurian Dargile (Melbourne) Formation (Sud): comprising sandstone, siltstone, minor shaley siltstone; thinly and regularly bedded altered to horntels in vicinity of South Yarra intrusion, outcrops to the north,

west, southwest and southeast of the site.

Quaternary Newer Volcanics (Qvn): comprising olivine basalt, olivine labradorite basalt, dark to light grey, coarsely vesicular, minor interbedded silty sand and baked soils, outcrops to the northeast and east.

Tertiary Older Volcanics (Tvo) comprising olivine basalt, titanaugite basalt, dense, blur-black, outcrops

to the southwest and south of the site. A review of the Australian Soil Resource Information System (ASRIS) indicated a low probability with low

confidence for the presence of acid sulfate soils at the site or surrounds.

Indicative Plan of Regional Geology

Figure 2.3: Regional Geology

(Source: Geological Survey of Victoria 1:63,360, Melbourne).

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2.4 Hydrogeology Details of the desktop hydrogeology review of the site are provided in Table 4 below. Table 4 Site Hydrogeology

Site Hydrogeology

Potential Underlying Aquifer System/s

UTAF Upper Tertiary Aquifer (Fluvial), comprising sand, gravel and clay (0-6 m bgl).

LTA Lower Tertiary Aquifer, comprising sand, gravel, clay and silt, minor coal (6-7 m bgl).

BSE Mesozoic and Palaeozoic Bedrock (basement) sedimentary (fractured rock): sandstone, siltstone, mudstone, shale or igneous (fractured rock): volcanics, granites, granodiorites.

Inferred depth to water table: <5 m bgl.

Previous investigations reported depth to water between 9.5 to 11 m btoc, further discussed in Section 0.

Inferred Salinity

Inferred Salinity: 1,001 – 3,500 mg/L TDS.

Previous investigations reported TDS between 2,700 - 12,000 mg/L.

Based on the measured salinity at the site and its surrounds, the groundwater would conservatively classify as Segment B (1,201 - 3,100 mg/L) based on the lowest salinity

observed on-site, however, this is to be confirmed by further groundwater investigations.

Nearest Surface Water Body

Moonee Ponds Creek located approximately 1.2 km west of the site (at its closest point).

Inferred Direction of Groundwater Flow

Natural groundwater flow direction was inferred to be west to south westerly based on topography towards the Moonee Ponds Creek.

Notes: Source: Department of Environment, Land, Water and Planning (DELWP) Groundwater Resource Report (6 March 2020).

Depths to groundwater are reported in metres below ground level (m bgl).

A copy of the hydrogeology information is provided in Appendix C.

2.5 Groundwater Use Compass Environmental conducted a search of the Department of Environment, Land, Water and Planning (DELWP) Water Measurement Information System database (WMIS) on 6 March 2020 to identify registered bores within a 2 km radius of the site. A total of 490 bores were identified within the search area, comprising 466 active bores, 5 decommissioned bores, and 19 ‘not used’ bores. Reported active bore uses included:

Groundwater investigation and Observation: 102.

Domestic & Stock: 6.

Domestic & stock and Groundwater Investigation: 1

SEC bores: 165.

Non-Groundwater: 191

Not Known: 1.

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The nearest extractive bore was located approximately 490 m southeast of the site, inferred as cross-hydraulic gradient, used for domestic and stock purposes. A summary of used bores registered for extractive uses (i.e. stock, domestic) is provided in Table 5 below and Figure 15 attached. Conservatively not known bores have been included, as they may potentially be used for extractive purposes. A copy of the information provided by the WMIS database search is included in Appendix D. Table 5 Registered Extractive Groundwater Bores Within 2 km Radius

Bore ID Distance &

Direction from Site (m)

Bore Depth (m)

Installation Date

Screen Placement

(m) Lithology Use

68324 1,396 NW 3.9 6/02/1983 3 - 3.5 Basalt Domestic

WRK057763 955 WSW 45 06/07/2010 24-42 Sandstone Domestic and

Stock

WRK091080 1,285 SE 52 18/02/2016 39 - 45 - Domestic and

Stock

WRK963742 490 SE 18 10/10/2003 12 - 18 -

Domestic and Stock,

Groundwater Investigation

WRK972758 1,653 E 12 21/02/2006 9 -12 - Domestic and

Stock

WRK972759 1,660 E 12 20/02/2006 9 - 12 - Domestic and

Stock

WRK972760 1,670 E 11.5 17/02/2006 8.5 - 11.5 - Domestic and

Stock

WRK981460 1,685 E 25 12/10/2007 - - Unknown

Notes: - Information not available.

2.6 Proposed Development The proposed development includes demolition of dilapidated Buildings 5 and 6, and redevelopment of a seven storey building in the central and southern area of the site. The building will comprise a dedicated heritage interpretation centre, commercial spaces and high density residential. A two level basement will be constructed for car parking and bicycle storage, comprising an area of 1,480 m2 located in the central and southern area of the site, including the entire footprint of Building 6 and former Building 6A and the majority of Building 5 excluding the very northern portion. The basement will extend to an approximate depth of 6.0 m bgl (approximate RL of 38 m AHD). Landscaped areas will be developed at ground level in the north, northeast and southwest of the site. The chimney in the far north of the site and the edge runner mill in the central east of the site will be retained as part of the proposed development. Available plans for the proposed development is provided in Appendix E.

2.7 Site Layout The site is bordered by Brickworks Drive and medium density residential units (covered by a separate Environmental Audit CARMS No. 40625-1) to the west, Dawson Street to the south, a high density residential building with a basement car park to the north of the western part of the site (covered by a separate Environmental

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Audit CARMS No 51415-3), Brickworks drive to the north of the eastern part of the site, and a medium density residential development comprising Kiln 2 and 3 (covered by a separate Environmental Audit CARMS No. 51415-4) to the east of the site. Refer to Figure 2. The site includes two dilapidated buildings comprising the former brick pressing shed (Building 5) across the central footprint of the site, extending from Dawson Street to the northern residential development at 99 Brickworks Drive, and a former steam engine house (Building 6) in the southwest of the site. The north eastern corner of the site largely comprises a sealed access roadway and a chimney previously part of Kiln 1 that used to overlay this area, which remains on the northern site boundary along Brickworks Drive. The land surrounding Buildings 5 and 6 is generally bare earth, with a small brick press structure present in the northwest of the site, and the ground covered with building rubble to the northeast and east of Building 5. The southeast portion of the site to the east of Building 5 is covered in a brick surface used as a walkway. An edge runner mill is also located in the car parking area in the east central area of the site. Building 5 comprises 2 storeys with concrete floors and includes a number of brick presses and associated pits and sumps. Building 6 is one story with a concrete floor and extensive subsurface brick pits and foundations. Within Building 6 a substation remains in the far southwest corner. Both buildings are in relatively poor structural condition and are currently vacant. Site features are detailed in Figure 2, with photographs provided in Appendix F. A grinding shed (Building 6A) was previously located immediately north of Building 6 and west of Building 5. The shed was demolished in 2000, with an earth pit that was historically filled with cooling wastes, including oils and diesels, as well as unknown wastes, believed to have been present below this area extending off-site to the west (Connolly Environmental 2005).

2.8 Site Inspection Compass Environmental completed a detailed site inspection with the Environmental Auditor on 11 September 2019. No access was available to Building 5 and 6 due to the dilapidated nature of both buildings. Photographs are provided in Appendix F. While both Buildings 5 and 6 were intact both were in a very poor and generally unsafe condition. Temporary fencing was placed in certain area to avoid any access. A large stockpile of rubble from the building was located to the east and northeast of Building 5. A small laneway was located between Building 5 and the high density residential development further north. A chimney was located along the northern site boundary and a small edge runner mill in the east of the area. The open space area in the northwest of the site where Building 6A was previously located comprised overgrown vegetation, with a small brick press present. The remaining open areas in the southwest and east comprised brick paving and car parking. The Environmental Auditor advised that Buildings 5 and 6 would require to be removed for appropriate environmental investigation and remediation to be completed for him to support a clean-up to the extent practicable (CUTEP) submission and completion of the Section 53X Environmental Audit. During the inspection the client advised that part of the roof of Building 5 was damaged by fire in 2018, with the fire extinguished by the local Metropolitan Fire Brigade. The client also advised that light non-aqueous phase liquid (LNAPL) impacted perched water ingress from the subject site to the adjacent basement of the high density residential development, directly northwest of the site, continues to occur intermittently.

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3 Previous Investigations

A number of previous investigations were completed at the site, including:

Golder Associates 1995a. Site History Review, Nubrik Clay Products Pty Ltd, Brunswick Brickworks Site, 72-106 Dawson Street, Brunswick. Prepared for Urban Land Authority, issued October 1995.

Golder Associates 1995b. Preliminary Site Contamination Assessment, Nubirk Clay Products Pty Ltd,

Brunswick Brickworks Site, 72-106 Dawson Street, Brunswick. Prepared for Urban Land Authority, issued October 1995.

Golder Associates 1995c. Additional Contamination Assessment Brunswick Brickworks Site, 72-106 Dawson

Street, Brunswick. Prepared for Urban Land Authority, issued October 1995.

Connolly Environmental 2003. Draft Report to Hoffman Brickworks Pty Ltd, Excavation, Validation and Further Soil and Groundwater Assessment, Lot O, Stage 2 Area, Former Hoffman Brickworks, Dawson Street, Brunswick VIC. January 2005.

Connolly Environmental 2005. Report to Hoffman Brickworks Pty Ltd, Remediation and Validation January

1995 to October 2003, Lots L, N, O, P, Q and R, Former Hoffman Brickworks, Dawson Street, Brunswick VIC. December 2003.

Compass Environmental 2012. Draft Environmental Site Assessment and Remediation Stage 1 Audit Area,

72-106 Dawson Street Brunswick Victoria. (Please note due to the size of this report, it has not been included in the appendices).

Senversa 2015. Soil Vapour Investigation and Human Health Risk Assessment, Building 5 and 6, Former

Hoffman Brickworks, 72-76 Dawson Street, Brunswick. Issued 12 February 2015, prepared for Minter Ellison.

Compass Environmental 2015. DRAFT Review of Environmental Condition, Buildings 5, 6 and 6A, 72-106 Dawson Street, Brunswick Victoria. Issued on 15 July 2015, prepared for Minter Ellison.

Copies of the reports and bore logs have previously been provided to the Auditor and EPA. The previous sampling locations and historic site layout detailed in Figures 3 and 4. A brief overview of each investigation is provided in the following sections.

3.1 Golder Associates (1995a, 1995b, 1995c) Golder Associates (Golder) prepared three separate reports on the whole former Brickworks property, which included the site. The key site history and investigation findings pertaining to the site and surrounding area are summarised below.

3.1.1 Site History (Golder Associates 1995a) The Dawson Street brickworks site was purchased by Hoffman Patent Steam Brick Company Ltd in 1884, and was the second brickworks owned by the company, with the original brickworks site located to the north in adjoining Albert Street established in 1870. The original setup on-site included an incline haulage to transport clay from the adjacent clay hole, grinding machinery, Bradley and Craven brick presses, two Hoffman kilns and Foster kiln, later replaced by a second Hoffman kiln. An engine house with several boilers was used to power the site, with the boilers believed to originally have been coal fired, and later fired with natural gas.

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The site history assessment gave a summary of the brickmaking process believed to have been used on-site at the time when operations ceased in December 1993, summarised below:

Clay was imported to the site from Cranbourne, however, historically (pre-1950s) it was sourced from the clay pit immediately north of the brickworks property (now Gilpin Park).

Clay was stockpiled before being crushed in the clay preparation area so it was suitable to be passed through the brick making machines.

Manganese dioxide was used as an additive during brickmaking (<1% w/w), with sugar occasionally used to improve the surface finish of the brick. Glazes were extensively used in the pottery process.

The prepared clay and additives were pre-mixed before being passed into the brick making machines where

the bricks were moulded.

Bricks would then be stored or passed directly to one of the three Hoffman kilns where it would be fired. After cooling the bricks were packaged for distribution.

A number of underground storage tanks (USTs) and chemical stores were identified across the property comprising residual petrol, super petrol, diesel and oil. Additionally, drums containing product (inferred oils or fuels) were stored in the equipment servicing area, the brick tumbling plant, and at the rear of the brickmaking building (inferred to be Building 5 on-site) directly on soil. Oil staining was noted on the ground around each of these locations, as well as on the soil at the bases of the brick making machines on-site, around the pump house between two kilns (inferred off-site), and around the edges of concrete and soil at two substations (potentially on-site). An incline conveyor was noted to have extended from the clay hole to the north of the site to an outdoor clay handling area at the rear of the brick making building (Building 5). Filling of the clay pit was noted to have been substantially completed by 1970. A Moreland City Council representative interviewed advised that he believed the clay pit in Gilpin Park was filled with putrescible waste by Melbourne City Council, with filling ceased in the late 1970s. While the clay pit was not believed to have extended on-site, the previous site owner indicated that a small area in the northwest may have been filled after clay extraction ceased in the vicinity of the former incline conveyor (Lot O directly northwest of the site, and likely a small area in the northwest of the site). Golder noted that the aerial photographs of this area in the early 1960s indicated that this area had been filled prior to the filling of the main pit with putrescible waste. Golder noted that EPA Victoria attended the property in 1993 following a community complaint and found 40 to 50 drums along the northern boundary, several of which were leaking oil, however EPA Victoria records did not provide any specific locations or remedial actions, hence it is unclear if this was on-site or not. The previous site owner advised that he believed only one drum had been leaking and remedial works were completed to remove the impacted soil. Golder identified a number of areas of concern where potential contamination may have occurred on-site, including:

Hydrocarbon contamination arising from oil leaks on the brickmaking machines.

Hydrocarbon contamination from potential leaks/spills around a UST in the southeast corner of the site.

Manganese contamination in the floors of the kilns.

Hydrocarbon contamination where drums were stored or spillages occurred.

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Hydrocarbon and polychlorinated biphenyl (PCB) contamination from transformers located in the southwest corner of the site.

The backfilled pit in the northwest corner of the site.

3.1.2 Preliminary Environmental Assessment Works (Golder Associates 1995b) Two soil samples (AH1 and AH2, refer to Figure 4) were collected from within the brickmaking building (Building 5) on-site, one from adjacent a kiln (AH1) and one sample from an area of potential oil leakage (AH2). A sample location plan provided with Golder (1995c) confirmed that the two samples within the brickmaking building were on-site. A hand auger was used to advance the bores to between 0.05 and 0.5 m bgl, with PID readings between 4.6 and 13.7 ppm identified. While it was noted that the two bores within the brick making area were taken from the fill in the unsealed ground around machinery mount concrete slabs, both bores met refusal on a layer of brick (at 0.05 and 0.5 m bgl), indicating the potential presence of underlying paving/slabs. The samples were analysed for metals, TPH and PAH, with the analytical data reporting significant petroleum hydrocarbon contamination in the shallow fill material, with TPH C10-C36 in the range of 6,900 and 32,000 mg/kg. All concentrations of TPH C6-C9 and PAH were below laboratory detection limits. Slightly elevated copper up to 240 mg/kg, total chromium up to 120 mg/kg and manganese up to 540 mg/kg were also reported.

3.1.3 Further Environmental Assessment Works (Golder Associates 1995c) The further environmental assessment completed by Golder (1995c) aimed to supplement existing information by assessing the extent of fill on-site and gaining an understanding of any widespread contamination within the fill horizon. Additionally, the report aimed to develop a workplan for environmental characterisation of the site and remainder of the Hoffman Brickworks site to support an Environmental Audit. The report provided a site layout and sampling location plan, which showed a disused switch room in the southwest of the site (where the substation is noted on current plans), and a UST in the southeast of the site (since removed) with two additional USTs to the east off-site between Kilns 2 and 3 (since removed). Refer to Figure 3 for UST locations. The works completed and reported as part of this assessment included installation of 11 test pits across the former Hoffman brickworks site, with only one of these located within the current site boundary in the south of the site (TP9), refer to Figure 4. The only on-site location TP9 encountered refusal in fill material at 0.1 m on concrete. Analysis of the fill material at TP9 between 0.0 and 0.1 m was completed for TPH and PCBs, with elevated concentrations reported for TPH C10-C14 of 1,200 mg/kg, TPH C15-C28 of 26,000 mg/kg and TPH C29-C36 of 14,000 mg/kg, and non detect for PCB and TPH C6-C9.

3.2 Connolly Environmental (2003) Connolly Environmental (Connolly) completed environmental assessment and validation works across the entire southern portion of the former Hoffman Brickworks site to support the Environmental Audit of each of the parcels to allow redevelopment of the site. The scope of work completed by Connolly across the entire former brickworks site included (sampling locations on-site are detailed in Figure 4):

Removal of five USTs and excavation and validation of associated contaminated soils, including one UST in the southeast of the site (Pit 3).

A site history review, including review of data obtained by Golder for the site.

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Soil sampling at 79 locations, comprising a mixture of target and grid based locations, extended to depths between 0.2 and 8 m bgl. 10 locations were completed across the northwest of the site.

Installation and sampling of five groundwater wells across the property, including GW3 on-site targeting the

UST in the southeast of the site. The area of investigation included 16,400 m2 that formed the southern part of the former Hoffman Brickworks (Stage 2 area). The Stage 1 area of the former brickworks to the north and west of the assessment area had already been assessed, Audited (CARMS 40625-1 and 51415-3) and redeveloped at the time of reporting. It is noted the subject site fell within Lot R of the report. The site history review presented by Connolly (2003) was generally consistent with that provided by Golder (1995a). A major fire was noted to have occurred in 1957, and the clay pit to the northwest off-site (Gilpin Park) sold for use as a landfill in 1958. A photograph from 1960 of the clay pit was in Gilpin Park conservatively estimated to show an excavation depth of greater than 40 m within the pit. The landfill was converted to parkland in 1986 and renamed Gilpin Park. The brickworks was noted to have ceased production in 1993, with the site sold for redevelopment in 1996. Several brickworks buildings were demolished prior to the assessment, including the brick packing shed (inferred as partially on-site), southern garage (off-site to the east), and kiln 1 (on-site in the northern portion and off-site further north) with only the chimney remaining (on-site), refer to Figure 2. Four tanks and associated pumps and fuel lines were removed in February 2000, with waste liquid removed prior to excavation. One of these tanks was located within the southeast of subject site (tank 3, refer to Figure 3), comprising a 9,100 L diesel tank that was noted to be in a ‘fair, rusty’ condition upon removal, with field observations of fuel odours and localised staining. A fifth tank was removed from the southwest of the pottery building (east of subject site). The tank pit soils were removed and stockpiled above concrete or plastic, and were eventually reinstated into the excavations in February 2001. The fill depth across the northwest of the site (bores 60, 63, 70, 71, 74, 75, 76, 77, 78, and 79, refer to Figure 4) was in the range of 0.8 and 6.5 m, with the deepest fill to the northwest and west of Building 5. All sampling locations on-site were completed outside the buildings with the exception of 70 and 71 which were located just within the northern area of Building 5. Visible product and fuel odour was observed at sampling locations further north within the area now covered by the high density residential development. The soil investigations relevant to the current site area identified an oil odour and residual TPH (TPH > C9 up to 4,625 mg/kg) on the southern wall of the tank excavation 3, located in the southeast of the site, with no further excavation to the south possible due to the proximity to Dawson Street. Additionally, stained and petroleum hydrocarbon impacted surface soil was found within and adjacent to the brick manufacturing building (Building 5), and deep fill in the northwest of the property (including adjacent the site’s north western boundary) impacted with TPH >C9 above the NSW EPA threshold for sensitive land uses. No petroleum hydrocarbon impacts above the NSW EPA threshold for sensitive land use were identified in the underlying natural soil. Additionally, elevated PAHs above HIL criteria were noted throughout the fill across the site (particularly in the northwest deep fill), with selected metals above the adopted EILs. Remediation works of the on-site diesel UST in the southeast of the site were also completed, with validation sampling from Pit 3 (refer to Figure 3) completed with samples 63 to 66 collected from the walls of the pit at the depth of 1.5 m. Sample 67 was collected from the base of the pit at 3.5 m depth. All PID readings were <5 ppm. Oil odour was noted in the south wall of pit 3. The laboratory analysis results reported elevated concentrations of TRH C10-C28 of 4,600 mg/kg at sample location 63 (at 1.5 m depth) on the southern wall of the pit. The other validation samples reported TRH C10-C28 concentrations up to 470 mg/kg. No MAH was detected. One sample analysed for lead reported a concentration of 12 mg/kg.

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Localised perched water was identified in the deep fill to the northwest site at well GW6 (off-site, to north/northwest). Slight fuel odours and slightly elevated PID readings (up to 10.7 ppm) were noted during drilling in the fill at GW3 in the southeast of the site. On-site well GW3 encountered fill material to 1.1 m, with underlying natural soils comprising light brown grey sandy clay underlain by light grey silty clay and light orange grey sandy clay to 14.0 m depth, where the well was installed. The well was screened 8 – 14 m depth. Two rounds of groundwater sampling were completed of GW3 in June and October 2003 using low flow micropurge. The analytical schedule included metals (As, Cd, Cr, Cu, Hg, Ni, Pb, and Zn) TPH, MAH, CHCs, solvents, phenols and TDS. Standing water levels at GW3 were in the range of 10.235 and 10.35 mbtoc. All metal concentrations were below adopted criteria, with concentrations of TPH, MAH, solvents, and phenols below laboratory detection limits. TDS was 11,000 mg/L.

3.3 Connolly Environmental (2005) Connolly completed further soil and groundwater assessment works at Lot O directly to the north and west of the site (now comprising the high density residential development) to support the Environmental Audit being completed (CARMS 51415-3). The works included:

Preliminary soil and groundwater investigation works (reported in Connolly (2003) as part of investigation of the larger Stage 2 area).

Excavation of the basement car park and accessible contaminated soils, and off-site disposal of all soils.

Further soil investigation.

Further groundwater investigation.

Investigation of off-site sources of phase separated hydrocarbons (PSH) and PSH remedial works. The

investigation of off-site sources included works at the subject site. As part of site history investigations, Connolly interviewed a former employee of the Hoffman Brickworks, who indicated that by the 1960s a large earth pit occupied the majority of Lot O, with clay crushing machines located in the former brick manufacturing building to the south of Lot O (Building 6A in the northwest corner of the site, refer to Figure 2). The clay crushing machines were reportedly water cooled with runoff sludge from the machines drained into the pit. The sludge contained lubricating oils and diesel from the machines. The pit was eventually filled with waste bricks and fill of unknown origins, which would have extended into the northwest of the subject site. The closest surface water body to the site was Moonee Ponds Creek, however, based on the Connolly interpretations of groundwater flows, reported in Connolly (2003), groundwater discharge was expected to be to Merri Creek to the east of the site. The assessment works found approximately 1,000 m3 of fill material at Lot O impacted by TPH >C9 and PAHs, with naphthalene odours identified at some locations. After reaching the basement design level of 4.2 m bgl, filling was noted to remain in the west of the site adjacent Brickworks Drive, hence, further excavations to approximately 6 m bgl was completed in this area. Due to cracking appearing in the adjacent roadways, excavations were terminated at this depth and fill material below this depth was left in-situ. Based on inspection of pile boring in the west and southwest of Lot O (directly adjacent the northwest corner of the subject site), fill was expected to continue up to 13.4 m below original ground level. The fill present below the final basement level was generally more clay

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based compared to the fill above which comprised predominantly sands and loose brick rubble. A separation barrier of 1.8 m of imported clay was placed above the remaining fill (greater than basement level of 4.2 m bgl) and a basement slab installed. Excavation works for redevelopment destroyed well GW6, hence, a new well GW7 was installed in the southwest of Lot O where deep filling to 12.1 m below original ground level (m bgl at this location) was underlain by weathered siltstone and silty clay. Wet conditions were found in the sandy clay fill between 8 and 9.2 m bgl, as well as between 12.1 and 14.1 m bgl. No PSH was identified during installation or gauging of GW7. Groundwater analysis found TPH >C9 of 1.95 mg/L and total PAH of 0.015 mg/L (arising from naphthalene) at GW7, with a significantly lower TDS value (2,400 mg/L) than observed at GW6 (installed outside of the deep fill footprint). No soil or groundwater impacts that could present a risk to the proposed high density residential use were identified at the completion of excavations at Lot O. During basement construction, black LNAPL and water with a diesel odour was observed leaking through the pile wall in the southwest of Lot O (on the boundary with the current site) at three locations. Sodium silicate grouting was injected into the basement wall to seal the leaks. LNAPL and perched water was also identified between 2 and 3 m depth along the southern basement wall (directly north of the subject site). The LNAPL was confined to pockets of loose rubble fill and sands. Lot O was not considered to be the source of the LNAPL, with impacts inferred to be arising from the pits within the brick making building (Building 5, on-site) and LNAPL within the fill material adjacent the southern Lot O boundary (i.e. on-site along the northwest subject site boundary). An inspection of the former brick making building (Building 5 on-site) in March 2004 by Connolly identified clear orange and also black product in the brick press machine sumps and patches of black oil on the water surface within underground pits associated with driving belts. Samples were collected from the two small sump pits beside two brick presses (P1 and P2), from a pit for the belts that ran the brick presses (P4), and from two of the identified leaks in the southern Lot O basement wall (P3 and P5) adjacent the northwest subject site boundary, refer to Figure 4. Results showed the following (no concentration data provided in report):

P1, P3 and P4 contained similarly high concentrations of TPH, with speciation seemingly consistent with diesel fuel.

P2 did not appear to be a hydrocarbon mixture. It did not dissolve in any solvents but was totally miscible in water. Further analysis by SGS Leeder Consulting suggested that the sample was a degraded diesel fuel.

P5 contained lower concentrations of TPH, however, a profile match for the speciation could not be found in

the available library of compounds.

3.4 Compass Environmental (2012) As part of environmental assessment works completed directly east of the site for Audit CARMS 51415-4 (Kilns 2 and 3), soil remediation works were completed at Area 8, which included a small area within the eastern site boundary, refer to Figure 4. The remediation of Area 8 commenced on 23 March 2012 when an investigation test pit encountered a total of four 80 mm diameter pipes located running 5.5 m directly north of Kiln 3 then moving in a right angle back towards the Kiln. The pipes appeared to have been previously cut and left insitu with no resistance encountered from the pipes when removed. The pipes were removed. One of the pipes was observed to be heavily oil stained and was inferred to be associated with the former USTs located further east off-site (refer to Figure 3) and the oil firing equipment previously located at Level 1 of Kiln 3. Validation samples were collected and analysed with PID readings between

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35.8 and 57.0 ppm. Elevated TRH>C9 concentrations were found on the north wall of the trench for V1/1.7 (1,741 mg/kg) and V1/1.9 (2,017 mg/kg). The area was backfilled and further investigated in June 2012. Further excavation and remediation works in Area 8 commenced on 26 June 2012 and comprised excavation of hydrocarbon impacted soils as identified at location V1 just within the site boundary. The excavation encompassed an area of approximately 6 x 2.5 m, and extended to depths ranging between 1.8 m in the northeast and 2.5 m in the southwest. The south eastern and south western walls were extended until natural clays were observed and PID readings of the walls were less than 10 ppm. The southern extent of the excavation was limited by the proximity of the staircase for Kiln 3. The north western and north eastern walls comprised fill material with hydrocarbon odours. Approximately 40 m3 of soil, fill, bricks, and gravels were excavated from this area and disposed off-site as Category C material due to elevated TRH >C9 up to 1,900 mg/kg. On 12 July 2012, test pit TP102 was excavated near the western audit boundary and northwest of the Area 8 excavation. The objective of this test pit was to delineate the extent of the impacted soils and deeper backfilled material observed on the north western wall of the Area 8 excavation. TP102 was extended to approximately 2.0 m depth and was terminated in natural clays comprising light brown silty clays. Validation samples collected at depths of 1.0 and 2.0 m (V64 and V65) did not report odours, with PID readings between 0.1 and 0.3 ppm. Validation samples V34, V36, V38, V43, V64 (from test pit TP102) and V65 (from test pit TP102) were analysed for TRH, with location V37 analysed for TRH and PAH. Elevated concentrations were reported for TRH C10-C14 of 180 mg/kg at V34, and for TRH C15-C28 at V36 (2,600 mg/kg), V42 (1,700 mg/kg) and V43 (1,700 mg/kg), with the latter two outside of the site boundary. The excavation was backfilled with commercially quarried crushed rock material. Another large exaction Pit 1 (refer to Figure 4) was completed to the east of the site targeting the USTs, associated pipe network and residual contaminated soils. The extent of the remediation works was considered satisfactory for completion of the adjacent Audit. This area was targeted by groundwater wells GW5 (on-site) and GW8 (off-site to the east). On-site well GW5 reported non detect groundwater concentrations for TRH, trace detections of MAH (toluene of 0.01 mg/L, ethylbenzene of 0.003 mg/L and total xylene of 0.01 mg/L), and non detect for chlorinated hydrocarbons, phenols (halogenated and non halogenated) and PAH. Off-site well GW8 reported minor detections of TRH (F2 up to 0.09 mg/L and F3 up to 0.2 mg/L) and trace detections of chlorobenzene up to 0.002 mg/L and chloroform up to 0.001 mg/L, with all other concentrations of chlorinated hydrocarbons, phenols (halogenated and non halogenated) and PAH non detect. A high density of test pits was completed in the southeast of the site targeting the former diesel UST (refer to Figure 4). The majority of test pits analysed only reported minor detections of TRH, with test pit TP37 reporting an elevated concentration of TRH C15-C28 of 4,500 mg/kg at 0.45 m depth and TP45 adjacent the southern site boundary reporting elevated TRH C15-C28 of 1,700 mg/kg at 0.4 m depth. This area was targeted by groundwater well GW3 which reported a trace detection of toluene of 0.002 mg/L and non detect for other MAH, TRH, chlorinated hydrocarbons, PAH and phenols (halogenated and non halogenated). No soil or groundwater delineation was completed to the south of the former UST on Dawson Street. Another area of hydrocarbon impacted soil was located between the site and Kiln 3 to the east, and remediated as part of Area 9, refer to Figure 4. Post validation soil sampling reported all TRH below adopted criteria for the remediation area. This area was targeted with well GW9, which reported trace detections of toluene of 0.008 mg/L, ethylbenzene of 0.002 mg/L, total xylene of 0.008 mg/L, and naphthalene up to 0.00056 mg/L, and non detect for TRH, chlorinated hydrocarbons and phenols (halogenated and non halogenated).

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3.5 Compass Environmental (2015) Compass Environmental prepared a report summarising the environmental condition of the building areas across the west of the site, based on the soil and groundwater assessments completed at the time of reporting. The objective of this assessment was to determine what remedial works would be necessary to facilitate the proposed development, and whether such works and associated investigations required for the Environmental Audit, could be completed without removing soil from below the existing buildings. It is noted that at the time this report was prepared, the north eastern section of the current Audit boundary was not included in the site area, hence, no discussion is provided about this portion of the site. The assessment area was historically used as brick pressing shed (Building 5), steam engine house (Building 6) and a grinding shed (Building 6A). These structures were built between 1884 and 1909, with Buildings 5 and 6 remaining in dilapidated conditions, and Building 6A demolished post 2000. The brickworks operated until the late 1990s. Investigations completed at the site identified a layer of heterogeneous fill extending to depths ranging generally between 1.0 and >2.0 m beneath Buildings 5 and 6, with deeper filling up to 6.5 m identified beneath the former Building 6A. Based on information reported for the adjacent Lot O by Connolly Environmental (2005), the depth of the filling was expected to increase towards the north of the Building 6A area (up to 13.4 m of fill was identified in Lot O directly north). The deeper filling was attributed to an earth pit which included the neighbouring Lot O to the northwest and on-site Building 6A, where the clay crushing machines were located. Compass Environmental completed further soil and groundwater investigations across the site in 2010 and 2014, and detailed below. The sample locations are shown in Figure 4, with tabulated soil results against current criteria provided in Appendix G, and tabulated groundwater results against current criteria provided in Appendix H. Soil Assessment Compass Environmental installed 23 bores and one test pit within Buildings 5, 6 and former Building 6A in March and May 2010, with a number of locations meeting shallow refusal, indicative of potential subsurface structures and/or the presence of large quantities of bricks below the existing concrete slab. The locations are detailed in Figure 4. The fill was described as typically comprising silty and sandy clays, and clayey sands with crushed rock, brick, concrete fragments and charcoal, with a layer of sandy gravel with slag and crushed brick. The underlying natural soils comprise brown/grey/orange sandy clays changing to silty clays at depth, with minor fine gravels observed in the upper part of the sandy clay profile. The clays were generally found to extend to at least 15 m depth, with the exception of an off-site bore to the south along Dawson Street (GW14), where highly weathered basalt was reported at 13.5 m depth. It was unclear whether the intercepted clays beneath the site belonged entirely to the Brighton Group Formation or whether they partially represent the Silurian Dargile Formation. No typical Brighton Group sediments comprising sands and gravels were identified at the site, with the entire soil profile dominated by clays. The high clay content of the sediments is consistent with the area being previously used for clay extraction. The assessment showed widespread contamination by petroleum and polyaromatic hydrocarbons within the fill and the underlying natural soils. These impacts were likely as a result of brick manufacturing operations, including oil leaks from brick presses and associated sumps and disposal of contaminated waste waters with oils and diesel into a former unlined pit beneath Building 6A. A summary of TRH soil analysis data for Building 5, 6 and 6A is presented in Figure 5. TRH >C9 concentrations of up to 135,700 mg/kg and total PAH concentrations up to 1,600 mg/kg (naphthalene up to 900 mg/kg) were identified in the fill. Petroleum hydrocarbon impacts were found to extend to a depth of at least 5 m into the natural soils in some areas.

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During drilling contaminated perched water and free oil (NAPL) was observed at six locations (B22, B23, B57, B58, B59 and B60) within Building 5, with its presence further confirmed by standpipes installed at two of these locations (B58 and B60). The laboratory analysis data indicated a more widespread presence of NAPL (potentially in a residual form) also within Building 6, based on concentrations of petroleum hydrocarbons that exceeded hydrocarbon saturation limits. The presence of NAPL beneath Building 5 and 6 was consistent with the observed evidence of NAPL seepage from building foundations along Dawson Street footpath (observed by Compass Environmental during assessment works in 2010). Further, evidence of NAPL was also observed during drilling of off-site bore B46 (GW14), immediately south of Building 5 and 6 along Dawson Street, with NAPL observed at the base of the bore between 13.5 and 14.65 m bgl. Within the former Building 6A area, now demolished, where deeper filling was present, NAPL was observed during drilling at four locations (B33, B34, B35 and GW11), with wells GW12 and GW11 confirming the presence of NAPL in the fill and deeper within the underlying aquifer, respectively. The identified NAPL and soil contamination showed evidence of significant downward contaminant movement into the underlying natural soils, with the presence of DNAPL confirmed in two regional wells (GW11 and GW14). The NAPL was considered to represent an ongoing source of groundwater impacts. In addition to the petroleum hydrocarbon and polyaromatic hydrocarbon impacts, the fill was found to be impacted by various metals, at concentrations exceeding NEPM 1999 ecological and human health investigation levels for high-density residential land use. The available soil data are provided in Appendix G. Groundwater Assessment Compass Environmental noted that there was no access for a drill rig capable of installing groundwater wells within the existing Buildings 5 and 6 due to health and safety concerns from the poor building stability. As such, no groundwater data was available for these areas. Within the former Building 6A footprint, two wells were installed In February 2010, one targeting the fill and perched water (well GW12) and the other targeting the underlying regional aquifer (GW11). Further wells targeting the regional aquifer were installed in May 2010 immediately adjacent to the site, including wells GW13 and GW15 within Brickworks Drive to the west, and well GW14 to the south in Dawson Street, refer to Figure 4. Groundwater beneath the site was encountered within the silty and sandy clays, with stabilised standing water levels between 9.5 and 11 m btoc. Groundwater mounding was apparent in the northeast of Building 5 (around GW5), which was attributed to potential increased recharge through the former tank pit to the east of the well off-site. Perched water was encountered throughout the fill beneath Building 5 and former Building 6A. Significant perched water was encountered to the west of Building 5 in the deep fill area below former Building 6A, stabilising at approximately 2.3 m depth. No perched water was encountered during installation of off-site wells GW13, GW14 and GW15 located within Dawson Street and Brickworks Drive. Standing water levels within the regional aquifer were in the order of 9.5 and 11 m below top of casing. Four rounds of groundwater sampling were completed including in March 2010 (GW11 only), April 2010 (GW12 only), May 2010 (GW11, GW13, GW14 and GW15) and in March 2014 (GW13, and GW14). The perched water well GW12 in the northwest of the site below former Building 6A had a measured NAPL thickness of 0.02 m in 2010. NAPL was also observed during gauging and sampling of the adjacent regional aquifer well GW11 in 2010 (with both the interface probe and bailer covered by thick product), however, the thickness of product at GW11 could not be measured.

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Laboratory analysis of regional groundwater beneath the LNAPL at GW11 in the northwest of the site from the May 2010 sampling event reported TRH C10-C14 of 12 mg/L, TRHC15-C28 of 37 mg/L and TRHC29-C36 of 6.1 mg/L. Detectable MAH compounds at this well included ethylbenzene of 0.001 mg/L, xylenes of 0.003 mg/L and 1,2,4-trimethylbenzene of 0.003 mg/L. Associated with the elevated petroleum hydrocarbon concentrations at this location were elevated concentrations of PAH was a low detectable phenol concentration of 0.001 mg/L. No NAPL was observed during gauging or sampling of the off-site down-gradient regional wells GW13, GW14 and GW15, however NAPL (most likely present as DNAPL) was observed at the base of well GW14 during its installation. Wells GW13 and GW15 showed no hydrocarbon odours and no detectable concentrations of petroleum hydrocarbons or PAH. At well GW14 a hydrocarbon odour was noted during sampling and detectable concentrations of PAHs were reported. The absence of higher hydrocarbon concentrations at well GW14 was attributed to the well silting up at the base where the NAPL was observed during drilling. Given the expected more permeable nature of fractured basalt aquifer intercepted off-site to the south, a more extensive dissolved plume could be present within the underlying Older Volcanics basalt formation. The groundwater also showed elevated concentrations of some metals (arsenic, boron, chromium, copper, iron, lead, manganese, nickel, mercury, selenium and zinc) generally above the adopted water quality criteria for the protection of aquatic ecosystems. Iron and manganese at some locations exceeded the adopted water quality criteria for the protection of primary contact recreation. The investigations confirmed substantial soil and groundwater impacts across the majority of the site, with significant remediation works required for the site to be suitable for any land use.

3.6 Senversa (2015) Senversa completed a human health risk assessment (HHRA) for the former brick press buildings (Buildings 5 and 6) to assess the risks to human health under the existing vacant land use state and under the proposed development. If unacceptable risks were identified, the assessment aimed to outline the remedial works that would be required. As part of this assessment, three soil vapour probes were installed to assess the vapour impacts associated with the widespread petroleum hydrocarbon impacts, including NAPL in soil and groundwater at the site, identified previously by Compass Environmental. A summary of the key findings from the Senversa assessment are as follows:

Contaminants of potential concern (CoPC) for the site were determined to be naphthalene and total recoverable hydrocarbons.

Receptors under the current site use scenario were considered to be occasional visitors and intrusive

maintenance workers.

Receptors under the proposed development included full time commercial workers within Building 5, residents (adult and children) within Building 6 and 6A, and occasional intrusive maintenance workers.

The assessment assumed no increase or decrease in source concentrations with time, and considered both

average and maximum exposure concentrations.

Two vapour probes (SVB01 and SVB02) were installed adjacent to one another and screened across two depths (1.75 - 1.95 and 0.5-0.7 m bgl, respectively), to the east of Building 5, as close as possible to soil locations B52 and B23. An additional nested bore (SV03) was installed immediately west of Building 5 within the area of elevated TRH in soil and identified NAPL, screened between 0.6-0.8 m and 1.3-1.5 m bgl. It was

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noted that original target depth of the deeper bores was 3 mbgl, however, bores were screened at shallower depths due to saturated conditions encountered during drilling. The locations are shown in Figure 4.

Three primary soil samples were collected during installation of the probes and analysed for TRH and BTEXN,

with concentrations found to be lower than previous investigations by Compass Environmental, particularly at SVB01 and SVB02 (TRH C6-C9 <10 mg/kg, TRH > C10 up to 230 mg/kg, and naphthalene of <1 mg/kg). As such, it was concluded that the soil vapour bores were unlikely to have targeted the areas of highest contamination, with greater impacts below Building 5, where access for installation of probes was not possible.

SVB01 could not be sampled as this probe became impacted by water ingress after installation.

PID readings prior to sampling ranged between 4.9 to 60.7 ppm, with the highest levels reported in the deep

probe at SVB03 and shallow probe at SVB02. Methane was generally not detected, with the exception of SVB02 prior to sampling where a stabilised methane concentration of 1.4% v/v was recorded, with this concentration noted to have dropped to 0.4% v/v at the completion of sampling. Senversa noted that the presence of hydrocarbons can cause elevated methane readings using a Gas Analyser (GA5000), and the interference is non-linear and difficult to predict, hence, the methane detection with a GA5000 does not necessarily indicate the presence of methane in the subsurface.

Soil vapour analytical data showed detectable concentrations of TRH fractions (predominantly aliphatic

species), BTEX and other hydrocarbons, however, the concentrations were all at least one order of magnitude below the adopted assessment criteria.

Human health risks under the existing vacant land use scenario were estimated to be low and acceptable,

however, risks for an assumed ‘reasonable maximum exposure’ scenario were close to the acceptability criteria, indicating that visitors accessing the site for extended periods of time (i.e. greater than 8 hours per week) and/or activities involve close contact with soils, unacceptable health risks may occur.

Under the future redevelopment scenario, human health risks were estimated to be potentially unacceptable

for commercial and residential occupants to Buildings 5, 6 and 6A.

3.7 Compass Environmental (2016) Compass Environmental completed further groundwater investigation works at the site in 2016. The investigation was not presented in a formal report, with tabulated groundwater results presented in Appendix H, and well location and groundwater results presented in Figures 11 to 14. The further groundwater investigation comprised the installation of seven additional groundwater monitoring wells (GW17-GW23) targeting different depth intervals, with the wells installed in September and November 2016. In September 2016 three additional wells were installed along Brickworks Drive to the west of the site including GW17 (installed to 15.5 m depth, and replacing destroyed well GW15 which was covered by a new road surface), GW18 (drilled to 20.0 m depth, and then backfilled and installed to 18.3 m), GW19 (drilled to 18.2 m depth, and then backfilled and installed to 17.9 m), two additional wells were installed on the northern side of Dawson Street to the south of the site including GW20 (installed to 17.7 m depth) and GW22 (drilled to 15.2 m depth but due to weathered basalt identified from 14.5 m depth, backfilled to 14.5 m), and well GW21 (installed to 16.0 m depth) was installed to the north of Building 5 close to the north western site boundary. One round of groundwater sampling was initially completed on the new wells (GW17-GW21) and three existing wells (GW11, GW13 and GW14) in October 2016, which identified elevated petroleum hydrocarbons (above solubility levels) at GW14 on the northern side of Dawson Street to the south of the site. Based on the southwesterly flow direction (refer to Figure 11) one additional well (GW23) was installed down hydraulic gradient from GW14

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on the southern side of Dawson Street (refer to Figure 12), with a further round of groundwater sampling of nine wells (GW13, GW14 and GW17-GW23) completed in November 2016. Perched water well GW12 could not be located. The flow directions were consistently to the southwest (refer to Figures 11 and 12), with on-site well GW11 impacted by perched water ingress, and standing water levels were up to 6 m higher compared to the other regional aquifer wells, indicating this well had been damaged. The off-site wells reported a shallow band of fill material up to 0.5 m, underlain by bands of sandy clay, sand, with silty clay at depth. Weathered basalt was encountered at GW20 and GW22 to the south of the site from 13.5 m and 14.5 m respectively. Well GW23 on the south side of Dawson Street encountered weathered basalt from 11.2 m depth, consistent with well GW14 also to the south of the site. On-site well GW21 in the northwest of the site to the north of Building 5 encountered fill material to 4.8 m with black staining, odour and perched water observed, underlain by sandy clay and silty clay at depth. The groundwater sampling events in 2016 identified exceedences in adopted criteria for TDS up to 9,500 mg/L, sulphate up to 730 mg/L, chloride up to 5,500 mg/L, sodium up to 3,000 mg/L, total nitrogen of 1.7 mg/L at GW14 only, aluminium of 0.15 mg/L at GW18 only, arsenic of 0.072 mg/L at GW21 only, boron up to 1.1 mg/L, cobalt up to 0.088 mg/L, copper up to 0.07 mg/L, iron up to 0.45 mg/L at GW14 only, manganese up to 0.79 mg/L, molybdenum up to 0.014 mg/L, nickel up to 0.13 mg/L, selenium of 0.027 mg/L at GW22 only, tin of 0.006 mg/L at GW14 only, vanadium up to 0.018 mg/L, and zinc up to 0.14 mg/L. Elevated petroleum hydrocarbons were reported at on-site well GW11 (impacted by perched water ingress) for TRH C10-C16 less naphthalene (F2) of 20 mg/L, TRH C16-C34 (F3) of 36 mg/L and TRH C34-C40 (F4) of 1.3 mg/L, and off-site well GW14 for TRH F2 up to 26 mg/L, TRH F3 up to 34 mg/L and TRH F4 up to 0.8 mg/L, with the highest concentrations reported close to the base of the well (installed to 14.5 m) in weathered basalt, refer to Figure 13. No petroleum hydrocarbons were reported in downgradient well GW23 on the southern side of Dawson Street or at GW20 directly east of GW14, however a higher network of groundwater wells will be required to the south of the site to delineate the petroleum hydrocarbon impact. Trace detections of other compounds were reported for MAH, PAH, non halogenated phenols and HVOLs well below adopted criteria.

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4 Summary of Soil and Groundwater Conditions

A summary of the Compass Environmental soil and groundwater results applicable to the site is provided in Appendix G (soil) and Appendix H (groundwater), with sampling locations shown in Figures 4, 5, 13 and 14. A brief summary of conditions based on all available data, including works completed since the Compass (2015) environmental condition report, is presented below.

4.1 Soil Conditions The soil investigations completed to date identified a layer of heterogeneous fill across the site, generally extending between 1 and > 2 m bgl, with deeper fill present in the northwest of the site (up to 6.5 m bgl) below former Building 6A, where a historic earth pit was located. It is noted that a significant portion of the site has not been investigated to date due to access and drilling restrictions within the dilapidated heritage listed buildings. Hydrocarbon odours and/or staining were found throughout the fill present across the majority of the site, with the exception of soils in the north eastern portion of the site, currently used as a car park for the adjacent property to the east. Odours were also noted in the natural soil at off-site bore GW14 to the south. Perched water and/or wet conditions were found throughout much of the fill across the site, including in the west, central and southeast of the site, with perched water also identified in the north eastern bores B2 and B3 where no hydrocarbon impacts were found in the fill. Patches of oil and/or sheen were identified primarily in the northwest of the site below former Building 6A, co-located with perched water in the fill. Sheen was also identified in the fill at B23 near the eastern edge of Building 5 (not identified in adjacent bore B52), and off-site to the south at GW14 sheen and oil were identified only at depth within highly weathered basalt below 13.5 m bgl. Investigation at the adjacent Lot O property to the north of the northwest corner of the site (as part of former Audit CARMS 51415-3) found deep filling (up to 13.4 m bgl), with NAPL and perched water trapped within coarse sand and brick rubble fill. Investigations by Connolly (2005) within Building 5 found clear orange and also black product in the brick press machine sumps and patches of black oil on the water surface within underground pits associated with driving belts. Sampling of this material, as well as the PSH leaching through the basement wall to the north of the site found that the material was generally indicative of diesel or weathered diesel fuel. Refusal in fill was found at a number of locations across the Building 5 and 6 footprint and in the northwest below former Building 6A, with refusal also noted on bricks in the southeast at B42. Refusal indicated the potential presence of underground structures remaining below the slab and/or large quantities of brick fill. Residual petroleum hydrocarbon contamination remains along the southern boundary in the southeast of the site to the south of the former diesel UST.

4.1.1 Petroleum Hydrocarbons Soil analytical data collected from the site showed elevated concentrations of TRH compounds, primarily TRH >C10 fractions. The highest petroleum hydrocarbon impacts on-site were generally identified in the layer of fill present above natural soils, with highest concentrations generally identified below the central part of Building 5 and to the west of Building 5, below former Building 6A, consistent with the field observations of NAPL in these areas. The highest petroleum hydrocarbon concentrations were found in the fill at 0.8 m bgl (the same depth as perched water was identified) at B57 below Building 5 (TRH C6-C9 of 400 mg/kg, TRH C10-C14 of 41,000 mg/kg, TRH C15-C28 of 90,000 mg/kg, and TRH C29-C36 of 4,800 mg/kg). Significantly lower concentrations were present in the underlying natural soil at this location, by at least an order of magnitude, with concentrations at 3 m bgl below the LOR for C6-C9 and C29-C36, and only minor detections of 170 mg/kg and 360 mg/kg for C10-C14 and C15-C28 fractions, respectively. However, the highest naphthalene concentrations were observed in the west of the site in the fill at B32/GW12 (up to 900 mg/kg at 3 m bgl), south of the deep fill and NAPL leakages identified

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off-site at Lot O. This pattern of highly elevated TRH >C10 in the fill co-located with perched water, rapidly decreasing in the underlying natural sandy clay soils was common across investigation area. Analytical data from the installation of groundwater well GW21 in the north of the site, in close proximity to one of the former NAPL leakage points in the Lot O basement wall, showed elevated petroleum hydrocarbons in the fill up to C10-C14 of 1,900 mg/kg and C15-C28 up to 8,600 mg/kg at 3 m bgl. This depth is consistent with the depth of perched water And NAPL leakage observed through the adjacent basement wall. A former diesel UST removed from the southeast of the site by Connolly in February 2000 (Pit 3) was found to have impacted soils along the southern wall of the former tank pit (up to 14,000 mg/kg). Remedial excavations were not completed further south at the time due to concerns of the stability of adjacent Dawson Street. Compass Environmental completed further investigation works in this area and found some wet fill and fuel odours around this former tank pit (backfilled with stockpiled excavated tank pit material one year after tank removal), with slight odours penetrating into the natural soil below. Soil TRH detections on-site in this area comprised predominately TRH C10-C14 (up to 1,800 mg/kg) and C15-C28 (up to 3,600 mg/kg), but was not fully delineated on-site. To the south, off-site bores B49 and B50 were found to have slight fuel odours beginning from around 2.3 m bgl in the natural soil, with some dark staining at 3 m bgl at B49. MAH compounds were below the laboratory LOR and/or adopted assessment criteria across the investigation area. Benzene and toluene concentrations were below the LOR in all samples, while low levels of ethylbenzene (up to 5.1 mg/kg), xylene (up to 19 mg/kg), isopropylbenzene (up to 6.1 mg/kg), and 1,2,4-trimethylbenzene (up to 73 mg/kg) were found in the fill below Building 5. Natural soils were free of MAH detections, with the exception of minor detections in the shallow natural soils immediately below the fill at locations B57 and B60 below Building 5. Off-site to the south and southwest, GW14, GW19 and GW20 indicated that petroleum hydrocarbon impacts were likely present at depth within the natural soil. GW14 reported TRH >C9 of 490 mg/kg at 6.0 m depth, with odours at the base of the bore from 13.5 m bgl, with only slight hydrocarbon odours found in the shallow overlying natural soils between 0.5 and 9 m bgl. At GW19 a strong hydrocarbon odour was first identified at 5.5 m bgl, with an increase in PID readings to 13.2 ppm (previous maximum above this was 1.7 ppm) at this depth. The odour decreased to slight between 6.5 and 8.5 m depth. The soil analytical data and field observations taken together indicated that petroleum hydrocarbons from historic site operations had leached or been released into the underlying fill material, with the bulk of impacts pooled with perched water in the less consolidated fill above the lower permeability natural sandy clay material. Some NAPL impacts were observed within the fill in the northwest of the site, consistent with the leakage of NAPL through the basement wall of the property to the north during construction at a similar depth. NAPL was also identified to the west of Building 5. There was evidence of downward migration of adsorbed soil impacts into the underlying natural soil, however, impacts were generally an order of magnitude lower than the overlying fill material. However, off-site to the south showed evidence of NAPL impacts migrating at depth through the natural soil and/or fractured rock environment were found at GW14, with overlying fill and natural soils generally free of visual or olfactory evidence of contamination and sheen and oil identified within the extremely weathered basalt from 13.5 m bgl.

4.1.2 Polycyclic Aromatic Hydrocarbons The distribution of PAH compounds was generally consistent with that described for petroleum hydrocarbons, with the highest concentrations observed in the fill above natural soils where evidence of NAPL was observed. Total PAH concentrations ranged between <0.1 to 1,600 mg/kg, with the highest concentrations found in the northwest of the site below former Building 6A at 3 m bgl at location GW12/B32, where perched water and NAPL were observed and the highest naphthalene concentrations were found. PAHs in the underlying natural soil at 7 m bgl at GW12/B32 were generally below the laboratory LOR.

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Carcinogenic PAHs (as BaP TEQ) were generally less than 3 mg/kg across the site, with the exception of three elevated detections where significant petroleum hydrocarbon and total PAH impacts were found (B32/3.0 - 3.08 mg/kg, B57/0.8 - 3.65 mg/kg, and GW21/3.0 - 65.46 mg/kg). Elevated PAH detections were predominantly present in the fill, where the highest BaP TEQ concentration (65.46 mg/kg) was observed, and natural soils directly underlying highly impacted fill at GW57/1.5-2.0, B60/1.2 and TP1/0.7-1.4. The consistent distribution between TRH and PAH compounds provided evidence of shared source and migration pathways.

4.1.3 Phenols Phenols on-site were generally present below the laboratory LOR and all adopted assessment criteria. The exception was one fill sample from the highly impacted fill at B57 below Building 5 where cresol (12 mg/kg), phenol (1.7 mg/kg) and 2,4-dimethylphenol (3.8 mg/kg) were detected.

4.1.4 Metals Sporadic detections of elevated metals were detected throughout the fill on-site, including barium (up to 690 mg/kg), copper (up to 6,700 mg/kg), lead (up to 660 mg/kg), manganese (up to 3,800 mg/kg), nickel (up to 130 mg/kg), tin (up to 690 mg/kg) and zinc (up to 1,800 mg/kg), while underlying natural soils were generally free of elevated metal detections. The highest metal detections were not necessarily correlated with the highest petroleum hydrocarbon impacts, indicating these sources were not necessarily related.

4.1.5 Other Organics All concentrations of HVOLs, CHCs, OCPs and PCBs were below the laboratory LOR.

4.2 Groundwater Conditions A summary of the groundwater wells applicable to the site and the visual and olfactory evidence of contamination observed during sampling is provided in Table 6 and Figure 14. Visual and olfactory signs of contamination were only identified on-site in the northwest at wells GW11 and GW12, and off-site at GW14 to the south. It is noted that during sampling at GW14 in May 2010, only a slight odour was identified, however, during sampling in 2016 this well was impacted by visible NAPL and odours. Table 6 Groundwater Sampling Observations

Well ID Location / Rationale No. Sampling

Rounds1 Evidence of Contamination

On-Site

GW32 Southeast corner of site / east of

former UST Pit 3 2 None

GW52 East of site / west of former USTs off-

site to east 2 None

GW11 Northwest of site / below former

Building 6A 3

Hydrocarbon odour and slight sheen (March 2010). Oil Droplets (May 2010) Hydrocarbon odour, sheen and NAPL on surface (October 2016).

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Well ID Location / Rationale No. Sampling

Rounds1 Evidence of Contamination

GW12 Northwest of site / below former

Building 6A 1 Oil layer present.

GW21 Central north of the site / north of

Building 5 2 None

Off-Site

GW13 Off-site adjacent southwest corner of

site / down-gradient shallow delineation

4 None

GW14 Off-site adjacent central southern boundary / down-gradient shallow

delineation 4

Slight odour (May 2010) Hydrocarbon odour and brown sheen/NAPL (oil droplets) (October and November 2016)

GW15 (well

destroyed by road

resurfacing works)

Off-site adjacent western site boundary / lateral shallow delineation

1 None

GW17 Off-site adjacent western site boundary

/ lateral shallow delineation (replacement of GW15)

2 None

GW18 Off-site adjacent western site boundary

/ lateral deep delineation 2 None

GW19 Off-site adjacent southwest corner of site / down-gradient deep delineation

2 None

GW20 Off-site adjacent central southern boundary / down-gradient deep

delineation 2 None

GW22 Off-site adjacent southwest corner of

site / down-gradient shallow delineation

1 None

GW23 Off-site south of the site, southern side of Dawson Street / down-gradient deep

delineation of GW14 1 None

Notes 1 Only considers sampling rounds completed by Compass Environmental. 2 Installed by Connolly Environmental (2003).

4.2.1 Petroleum Hydrocarbons The detections of petroleum hydrocarbons in groundwater correlated with the observation of odours, NAPL (layer of oil droplets) during sampling, with TRH >C10 concentrations between 20.1 and 57 mg/L at wells GW11 and GW12 on-site, and between 0.1 and 64 mg/L at GW14 off-site to the south. The elevated concentrations at GW11 and GW12 were consistent with the observations of NAPL within these wells. Consistent with the lack of NAPL observed at GW14 in May 2010, only trace level detections of TRH C15-C28 (up to 0.2 mg/L) were identified, however, post the discovery of NAPL at this location in 2016, concentrations were significantly higher, exceeding solubility levels. The variability between sampling rounds at GW14 was considered to be associated with the variable distribution of entrained NAPL within the samples. Outside of the three NAPL impacted wells, TRH concentrations were generally below the laboratory LOR, with the exception of a trace level detection of TRH C16-C34 (0.1 mg/L) at GW21 in the north of the site in October 2016. All wells reported MAH compounds below the adopted assessment criteria, with most compounds reported below the laboratory LOR. Trace level detections of toluene (up to 0.01 mg/L), ethylbenzene (up to 0.003 mg/L), xylene

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(up to 0.01 mg/L) and 1,2,4-trimethylbenzene (up to 0.003 mg/L) were identified on-site between wells GW3, GW5, GW11 and GW12. Off-site MAHs were below the laboratory LOR with the exception of a trace level xylene at 0.002 mg/L detected at GW14 during one sampling event. Naphthalene was generally below the laboratory LOR, with the exception of GW11 (up to 0.011 mg/L) and GW12 (0.12 mg/L), and an ultra-trace detection off-site at GW17 (0.00012 mg/L) in October 2016. It is noted that no other petroleum hydrocarbons were detected at GW17, and the presence of naphthalene not confirmed during the November 2016 sampling event.

4.2.2 PAHs Low-level PAH compounds were detected in all three wells with NAPL and TRH impacts (GW11, GW12 and GW14), with total PAH concentrations between 0.0058 and 0.22 mg/L reported at these locations. PAH detections were generally below the adopted assessment criteria, with the exception of anthracene and fluoranthene at GW12. The presence of PAH compounds was considered to be associated with the NAPL found at these wells.

4.2.3 Phenols Phenols were below the laboratory LOR in all wells with the exception of trace level phenol (up to 0.002 mg/L) and 4-nitrophenol (up to 0.002 mg/L) at NAPL impacted well GW11.

4.2.4 HVOLs and CHCs HVOLs and CHCs across the investigation area were all below the laboratory LOR and/or adopted assessment criteria. Ultra-trace level detections of selected HVOLs and CHCs were reported by the secondary laboratory only at GW14, owing to the lower LOR at this laboratory.

4.2.5 Metals On-site concentrations of arsenic, boron, cobalt, copper, iron, lead, manganese, nickel and zinc exceeded one or more beneficial use criteria. The highest iron and manganese concentrations were associated with NAPL impacted wells, and were consistent with the reducing conditions expected during petroleum hydrocarbon break down. Off-site concentrations of aluminium, boron, cobalt, copper, iron, lead, manganese, nickel, selenium, tin, vanadium and zinc exceeded one or more beneficial use criteria.

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5 Potential for Contamination

Based on the previous site history review and site investigations as detailed above, the identified main potential sources of contamination at the site are summarised in Table 7 below, with the potential off-site sources of contamination summarised in Table 8 below. Table 7 Summary of Potential On-site Sources of Contamination

Main Potential Sources Main Potential Contaminants

Oil leaks from the brick pressing machines and associated sumps and pits.

TRH, PAH, metals, dissolved methane.

Oil/diesel leaks for clay grinding machines. TRH, PAH, metals, dissolved methane.

Potential oil/fuel leaks from UST and associated pipework (UST Pit 3) in the southeast of the site.

TRH, MAH, lead, dissolved methane.

Oil leaks from transformers located in the substation.

TRH, BTEXN, PCBs, dissolved methane.

Storage and use of manganese dioxide used in brick making process, disposal of wastes.

Manganese.

Storage and use of coal. Metals, PAH.

Presence of imported fill, extending to significant depths in the northwest.

Metals, TRH, PAH, OCP, ground gas.

Leaks from former fuel pipes extending across a portion of land in the central east of the site, between off-site USTs and Kiln 3.

TRH, MAH, lead.

Residues at the base of on-site portion of Kiln 1. Manganese, fluoride, arsenic.

Building demolition rubble. Metals, TRH, PAH, asbestos, synthetic mineral fibres.

The review of previous reports indicated potential for detrimental impact on the site from off-site sources, mainly associated with past use of surrounding land parcels as part of the former brickworks site. The main potential pathway for detrimental impact on the site from an off-site source was considered to be via migration of impacted groundwater or subsurface vapour/gas. Table 8 Summary of Potential Off-site Sources of Contamination

Area Activity Main Potential Contaminants Audit Stage 1 immediately east of the site.

Former brickworks, including potential oil/fuel leaks from USTs and associated infrastructure.

TRH, MAH, PAH.

Former Lot O immediately north and west of the site.

Former clay pit used to discharge cooling sludge and sump oil runoff. Possible disposal of ash from coal fired kilns. Pit filled with unknown material.

TRH, MAH, PAH, potential landfill gas.

Former Clay Pits in Gilpin Park and Clifton Parks.

Filling of pits with municipal wastes in the 1970s. TRH, MAH, metals, PAH, OCP, solvents, nitrates, ammonia, potential landfill gas.

Entire region. Old sewer network. Ammonia, nitrate.

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6 Data Gap Assessment

A summary of the key identified data gaps and proposed works to address them are included in Table 9 below. Table 9 Summary of Data Gaps

Issue Action to Address Data Gap

Limited soil, groundwater and vapour assessment within existing Building 5 and 6 footprints.

Following required demolition works of structurally unsound Building 5 and 6, a detailed soil, groundwater and soil vapour assessment (targeting soil depths relevant to the proposed building structure) will be completed across the former building footprint to delineate the extent of sources, impacts and support remedial works.

Full extent of subsurface pits and infrastructure has not been confirmed on-site, with bore penetration refusals at a large number of locations.

Following required demolition works of structurally unsound Building 5 and 6, further environmental investigations will involve installation of test pits on a dense grid, with targeted test pits also completed, where required. As part of remedial works and subsequent bulk excavation works all subsurface infrastructure will be identified, removed and appropriately validated.

Limited soil and groundwater assessment completed in the northeast of the site in the vicinity of former Kiln 1.

Grid based soil sampling will be completed across the north eastern portion of the site, at former Kiln 1, to assess soil quality and check for any potential sources of contamination. Any identified sources of contamination will be targeted with a groundwater well and any required delineation soil sampling. In addition, an up-gradient groundwater well will be installed close to the north eastern site boundary to better assess background groundwater conditions.

No deep soil or groundwater data is available for groundwater conditions along the up gradient (northern boundary of Building 6A), adjacent to the former deep pit in Lot O.

One well and one test pit will target this area.

Off-site delineation of groundwater and NAPL impact remains incomplete for the regional aquifer to the south of the site.

Further wells to the southeast and southwest of NAPL impacted basalt well GW14 will be installed along Dawson Street to confirm the limited off-site extent of NAPL migration through basalt fracture zones, as suggested by GW23 to the south of GW14.

No off-site groundwater delineation to the south of the former diesel UST in the southeast of the site.

One additional groundwater monitoring well will be installed directly south of the site on Dawson Street.

No landfill gas assessment from the backfilled clay pit immediately north/northwest of the site at Lot O (and potentially partially on-site in the northwest), and further north in Gilpin Park.

A landfill gas bore will be installed in the northern portion of the site to assess the potential risk to the future development associated with LFG from Gilpin Park. The soil vapour investigation targeting the proposed basement will also include analysis for methane and carbon dioxide.

Limited soil vapour assessment has been completed on-site. The assessment is not relevant to the proposed development that includes a basement.

A soil vapor investigation will be completed of the proposed basement to assess whether any vapour mitigation measures are required.

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7 Preliminary Conceptual Site Model

A preliminary conceptual site model prepared on the basis of available data is summarised in Table 10 below, and shown in Figures 6 to 10. Table 10 Preliminary Conceptual Site Model

Geology and Soil Profile The site is underlain by Tertiary Red Bluff Sands of the Brighton Group Formation

comprising sandy clays, sands and silty clay. Highly weathered Older Volcanics basalt was

identified at a depth greater than 13 m to the south of the site.

A layer of heterogeneous fill extending to depths generally between 1.0 and > 2.0 m is

present beneath Buildings 5 and 6. Deeper filling (up to 6.5 m) is present beneath the former

Building 6A, most likely associated with an earth pit that extended onto the adjacent Lot O

to the north of Building 6A. The fill is underlain by sandy clays changing to silty clays with

depth.

Hydrogeology The regional groundwater is present at approximately 9.5 to 11 m depth within silty clays

or basalt.

Perched water was identified within the filling across the site, over the sandy clays.

The regional groundwater flow has been interpreted to be in a south westerly direction

towards Moonee Ponds Creek located 1.2 km west of the site (at its closest distance),

consistent with the overall topography of the land.

Sources of Contamination The site was part of the Hoffman Brickworks, which operated from the late 1800s until the 1990s. It comprises a former brick pressing shed (Building 5) and a former steam engine house (Building 6). A grinding shed (Building 6A) was previously located immediately north of Building 6 and west of Building 5. The main potential sources of contamination include:

Storage of oils and diesel. Oil leaks from brick presses. Possible use of fuel oil within the engine house and on-site disposal of spent boiler

wastes. Disposal of liquid wastes from clay crushing machines (including diesel and lubricating

oils) and leaks from other hydraulic equipment. Leaks from existing subsurface structures/pits. It is noted that in addition to the known

sumps within Building 5, there appear to be other structures covered by the existing concrete slabs.

Main Contaminants of Concern

The main identified contaminants of concern include petroleum hydrocarbons (C9-C32) and

polyaromatic hydrocarbons (including naphthalene).

Contaminant Phases The contaminants have been found to be present within the following phases:

NAPL (LNAPL and DNAPL) in pooled and residual phases.

Adsorbed to fill and soil matrix.

Dissolved in perched water.

Dissolved in regional groundwater.

Vapour.

NAPL Properties Limited data is only available.

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Field observations indicated viscous heavy oil/tarry product, separating both into LNAPL

and DNAPL phases.

DNAPL was reported to have density only slightly denser than water (1.0015 kg/L,

Senversa 2015), which indicates relatively slow downward (gravity-driven) migration.

Extent of NAPL and Soil Impacts

NAPL in a pooled phase is present across the majority of the site within the fill. There is no

evidence of the shallow NAPL to be extending beyond the site boundaries, with the

exception of the previously reported NAPL leaks into the basement of the adjacent

residential apartment building directly northwest. Residual NAPL and adsorbed impacts

have been found in natural soils underlying the fill.

LNAPL and DNAPL have been identified within the underlying regional groundwater aquifer

within the Brighton Group Formation at well GW11, but its vertical or horizontal extent is

not known.

There is evidence of the DNAPL in the underlying Older Volcanics, at GW14, immediately

south of the site. However, to date, no NAPL was identified further south at GW23 also

intercepting the Older Volcanics.

Extent of Groundwater Impacts

The presence of NAPL both in the perched water and the underlying groundwater

(confirmed beneath former Building 6A) represent groundwater pollution and provide a

continuous source of dissolved impacts.

The condition of groundwater beneath Building 5 and 6 is mostly unknown, however based

on the presence of NAPL in the fill and extensive soil impacts, the groundwater is expected

to be polluted beneath these buildings, including the presence of NAPL.

No NAPL impacts have been identified to the west of the site on Brickworks Drive. NAPL

impacts have been identified to the south of the site at GW14 and while delineated by GW23

further south, additional delineation wells are required to adequately target the potential

zones of DNAPL migration and associated dissolved hydrocarbon plume. NAPL impacts to

the south of the former diesel UST in the southeast of the site also need to be confirmed.

There is potential for impacted groundwater present within the former pit beneath the

adjacent Lot O, immediately north of the site, to be extending onto the site.

Pathways for Contaminant Migration

The migration of contaminants at the site could occur via the following main pathways: Lateral and vertical migration of DNAPL in both unsaturated and saturated zones.

Given the properties of the DNAPL, which has density only slightly denser than water (1.0015 kg/L) and higher viscosity, the downward migration of DNAPL is likely to be very slow. There is evidence DNAPL presence in the underlying Older Volcanics basalt.

Migration of LNAPL at the top of the saturated zone. Migration as dissolved phase in the groundwater. Migration of contaminated perched water or NAPL within the shallow fill deposits,

including seepage to surrounding underground service trenches/pits and basement structures.

Vapour emissions from contaminated soils/NAPL and/or groundwater and accumulation in indoor and confined spaces.

Proposed Development The site is proposed to be redeveloped for high density residential, community and

commercial uses, landscaping areas and a two level basement over the southern and

central area of the site.

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Main Potential Receptors The main potential receptors for the potential chemical of concern identified at the site include:

Future site occupants (child and adult). Site visitors (child and adult). Utility maintenance works on-site. Construction workers. Underground services surrounding the site. Occupiers of the adjacent apartment block with a basement carpark, where seepage

of contaminated perched water and NAPL from the site was reported.

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8 Data Quality Objectives

The Data Quality Objectives (DQO) process represents a systematic planning approach that is used to define the type, quantity and quality data needed to infirm decisions relating to the environmental condition of a site. The DQOs are defined in seven steps as outlined in Table 11 below. Table 11 Data Quality Objectives

Item Detail

State the Problem Reason for Investigation The Clean Up Notice issued to Sungrove Corporation Pty Ltd from EPA Victoria, and proposed site development for commercial and high-density residential use.

Investigation Objective

The objective of this assessment is to adequately characterise the nature and extent of soil and groundwater contamination at the site and off-site to allow development of a remediation strategy for the site, and support the completion of a Statutory Environmental Audit. Project Team

The key project personnel includes:

Project Director: Margaret Mazur, Principal Environmental Hydrogeologist Project Manager: Stephen Harvey, Senior Environmental Scientist

Analytical suite and criteria decisions

Contaminants of concern

Based on the site history and previous works completed at the site the main potential contaminants of concern are considered to be: Soils: NAPL, petroleum hydrocarbons, polycyclic aromatic hydrocarbons, metals (including manganese), phenols, polychlorinated biphenyls, fluoride, and asbestos. Groundwater: NAPL, petroleum hydrocarbons, polycyclic aromatic hydrocarbons, metals, phenols, polychlorinated biphenyls, fluoride and nitrogen. Vapour: mainly TRH. Landfill gas (backfilled deep fill material in northwest of site, and former municipal landfill at Gilpin Park located approximately 70 m to the north of the site at its closest point, and approximately 90 m to the north of the proposed on-site basement): methane and carbon dioxide.

Investigation and screening levels

The adopted criteria for the site are based on its proposed commercial and high-density residential use, and include: Soil The criteria adopted for the assessment of soil at the site is as follows:

Maintenance of ecosystems (highly modified ecosystems) - Ecological Investigations Levels (EILs) for assessing risk to terrestrial ecosystems. Generally applicable to the top 2 m of the soil profile. Ecological Screening Levels (ESLs) for assessing risk to terrestrial ecosystems as a result of exposure to petroleum hydrocarbon impacted media and will be based on site-specific soil texture. Generally applicable to the top 2 m of the soil profile.

Human health - Health Investigation Levels (HILs) for assessing risk to human health. HIL B (high-density residential), HIL C (landscaped areas), and HIL D (commercial/industrial) will be adopted based on the proposed land use scenario with input parameters selected to be representative of long term stable conditions

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Item Detail

based on the soil unit/s found on-site. These criteria are generally applicable to the top 3 m of the soil profile extending below the depth of the development. Health Screening Levels (HSLs) for assessing risks to human health from exposure to petroleum hydrocarbon impacted media via the vapour inhalation or direct contact (ingestion and dermal) pathways. Depth dependent criteria from HSL D (commercial) will be adopted based on the proposed land use scenarios.

Buildings and structures - To assess potential impact on this beneficial use, the reported pH and sulphate concentrations will be compared against criteria provided in AS2159-2009 (Piling-Design and Installation).

Aesthetics - There are no quantitative criteria for the assessment of aesthetic impacts, however the Land SEPP states that contamination must not cause the land to be offensive to the senses of human beings.

Other criteria may be adopted if other contaminants of concern are detected. Groundwater Investigations completed to date by Compass Environmental across on-site wells reported TDS concentrations of 2,700 mg/L to 10,000 mg/L, indicating highly variable TDS conditions. Conservatively, based on lower TDS values at GW21 in the north of the site, groundwater would classify within Segment B of the SEPP Waters (2018). Note: the reliability of the classification will be assessed as part of further works. The criteria to be adopted for the assessment of groundwater at the site (to be confirmed following the additional groundwater investigation works) is as follows:

Maintenance of Aquatic Ecosystems – The SEPP Waters (2018) refers to the relevant SEPP for surface waters. Groundwater associated with the site is likely to discharge to Moonee Ponds Creek, located approximately 1.2 km west of the site (at its closest point), with groundwater flow and discharge expected to the southwest of the site. In accordance with the SEPP Waters (2018), the site falls within the Urban segment of the surface water environment, with the site located within the “urban growth boundary for Metropolitan Melbourne, as set out in section 46AA of the Planning and Environment Act 1987”. The Urban segment was included in the Waters SEPP to include environmental quality objectives that are more reflective of a highly modified environment. The environmental quality objectives for this segment are characterised by highly modified water dependent ecosystems. As per the Waters SEPP, the Australian and New Zealand Guidelines for Fresh and Marine Water Quality (ANZG 2018) trigger values for highly disturbed freshwater ecosystems (90% level of protection) have been applied to groundwaters at the site.

These water quality objectives apply at the point of discharge of groundwater to surface water.

Potable Mineral Water Supply – The site does not fall within a designated mineral spring area, therefore no criteria will be adopted for the assessment of this beneficial use.

Agriculture and irrigation (irrigation) – The Waters SEPP refers to criteria specified in the ANZECC guidelines for irrigation waters. The ANZECC criteria were revised in 2000, and the ANZECC criteria were replaced with the Australian and New Zealand Guidelines for Fresh and Marine Water Quality in 2018 (ANZG 2018), with these guidelines adopted as part of this assessment.

Agriculture and irrigation (stock watering) – The Waters SEPP refers to criteria specified in ANZECC (2000) guidelines for stock watering. The ANZECC criteria

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Item Detail

were recently superseded by the ANZG (2018), with these guidelines adopted as part of this assessment. It is noted that the ANZG (2018) toxicant values remain consistent with those published in ANZECC (2000) and do not provide criteria for organics in stock water. Conservatively guideline levels for organics provided in ADWG 2011 (revised 2018) have been adopted.

Water-based recreation (primary contact recreation) - The Waters SEPP

outlines microbial criteria specific to groundwater to manage the risk posed by human faecal contamination sources such as septic tanks or sewerage infrastructure to groundwater quality. The SEPP further stipulates that groundwater must not be impacted such that any other water quality indicator exceed the levels for surface water for recreational use. The SEPP states that water based recreation criteria are intended to be applied consistent with the risk-based approach recommended by the National Health and Medical Research Council (NHMRC) Guidelines for Management Risk in Recreation Water (2008).

Conservatively, the Australian Drinking Water Guidelines have been adopted as suitable chemical limits for the protection of recreational waters. The most updated revision to the ADWG (2011) criteria was issued in August 2018, and consequently the water quality criteria in ADWG 2011 (revised 2018) have been adopted for the purpose of this assessment.

The ADWG criteria have been further modified to account for lower ingestion rates during swimming as compared to drinking, in accordance with the recreational water quality guidelines (NHMRC 2008). A modification factor of 10 will be adopted for inorganics, where the criteria were not based on aesthetic considerations. A modification of the adopted criteria for organics to account for the different ingestion rates has not been considered appropriate due to the vapour and dermal contact pathway that may dominate the exposure. Drinking water quality criteria based on taste considerations have not been considered relevant to the beneficial use of primary contact recreation and consequently will not be applied.

Traditional Owner Cultural Values - The Waters SEPP states that water quality must protect the cultural values of Traditional Owners to ensure that Traditional Owner cultural practices can continue. Values may include traditional aquaculture, fishing, harvesting, cultivation of freshwater and marine foods, fish, grasses, medicines and filtration of water holes. No specific criteria are given for this beneficial use. The Waters SEPP suggest that consideration be given to the derivation of guidelines, as per Section 2.2.4 of the SEPP, for compounds where no guidelines currently exist. In the absence of a site specific risk assessment, it has conservatively been considered that exceedences of criteria for other protected extractive beneficial uses of groundwater indicate a potential impact on the use of groundwater for Traditional Owner cultural values on-site. At the point of discharge, it was considered that the maintenance of aquatic ecosystems criteria are adequate to protect the potential Traditional Owner cultural uses of water.

Cultural and Spiritual Values - The Waters SEPP states that water quality must be suitable to allow cultural, spiritual and ceremonial practices to continue. These include cultural values held by communities (e.g. baptism, water-based festivals and cultural celebrations). As noted above for Traditional Owner Cultural Values, no specific criteria are provided for this beneficial use, and as such, it was conservatively considered that exceedences of criteria for other protected extractive beneficial uses of groundwater indicated a potential impact on the use of groundwater for this beneficial use. At the point of discharge, it was considered that the maintenance of aquatic ecosystems criteria are adequate to protect the potential cultural and spiritual uses of water.

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Item Detail

Industrial and Commercial Water Use – The Waters SEPP provides no specific

criteria for the protection of industrial and commercial uses of groundwater, simply stating that “groundwater must not be affected to the extent that industrial or commercial water quality is impacted”. The Waters SEPP suggest that consideration be given to the derivation of guidelines, as per Section 2.2.4 of the SEPP, for compounds where no guidelines currently exist. In the absence of a site specific risk assessment, it has conservatively been considered that exceedences of criteria for other protected beneficial uses of groundwater indicate potential impact on the use of groundwater for industrial purposes.

Buildings and Structures - AS2159-2009 (Piling-Design and Installation).

Information Inputs

Samples to be collected

Soil A high density soil investigation is proposed across the site, as detailed in Sections 9.1.1 and 9.2.1 below, exceeding the recommended AS4482 minimum sampling density requirements. Groundwater A high density groundwater investigation is proposed across the site, as detailed in Sections 9.1.2 and 9.2.2 below. Soil Vapour A high density soil vapour investigation is proposed in the area of the proposed basement extent, as detailed in Section 9.3 below. Landfill Gas A landfill gas investigation is proposed along the northern site boundary in closest proximity to the off-site closed municipal landfill at Gilpin Park, as detailed in Section 9.1.3 below. The soil vapour assessment in the area of proposed redevelopment will include analysis for methane and carbon dioxide.

Laboratory and analytical methods

The primary laboratory for the investigation program will be ALS Environmental, with Eurofins selected as a secondary laboratory. Soil vapour samples will be analysed by SGS or ALS Environmental. All analytical methods used by each laboratory are NATA accredited.

Study boundaries and time scale

The extent of the investigation will include the site boundary and locally off-site to the west and south where off-site delineation is required, refer to Figures 16 and 17. The works will proceed following Auditor approval.

Developing a decision rule Acceptable limits for the data are defined below: The field and laboratory data are to fall below the acceptance criteria outlined further

below. If the data is found to exceed the acceptance criteria, then justification for the use of the data or the exceedance is to be provided.

Individual soil data is to be compared against the criteria (outlined above), if individual data is found to exceed the criteria, alternate methods of assessment will be considered should the individual concentrations be found to exceed the adopted criteria, including but not limited to statistical analysis of the data (i.e. geometric mean concentrations, 95% UCL mean concentration etc.).

If the soil data still exceeds the adopted investigation levels, a further assessment (e.g. further delineation of contamination, leachability testing) and /or a qualitative or quantitative risk assessment and/or development of a management/remedial plan may be required.

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Item Detail

If soil impacts by volatile contaminants are identified, then further assessment of the potential for vapour intrusion under the proposed development scenario may be required.

The laboratory detection limits are below the adopted site criteria, where practicable. If the lab detection limits exceed the adopted criteria, justification is to be provided for the use of the data.

Limits on decision errors The following data acceptance criteria for the assessment of field data quality (based on AS4482.1-2005) will be adopted:

Duplicate and split samples: +/- 50% Relative Percentage Difference (RPD). Equipment rinsate samples: no detectable results. Trip blank samples: no detectable results.

The following data acceptance criteria for the assessment of laboratory data quality (based on AS4482.1-2005 and USEPA 1999 and 2004) will be adopted:

Internal Duplicate and Split Samples: +/- 50% Relative Percentage Difference (RPD).

Spike samples: 75-125% recovery. It should be noted however that the acceptance limits adopted by the laboratories ranged from 70-80% to 120-130%, depending on an analyte.

Method Blanks: no detectable results.

Optimise the design for obtaining data

The conceptual site model and data quality objectives will be continually revised at each stage of the investigation.

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9 Proposed Scope of Further Environmental Assessment

The further investigation works will be completed in two stages as follows:

Stage 1 will comprise works that can be completed in accessible areas prior to Buildings 5 and 6 being demolished.

Stage 2 will comprise works that will be completed in currently inaccessible areas (as shown in Figure 2) following demolition of Buildings 5 and 6.

It is noted, that based on findings of the above assessment, further investigations may be required to fully characterise and delineate any identified impacts. Both Stage 1 and 2 works require to be completed prior to submission of the Auditor verified Clean Up Plan to EPA Victoria, which is required to be issued by 14 December 2020. As such, it is important for Buildings 5 and 6 to be demolished as soon as practicably possible to comply with the timeline requirements of the Notice. The following sections provide an overview of proposed further intrusive works at the site

9.1 Proposed Stage 1 Works The Stage 1 works will comprise:

Review of nearby completed Environmental Audits, and an assessment of regional groundwater quality within a 1.0 km radius of the site.

Installation of six additional soil boreholes across the carparking area in the northeast of the site to provide an appropriate grid across this part of the site.

One surface soil sample from soil at the base of the chimney stack (if access is available).

Installation of four additional regional aquifer groundwater wells with one well adjacent the chimney in the north of the site (will be installed as a dual purpose well and landfill gas bore), and three delineation wells to the south of the site.

One round of groundwater sampling of 12 existing regional aquifer wells and four new wells.

The proposed sampling locations are detailed in Figure 16.

9.1.1 Further Soil Investigation

9.1.1.1 Sample locations

We have allowed for six additional soil locations and one groundwater monitoring well in the northeast of the site, as detailed in Figure 16. The exact locations will be dependent on underground service clearance. One surface soil sample will also be collected from the base of the chimney, if access is available. Soil bores were chosen to comply with heritage restrictions in this part of the site.

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9.1.1.2 Soil sampling methodology

Soil samples will be collected from a Geoprobe using direct push tubes with disposable liners at each soil bore, using a shovel for the surface soil sample location, and from solid augers from the off-site wells. For the on-site well in the north of the site direct push tubes with disposable liners will be used to collect soil samples from the top 2.0 m, with deeper samples to be collected from solid augers. The samples will be collected from all soil/fill horizons encountered, with the minimum sampling depths at follows: 0.2 m, 0.5 m, and 1.0 m, and at 1.0 m depth intervals thereafter to the target depth. All bores will extend at least 0.5 m into the natural soils or to the base of contamination (based on visual and olfactory observations), whichever is the greater. All bores will extend to 2.0 m depth or refusal as a minimum. All samples will be subject to testing in the field for volatile organics using a photoionisation detector (PID). The PID will be calibrated before each day of sampling. Soil samples will be placed in sample jars with Teflon seals provided by the laboratory and appropriately prepared. All samples will be identified with a unique sample number, which will be documented on the sample label, bore log and chain of custody form. A bore log will be filled in for each bore including a description of materials encountered, olfactory and visual evidence of contamination, PID readings, moisture conditions and water levels, sample intervals and numbers. All samples will be placed in an ice cooled cool box immediately after collection. The samples will be refrigerated overnight and transported on ice under chain of custody procedure to the analytical laboratory on the following day. All field sampling equipment will be decontaminated prior to use at each location to prevent cross contamination. Decontamination of field equipment will involve scrubbing in clean potable water, scrubbing in a Decon solution and potable water, and rinse in clean potable water.

9.1.1.3 QC samples

As part of the soil sampling program, the following QC samples will be collected:

Field duplicate and split samples at a rate of 1 in 20 samples collected.

Equipment rinsate samples for the shovel samples at a rate of one per day.

Trip blank samples at a rate of one per day.

9.1.1.4 Laboratory analysis program

The primary laboratory for the soil investigation program will be ALS Environmental, with Eurofins selected as the secondary laboratory. The proposed analysis schedule has generally been based on the broad potential contaminants at the site. This schedule will be amended as required based on the observations made during soil sampling. The number of samples analysed will be governed by the number of fill/soil layers, and any visual or olfactory evidence of contamination. We have allowed for two fill material samples and one natural soil sample to be analysed per location. Any potential asbestos fragments if encountered will also be analysed. A summary of the proposed analytical schedule is provided in Table 12 below.

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Table 12 Proposed Soil Investigation Laboratory Program – Stage 1

Analyte Primary samples Duplicate and split samples

Rinsate and trip blank samples

Total

Soil Bores

EPA Screen (IWRG621-2009)

2 - - 2

Metals screen 16 4 (2+2) - 20

TRH/BTEXN/PAH 16 4 (2+2) 2 22

Fluoride 5 2 (1+1) - 7

Phenols (halogenated and non halogenated)

5 2 (1+1) - 7

Sulfate/pH 2 - - 2

Cation Exchange Capacity

2 - - 2

% Clay 2 - - 2

On-site Groundwater Well

Metals 3 - - 3

TRH/BTEXN/PAH 3 - 1 4

Phenols (halogenated and non halogenated)

1 - - 1

Fluoride 1 - - 1

Surface Sample

EPA Screen (IWRG621-2009)

1 - - 1

TRH/BTEXN/PAH - - 1 1

Notes: Metals screen: Sb, B, Ba, Be, As, Cd, Cr, Co, Cu, Hg, Mo, Mn, Pb, Ni, Sn, Se, Ag, V, Zn.

9.1.2 Further Groundwater Investigation

9.1.2.1 Well locations

An additional four groundwater monitoring wells are proposed as part of the Stage 1 investigations, including:

One well located close to the northeast boundary of the site. This will target previous Kiln 1 and will also provide upgradient groundwater data. This location will be installed as a dual purpose groundwater monitoring well and landfill gas bore.

One well on the northern side of Dawson Street to the south of the site, targeting directly downgradient from the former on-site diesel UST (Pit 3).

Two wells on the southern side of Dawson Street to the south of the site to provide adequate lateral delineation coverage of petroleum hydrocarbon impacts identified at off-site well GW14.

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The proposed additional well locations are shown in Figure 16. Additional wells maybe required depending on the results of the further soil and groundwater investigation.

9.1.2.2 Well installation

The proposed groundwater wells will be installed under a bore construction licence to be obtained from Southern Rural Water. The groundwater wells will be installed using a Geoprobe, under the supervision of Compass Environmental Scientist/Engineer. Solid augers will be used in unconsolidated sediments or air hammer in unweathered rock. The drilling equipment will be decontaminated prior to installation of each well to prevent cross contamination using high pressure water wash and Decon 90. It is anticipated that the wells will be extended to 16 m depth. A summary of the proposed bore construction details is provided in Table 13 below, which will be confirmed during installation. Table 13 Proposed Well Construction Details

Bore depth (mbgl) 16.0

Bore diameter (mbgl) 0.120

Casing depth (mbgl) 0.0 – 10.0

Screen depth (mbgl) 10.0 – 16.0

Casing/screen diameter (mbgl) 0.050

Casing/screen material Class 18 PVC

Filter pack depth (mbgl) 9.5 – 16.0

Bentonite seal depth (mbgl) 8.5-9.5

Headworks Concrete casing collar and lockable gatic flush with ground.

The newly installed wells will be developed by surging and bailing of each well until extracted water has low turbidity. In general well development will continue until a minimum of 10 bore volumes are removed or dry. Well development will be conducted using disposable bailers. A well development form will be filled in for the well. All extracted groundwater will be stored in 200 L drums for off-site disposal.

9.1.2.3 Bore logging and soil sampling

During drilling grab soil samples will be collected generally at 0.2 m, 0.5 m, and 1.0 m and at 1.0 m intervals thereafter to suit the fill/soil horizons encountered. All samples will be subject to field testing for volatile organic compounds using a photoionisation detector (PID). The PID will be calibrated before each day of sampling. A bore log will be filled in for each bore including a description of materials encountered, olfactory and visual evidence of contamination, PID readings, moisture conditions and water levels, sample intervals and numbers.

9.1.2.4 Laboratory analysis program for soils

Selected samples will be analysed from the on-site well, as detailed in Table 12 above. Soil samples will also be collected from the three wells installed to the south of the site on Dawson Street, samples will only be analysed if potential contamination sourced from the site is identified.

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9.1.2.5 Well surveying

The new groundwater wells will be surveyed by licensed surveyors. The well surveying will include the measurement of the elevation of top of bore casing and ground level at each well location referenced to the Australian Height Datum (AHD). A coordinate location of each bore will be to MGA coordinates.

9.1.2.6 Groundwater sampling

We have allowed for one round of sampling of the four new and 12 existing monitoring wells (GW3, GW5, GW9, GW13, GW14, and GW17–GW23) as part of Stage 1 works.

The groundwater sampling will be conducted in accordance with EPA Publication 669 Groundwater Sampling Guidelines. Prior to sampling and purging the wells will be gauged to determine a standing water level in each to allow groundwater flow direction to be confirmed. Gauging will be undertaken using an interface meter.

The wells will be purged and sampled using a low flow sampling technique (micropurge). A bladder pump with disposable bladders will be used for pumping. New tubing (air lines and water lines) will be used for the sampling. During purging field water quality parameters will be collected including pH, REDOX, dissolved oxygen (DO), electric conductivity and temperature. A flow through cell will be used for this purpose. The intake of the sampling pump will be placed within 1.0 m of the measured standing water level, with the drawdown being kept to the minimum (0.1 m).

If NAPL is identified the wells will be sampled using a disposable bailer to avoid potential cross contamination of the equipment. If sufficient volume of NAPL s available, samples will also be collected for product confirmation and density testing.

Groundwater samples will be collected in appropriate containers provided by the analysing laboratories and placed immediately in ice cooled eskies. All samples for laboratory analysis for metals will be filtered in the field through a new 0.45 m filter.

9.1.2.7 QC samples

As part of the groundwater sampling program, the following QC samples will be collected:

One field duplicate and one split sample will be collected (at a rate of 1 in 20 samples) for the analytes specifiedin the table below.

Equipment rinsate samples at a rate of one per day for the analytes specified in the table below.

Trip blank samples at a rate of one day for the analytes specified in the table below.

9.1.2.8 Laboratory analysis program

The primary laboratory for the groundwater investigation program will be ALS Environmental, with Eurofins selected as a secondary laboratory.

The proposed analysis schedule is based on contaminants of concern for the site, and elevated concentrations reported in soil and groundwater during previous investigations. The schedule will be amended as required based on any visual or olfactory evidence of contamination in the field during sampling.

A summary of the proposed analytical schedule is provided in Table 14 below.

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Table 14 Proposed Groundwater Investigation Laboratory Program

Analyte Primary samples Duplicate and split samples

Rinsate Samples

Trip Blank Samples

Total

TRH/BTEXN 16 2 (1+1) 4 4 26

Phenols (halogenated and non halogenated)

16 2 (1+1) 4 - 22

Metals 16 2 (1+1) 4 - 22

HVOLs 16 2 (1+1) 4 - 22

PAH 16 2 (1+1) 4 - 22

OCP/OPP/PCB 16 2 (1+1) 4 - 22

Nitrogen screen* 16 2 (1+1) 4 - 22

Dissolved methane

16 2 (1+1) 4 - 22

Fluoride 16 2 (1+1) 4 - 22

TDS 16 - - - 16

Major anions and cations (includes sulphate)

16 - - - 16

Notes:

Metals (aluminium, antimony, arsenic, barium, beryllium, boron, cadmium, chromium, cobalt, copper, iron, lead, manganese,

mercury, molybdenum, nickel, selenium, silver, tin and zinc).

* Nitrite, nitrate, ammonia and total nitrogen (as N).

9.1.3 Landfill Gas Investigation The groundwater well in the northeast of the site will be installed as a dual purpose monitoring well and landfill gas bore. The bore will be installed with a standard groundwater monitoring well screen and filter pack from the base to 1 m above the anticipated depth to the groundwater, followed by a standard ground gas bore installation including a 3 mm slotted screen and gravel filter pack. The bore will be sealed with 1.0 m bentonite seal to the surface and quick connect cap fitted so landfill gas data can be collected. One round of helium leak testing will be completed and three rounds of landfill gas monitoring using a GA5000 (as per requirements in EPA Publication 1684, Section 6.4) will be completed.

9.2 Proposed Stage 2 Works Stage 2 works will be completed after demolition of Buildings 5 and 6. Any product identified in pits or the brick press equipment and pipework will need to be pumped and disposed off-site to an EPA Victoria licensed facility as part of the demolition works. Following demolition of Buildings 5 and 6, allowing access to the majority of the central and southern portion of the site, the Stage 2 works will comprise:

Installation of 19 gridded test pits targeting Building 5, 6 and former Building 6A. Two target test pits will also be located at the substation in the southwest of the site.

Installation of eight on-site regional aquifer groundwater wells, and one perched water well.

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One round of groundwater sampling of 16 existing wells (following Stage 1 works detailed in Section 9.1) and nine new wells (eight regional aquifer wells and one perched water well).

The proposed sampling locations are detailed in Figure 17.

9.2.1 Further Soil Investigation

9.2.1.1 Sample locations

The proposed additional soil sampling locations include 19 gridded test pits, two target test pits, and nine groundwater monitoring wells across the central and southern portion of the site, as detailed in Figure 17. In addition to satisfying the objective of the assessment as outlined in Table 11 above, the soil sampling program will provide data to characterise the soils for off-site disposal purposes, as per EPA Victoria IWRG guidelines. Based on the previous sampling investigations and proposed additional locations by Compass Environmental as part of Stage 1 and 2 works, the sampling density will exceed the minimum requirements of AS4482.1.

9.2.1.2 Soil sampling methodology

Test pit samples will be collected using an excavator. The well locations will be first advanced using a Geoprobe and direct push method with disposable liners to a depth of 5 m or refusal, followed by solid augers. The samples will be collected from all soil/fill horizons encountered, with the minimum sampling depths at follows: 0.2 m, 0.5 m, and 1.0 m, and at 1.0 m depth intervals thereafter to the target depth. All test pits will extend at least 0.5 m into the natural soils or to the base of contamination (based on visual and olfactory observations), whichever is the greater. All test pits will extend to a depth of up to 3.0 m or refusal . All samples will be subject to testing in the field for volatile organics using a photoionisation detector (PID). The PID will be calibrated before each day of sampling. The sampling methodology and QA/QC requirements are as per Sections 9.1.1.2 and 9.1.1.3 above.

9.2.1.3 Laboratory analysis program

The primary laboratory for the soil investigation program will be ALS Environmental, with Eurofins selected as the secondary laboratory. The proposed analysis schedule has generally been based on the broad potential contaminants at the site. This schedule will be amended as required based on the observations made during soil sampling. The number of samples analysed will be governed by the number of fill/soil layers, and any visual or olfactory evidence of contamination. We have allowed for two fill material samples and one natural soil sample to be analysed per location. Any potential asbestos fragments if encountered will also be analysed. A summary of the proposed analytical schedule is provided in Table 15 below. Table 15 Proposed Soil Investigation Laboratory Program

Analyte Primary samples Duplicate and split samples

Rinsate and trip blank samples

Total

Test Pits*

EPA Screen (IWRG621-2009)

6 - - 6

Metals screen 60 8 (4+4) - 68

TRH/BTEXN/PAH 60 8 (4+4) 4 72

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Analyte Primary samples Duplicate and split samples

Rinsate and trip blank samples

Total

Phenols (halogenated and non halogenated)

17 2 (1+1) - 19

PCBs 10 2 (1+1) - 12

Fluoride 10 2 (1+1) - 12

Sulfate/pH 15 2 (1+1) - 17

Cation Exchange Capacity

2 - - 2

% Clay 2 - - 2

Groundwater Wells

Metals 27 2 (1+1) - 29

TRH/BTEXN/PAH 27 2 (1+1) 3 32

Phenols (halogenated and non halogenated)

9 - - 9

Notes: Metals screen: Sb, B, Ba, Be, As, Cd, Cr, Co, Cu, Hg, Mo, Mn, Pb, Ni, Sn, Se, Ag, V, Zn. * Asbestos will be analysed if any potential fragments are observed.

9.2.2 Further Groundwater Investigation

9.2.2.1 Well locations

A total of eight regional aquifer wells will be completed across the central and southern part of the site following demolition of Buildings 5 and 6. The locations may be moved depending on the results of the soil investigation detailed in Section 9.2.1 above. A perched water well is also proposed along the western boundary of Building 5 to delineate the extent of fill and impacted perched water within the former Building 6A area.

9.2.2.2 Well installation

The regional aquifer wells will be installed as per Sections 9.1.2.2 and 9.1.2.3 above. The perched water well will be extended to the base of fill material only, with the depth to be confirmed during drilling. Soil analysis will be completed from each of the wells as detailed in Table 15. Additional wells maybe required deepening on the results of the further soil and groundwater investigations. The new wells will be surveyed as per Section 9.1.2.5 above.

9.2.3 Groundwater sampling We have allowed for one round of sampling of the new and existing monitoring wells (25 wells in total) at this stage. This data will provide the pre remediation groundwater conditions. Further rounds of groundwater sampling will be required following remediation works at the site, which will be detailed in the Clean Up Plan, further discussed in Section 10 below. The groundwater sampling and QA/QC requirements will be completed as per Sections 9.1.2.6 and 9.1.2.7 above.

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9.2.4 Laboratory analysis program The primary laboratory for the groundwater investigation program will be ALS Environmental, with Eurofins selected as a secondary laboratory. The proposed analysis schedule is based on contaminants of concern for the site, and elevated concentrations reported in soil and groundwater during previous investigations. The schedule will be amended as required based on any visual or olfactory evidence of contamination in the field during sampling. If NAPL is identified, samples will also be collected for product confirmation and density testing if sufficient volume is available. A summary of the proposed analytical schedule is provided in Table 16 below. Table 16 Proposed Groundwater Investigation Laboratory Program

Analyte Primary samples Duplicate and split samples

Rinsate Samples

Trip Blank Samples

Total

TRH/BTEXN 25 4 (2+2) 6 6 41

Phenols (halogenated and non halogenated)

25 4 (2+2) 6 - 35

Metals 25 4 (2+2) 6 - 35

HVOLs 25 4 (2+2) 6 - 35

PAH 25 4 (2+2) 6 - 35

OCP/OPP/PCB 25 4 (2+2) 6 - 35

Nitrogen screen* 25 4 (2+2) 6 - 35

Dissolved methane

25 4 (2+2) 6 - 35

Fluoride 25 4 (2+2) 6 - 35

TDS 25 - - - 25

Major anions and cations (includes sulphate)

25 - - - 25

Notes:

Metals (aluminium, antimony, arsenic, barium, beryllium, boron, cadmium, chromium, cobalt, copper, iron, lead, manganese,

mercury, molybdenum, nickel, selenium, silver, tin and zinc).

* Nitrite, nitrate, ammonia and total nitrogen (as N).

9.3 Soil Vapour Investigation A soil vapour investigation will be completed following soil remediation works that will be required at the site to support a Clean Up To The Extent Practicable (CUTEP) submission. The scope of the soil vapour investigation developed will be based on findings of the further soil and groundwater investigations, and will be detailed in the Clean Up Plan. At this stage, it is envisaged that the investigation is likely to include six soil vapour probes targeting the proposed basement area, two rounds of sampling using TO-15 for TRH, VOCs and general gases (methane and carbon dioxide for assessment of landfill gas risk), a Tier 1 risk assessment, and likely a site specific Tier 2 risk assessment to determine requirements for any gas mitigation measures.

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10 Reporting

The scope and results of the further soil, landfill gas and groundwater investigations will be provided following each stage of works for your review. Following the additional works detailed above, Compass Environmental will prepare a Clean Up Plan to be approved by yourself prior to submitting to EPA Victoria on 14 December 2020, as per the Notice requirements. The Clean Up Plan will provide a detailed discussions of investigation results, updated conceptual site model, clean up goals, methodology for remediation and validation, anticipated clean up dates, reporting requirements during remediation works, scope and methodology for post remediation groundwater sampling to support a CUTEP submission, soil vapour investigation and modelling, and anticipated completion date of clean up. Update reports will also be prepared to comply with the Notice. It is important to note that based on existing data significant soil and groundwater remediation works will be required across the central and southern portion of the site beneath Buildings 5 and 6 to comply with the Notice and relevant EPA Publications, which can only be completed following full demolition works of the current structures. Please do not hesitate to call either of the undersigned should you have any questions regarding this information.

For and on behalf of COMPASS ENVIRONMENTAL PTY LTD

Figures Appendix A – Planning and Property Reports Appendix B – Clean Up Notice Appendix C – Groundwater Resource Report Appendix D – WMIS Database Search Appendix E – Development Plans Appendix F – Photographs Appendix G – Compass Environmental Tabulated Soil Results Appendix H – Compass Environmental Tabulated Groundwater Results

Stephen Harvey Senior Environmental Scientist

Margaret Mazur Principal Environmental Hydrogeologist

Figures

Appendix A – Planning and Property Reports

Property Report from www.land.vic.gov.au on 06 March 2020 11:12 AM

Lot and Plan Number: Lot CM3 PS631815 Address: 8-10 POTTERY COURT BRUNSWICK 3056Standard Parcel Identifier (SPI): CM3\PS631815Local Government (Council): MORELAND Council Property Number: NCPRDirectory Reference: Melway 29 E8

Note: There are 57 properties identified for this site.These can include units (or car spaces), shops, or part or whole floors of a building.Dimensions for these individual properties are generally not available.

This parcel is not in a designated bushfire prone area.No special bushfire construction requirements apply. Planning provisions may apply.

Further information about the building control system and building in bushfire prone areas can be found in the Building Commission section of the Victorian Building Authority website www.vba.vic.gov.au

Site DimensionsAll dimensions and areas are approximate. They may not agree with the values shown on a title or plan.

Area: 9187 sq. mPerimeter: 519 m

For this parcel:

Site boundaries

Road frontages

Dimensions for individualparcels require a separatesearch, but dimensions forindividual units are generallynot available.

31 dimensions shorter than 5mnot displayed

Calculating the area from thedimensions shown may give adifferent value to the areashown above - which has beencalculated using all thedimensions.

For more accurate dimensionsget copy of plan atTitle and Property Certificates

Copyright © - State Government of VictoriaDisclaimer: This content is provided for information purposes only. No claim is made as to the accuracy or authenticity of thecontent. The Victorian Government does not accept any liability to any person for the information provided.Read the full disclaimer at www.land.vic.gov.au/home/copyright-and-disclaimer

Lot-CM3-PS631815-DETAILED-PROPERTY-REPORT Page 1 of 3

State ElectoratesLegislative Council: NORTHERN METROPOLITANLegislative Assembly: BRUNSWICK

UtilitiesRural Water Corporation: Southern Rural WaterMelbourne Water Retailer: Yarra Valley WaterMelbourne Water: inside drainage boundaryPower Distributor: CITIPOWER (Information about choosing an electricity retailer)

Planning Zone SummaryPlanning Zone: MIXED USE ZONE (MUZ)

SCHEDULE TO THE MIXED USE ZONE (MUZ)

Planning Overlays: DEVELOPMENT CONTRIBUTIONS PLAN OVERLAY (DCPO)

DEVELOPMENT CONTRIBUTIONS PLAN OVERLAY - SCHEDULE 1 (DCPO1)

DEVELOPMENT PLAN OVERLAY (DPO)

DEVELOPMENT PLAN OVERLAY - SCHEDULE 3 (DPO3)

ENVIRONMENTAL AUDIT OVERLAY (EAO)

HERITAGE OVERLAY (HO)

HERITAGE OVERLAY SCHEDULE (HO63)

PARKING OVERLAY (PO)

PARKING OVERLAY - PRECINCT 1 SCHEDULE (PO1)

Heritage Register: VHR H0703 - FORMER HOFFMAN BRICKWORKS

Planning scheme data last updated on 4 March 2020.

A planning scheme sets out policies and requirements for the use, development and protection of land. This report provides information about the zone and overlay provisions that apply to the selected land.Information about the State and local policy, particular, general and operational provisions of the local planning scheme that may affect the use of this land can be obtained by contacting the local council or by visiting Planning Schemes Online

This report is NOT a Planning Certificate issued pursuant to Section 199 of the Planning and Environment Act 1987.It does not include information about exhibited planning scheme amendments, or zonings that may abut the land. To obtain a Planning Certificate go to Titles and Property Certificates

The Planning Property Report includes separate maps of zones and overlays

For details of surrounding properties, use this service to get the Reports for properties of interest

To view planning zones, overlay and heritage information in an interactive format visit Planning Maps Online

For other information about planning in Victoria visit www.planning.vic.gov.au

Heritage Register data last updated on 2 March 2020.

This report is NOT a Heritage Certificate issued pursuant to Section 50 of the Heritage Act 1995. It does not show places which may be under consideration for inclusion in the Victorian Heritage Register.

For more information on the Victorian Heritage Register go to Victorian Heritage Database

Other information about the heritage status of this property, how to obtain a Heritage Certificate,and any heritage approvals that may be required, may be obtained from Heritage Victoria

Copyright © - State Government of VictoriaDisclaimer: This content is provided for information purposes only. No claim is made as to the accuracy or authenticity of thecontent. The Victorian Government does not accept any liability to any person for the information provided.Read the full disclaimer at www.land.vic.gov.au/home/copyright-and-disclaimer

Lot-CM3-PS631815-DETAILED-PROPERTY-REPORT Page 2 of 3

Area Map

Copyright © - State Government of VictoriaDisclaimer: This content is provided for information purposes only. No claim is made as to the accuracy or authenticity of thecontent. The Victorian Government does not accept any liability to any person for the information provided.Read the full disclaimer at www.land.vic.gov.au/home/copyright-and-disclaimer

Lot-CM3-PS631815-DETAILED-PROPERTY-REPORT Page 3 of 3

Appendix B – Clean Up Notice

ENVIRONMENT PROTECTION ACT 1970 SECTION 62A

CLEAN UP NOTICE

Dean Rzechta SUNGROVE CORPORATION PTY LTD Level 1, 1127 High Street ARMADALE VIC 3143

TO: SUNGROVE CORPORATION PTY LTD

ADDRESS: Level 1, 1127 High Street, ARMADALE VIC 3143

PREMISES: Buildings 5 and 6, 72-106 Dawson Street, BRUNSWICK VIC 3056

LEGAL REFERENCE: EP Act 1970 s.62A(1) Clean up and ongoing management measures required

Who we are: Environment Protection Authority (EPA) Victoria is an independent statutory authority established under the Environment Protection Act 1970 (the EP Act). Our purpose is to protect and improve our environment by preventing harm to the environment and human health. Why we serve remedial notices: Remedial notices are served to prevent or remedy actual or likely pollution, environmental hazards and a range of non-compliances with the EP Act. What you are required to do: Section 62A(1) of the EP Act requires you to comply with the requirements in this notice with one or more actions to prevent or remedy an actual or likely non-compliance. Under section 60A(1), if someone plans to take control of your premises, you must notify them of this notice and your progress towards compliance. When you are required to act: Immediately, from the date below. If you want compliance dates extended: An application to extend a compliance date listed in Section 3 of this notice must be received at least 10 working days prior to the compliance date. Application forms, available at www.epa.vic.gov.au/business-and-industry/forms must be addressed to the Manager of the EPA office listed on this notice with the subject line: “Notice amendment application”. Your served notice remains legally binding until EPA advises of any change. Refer to the Remedial notices policy (publication 1418) for further information on amendment applications. What happens if you don't comply: If found guilty of contravening a requirement of this notice, you may be ordered to pay a fine of up to 2400 penalty units ($396,528). What your review rights are: An application for review of this notice can be made to EPA and/or the Supreme Court. Applications for an EPA review must be made within 7 calendar days from the notice issue date (below). Application forms are available at www.epa.vic.gov.au/business-and-industry/forms, or from our offices. For more information on your review rights, refer to the Remedial notice review policy (publication 1531) or contact us on 1300 EPA VIC (1300 372 842). For the purpose of this notice 'You' means the recipient of this notice and 'Premises' means the site at the premises address, as identified above.

Paul Stacchino

DELEGATE OF THE ENVIRONMENT PROTECTION AUTHORITY

DATE OF ISSUE: 03/02/2020

SECTION 62A CLEAN UP NOTICE

Notice ID: 90010613 EPA Victoria T: 1300 EPA VIC (1300 372 842) E: contact@epa.vic.gov.au Page 2 of 10

NOTICE STRUCTURE

1 EPA OBSERVATIONS

This section details what was observed during the inspection.

2 REASONS FOR VIEW FORMED

This section interprets the observations and articulates why the authorised officer believes a clean up notice should be issued in accordance with section 62A of the EP Act.

3 REQUIREMENTS - WHAT OUTCOMES ARE REQUIRED TO COMPLY?

Considering the view that has been formed, this section lists the requirements or actions to address the environmental risk(s) or impact(s).

4 AN EXAMPLE OF HOW YOU CAN COMPLY

This section provides an example of how you may achieve compliance with the requirements of this notice.

SECTION 62A CLEAN UP NOTICE

Notice ID: 90010613 EPA Victoria T: 1300 EPA VIC (1300 372 842) E: contact@epa.vic.gov.au Page 3 of 10

1 EPA OBSERVATIONS

1.1 EPA reviewed a report titled “DRAFT Review of Environmental Condition Buildings 5, 6A and 6, Former Hoffman Brickworks, 72 – 106 Dawson Street Brunswick Victoria” which was prepared for Hoffman Brickworks Pty Ltd, prepared by Compass Environmental Pty Ltd, dated 8 July 2015. The report outlined the following: 1.1.1 Read that Compass Environmental has been engaged by Hoffman Brickworks Pty Ltd to undertake a review of the environmental condition of Buildings 5, 6A and 6 (“the premises”) at the former Hoffman Brickworks site located at 72-106 Dawson Street, Brunswick VIC (page 8). 1.1.2 Read that the residential development of the remainder of the former Hoffman Brickworks site had been completed under five previous Environmental Audits, as listed below: 1.1.2.1 Statement 51415-4 Part of Lot S, Stage 1, Former Hoffman Brickworks Brunswick, Victoria, 16 October 2012 undertaken by Mr Luke Cattlin of Tonkin and Taylor. 1.1.2.2 Statement 51415-3 Lot O Stage 2 Area, Former Hoffman Brickworks Brunswick, Victoria, 18 Apr 2005 undertaken by Mr Jim Mantle of PB. 1.1.2.3 Statement 51415-2 Lot N Stage 2 Area, Former Hoffman Brickworks Brunswick, Victoria, 02 Mar 2004 undertaken by Mr Jim Mantle of PB. 1.1.2.4 Statement 51415-1 Lot L Stage 2 Area, Former Hoffman Brickworks Brunswick, Victoria, 29 Dec 2003, undertaken by Mr Jim Mantle of PB. 1.1.2.5 Statement 40625-1 Lots A-D, Former Hoffman Brickworks Brunswick, Victoria, 19 Jul 2002 undertaken by Mr Phil Sinclair of Coffey Environments (page 10). 1.1.3 Read that the premises include a former brick pressing shed (known as Building 5) and a former steam engine house (known as Building 6). A grinding shed (known as Building 6A) was previously located immediately north of Building 6 and east of Building 5 (page 10). 1.1.4 Read that Building 5 represented the former brick pressing shed, which comprised a tall gabled structure built in 1884 surrounded by lean-to extensions. It was noted that nine brick presses, which operated to the Bradley and Craven principal, were located on the ground floor of the building, which dated from the 1920s, 1960s and 1970s. Seven of the presses showed evidence of the original use of steam power, including large fly wheels. Two presses in the northern part of the building were installed in the 1970s (page 10). 1.1.5 Read that all presses were operated by electric motors and the upper level of Building 5 contained a system of conveyor belts and hoppers to feed the brick presses below (page 10-11). 1.1.6 Read that Building 6 was constructed between 1904 and 1909. It was noted that this building was labelled on a 1942 plan as a ‘store’ and on a 1958 plan as a ‘machine room’. Adjacent to the west side of this building was the boiler house (Building 8). A former substation was located to the south of the building (page 11). 1.1.7 Read that Building 6A was partially constructed prior to 1904 and was demolished post 2000. It was noted that the building contained an edge runner mill and a range of hoppers and conveyors used for transporting the clay from storage in Building 9 (immediately west) to mills for grinding and then into hoppers and brick presses in Building 5 (page 11). 1.1.8 Read that Building 6A was reported to have had an earth floor (page 11). 1.1.9 Read that anecdotal information indicated that by the 1960s there was an earth pit occupying most of the area immediately adjacent to the building which included the clay crushing machines (which appears to refer to Building 6A). The earth pit encompassed part of Lot O immediately north of Building 5 and 6A (page

SECTION 62A CLEAN UP NOTICE

Notice ID: 90010613 EPA Victoria T: 1300 EPA VIC (1300 372 842) E: contact@epa.vic.gov.au Page 4 of 10

11). 1.1.10 Read that the clay crushing machines were reported to have been water-cooled and runoff sludge from the machines drained into the pit. The sludge contained lubricating oils and diesel from the machines. With the decline in processing of raw clay, the pit was filled with waste bricks and other fill of unknown origin (page 11). 1.1.11 Read that Investigations completed at the site have identified a layer of heterogeneous fill extending to depths ranging generally between 1.0 and >2.0 m beneath Building 5 and 6, with deeper filling up to 6 m identified beneath the former Building 6A (page 12). 1.1.12 Read that the fill has been described to typically comprise silty and sandy clays and clayey sands with crushed rock, brick, concrete fragments and charcoal, with a layer of sandy gravel with slag and crushed brick (page 13). 1.1.13 Read that perched water was encountered within the fill beneath Building 5 and 6A (page 13). 1.1.14 Read that based on the available well network, the groundwater flow was interpreted to be predominantly in a south and south-westerly direction. It was noted that the overall direction of groundwater flow was consistent with the fall of the land to the south and southwest towards Moonee Ponds Creek (page 13). 1.1.15 Read that previous assessments showed widespread contamination by petroleum and polyaromatic hydrocarbons within the fill and the underlying natural soils. It was noted that these impacts were likely to be sourced from brick manufacturing operations, including oil leaks from brick presses and associated sumps and disposal of contaminated waste waters with oils and diesel into a former pit beneath Building 6A (page 17). 1.1.16 Read that Total Recoverable Hydrocarbons (TRH) >C9 concentrations of up to 135,700 mg/kg and Polyaromatic Hydrocarbons (PAH) concentrations of up to 1,600 mg/kg (naphthalene up to 900 mg/kg) were identified in the fill (page 17). 1.1.17 Read that petroleum hydrocarbon impacts were found to extend to a depth of at least 5 m into the natural soils in some areas of the premises (page 17). 1.1.18 Read that during drilling contaminated perched water and non-aqueous phase liquids (NAPL) was observed at locations B22, B23, B57, B58, B59 and B60 within Building 5, with its presence further confirmed by standpipes installed at B58 and B60 (page 17). 1.1.19 Read that the laboratory analysis data indicated a more widespread presence of NAPL (potentially in a residual form) also within Building 6, based on concentrations of petroleum hydrocarbons that exceeded hydrocarbon saturation limits (page 17). 1.1.20 Read that the presence of NAPL beneath Building 5 and 6 is consistent with the observed evidence of NAPL seepage from building foundations along Dawson Street footpath. It was noted that there was evidence of NAPL during drilling of bore B46 (GW14), immediately south of Building 5 and 6, from 13.5 to the base of the bore at 14.65 m bgl (page 17). 1.1.21 Read that the NAPL present in the fill underlying the site, which includes a dense non-aqueous phase liquids (DNAPL), poses a high risk to the underlying groundwater. It was noted that the existing soil data shows evidence of significant downward contaminant movement into the underlying natural soils, with the presence of DNAPL confirmed in two regional wells, which were identified as GW11 and GW14 (page 17). 1.1.22 Read that the NAPL represents an ongoing source of groundwater impacts (page 17).

SECTION 62A CLEAN UP NOTICE

Notice ID: 90010613 EPA Victoria T: 1300 EPA VIC (1300 372 842) E: contact@epa.vic.gov.au Page 5 of 10

1.1.23 Read that the remaining DNAPL reservoir within the fill is expected to continue to slowly migrate downwards unless it is removed, with the proposed re-development works increasing the risk of DNAPL mobilisation (page 17). 1.1.24 Read that there was no access for a drill rig capable of installing groundwater wells within the existing Buildings 5 and 6 and therefore no groundwater data is available for these areas (page 17). 1.1.25 Read that the perched water well GW12 showed measured NAPL thickness of 0.02 m. NAPL was also observed during gauging and sampling of the regional aquifer well GW11 (with both the interface probe and bailer covered by thick product), it was noted that the thickness could not be measured (page 18). 1.1.26 Read that the laboratory analysis of groundwater beneath the LNAPL showed TRHC10-C14 of 12 mg/L, TRHC15-C28 of 37 mg/L and TRHC29-C36 of 6.1 mg/L. Detectable MAH compounds at GW12 included ethylbenzene of 0.001 mg/L, xylenes of 0.003 mg/L and 1,2,4-trimethylbenzene of 0.003 mg/L. Associated with the elevated petroleum hydrocarbon concentrations at this location were elevated concentrations of PAH was a low detectable phenol concentration of 0.001 mg/L (page 18). 1.1.27 Read that groundwater monitoring well GW14 detected a hydrocarbon odour during sampling and a detectable concentration of polyaromatic hydrocarbons was reported (page 18). 1.1.28 Read that the groundwater also showed elevated concentrations of some metals (arsenic, boron, chromium, copper, iron, lead, manganese, nickel, mercury, selenium and zinc) generally above the adopted water quality criteria for the protection of aquatic ecosystems. Iron and manganese at some locations exceeded the adopted water quality criteria for the protection of primary contact recreation (page 18). 1.1.29 Read that there was a widespread presence of viscous heavy/tarry oil NAPL that was identified within the fill layer below Building 5, 6 and 6A. Laboratory analysis of bore B57 showed the product composition to include TPH C9 to C32 fractions (with dominant fractions in the range of C10 to C22), various polyaromatic hydrocarbon compounds, which were mainly anthracene, fluorene, naphthalene and phenathrene (page 18). 1.1.30 Read that benzene, toluene, ethylbenzene and xylene (BTEX) compounds were generally below the laboratory reporting limit of 1 mg/kg, with only very minor concentrations of ethylbenzene and xylenes detected (page 18). 1.1.31 Read that no polychlorinated biphenyl (PCBs) have been detected at the premises (page 18). 1.1.32 Read that gauging and sampling of well GW11 in 2014 showed the presence of 15 mm of LNAPL floating on the top of the water column and almost 0.9 m of DNAPL at the base of the well (page 19). 1.1.33 Read that the following exceedances of the adopted water quality criteria have been identified, suggesting potential risk to the protected beneficial uses of the groundwater: 1.1.33.1 Maintenance of ecosystems: petroleum hydrocarbons (including NAPL), naphthalene, arsenic, boron, chromium, copper, lead, mercury, nickel, selenium and zinc. 1.1.33.2 Primary contact recreation: petroleum hydrocarbons (including NAPL), sodium, chloride, sulphate, iron and manganese. 1.1.33.3 Stock water: petroleum hydrocarbons (including NAPL). 1.1.33.4 Industrial water: petroleum hydrocarbons (including NAPL). It is noted that this beneficial use is likely to be also precluded by natural groundwater salinity levels. 1.1.34 Read that the identified NAPL and associated dissolved concentrations of petroleum hydrocarbons and naphthalene, potentially preclude all of the protected extractive beneficial uses of the groundwater (page

SECTION 62A CLEAN UP NOTICE

Notice ID: 90010613 EPA Victoria T: 1300 EPA VIC (1300 372 842) E: contact@epa.vic.gov.au Page 6 of 10

21). 1.1.35 Read that the identified NAPL and dissolved hydrocarbon impacts within the regional aquifer may potentially affect the beneficial uses of the surrounding land, mainly via vapour intrusion pathway (page 21). 1.1.36 Read that the contamination is deemed as a high risk classification for NAPL, contaminated perched water and adsorbed hydrocarbon contamination present within the fill and potentially underlying natural clays across the site, which pose potentially unacceptable risk to on-site and off-site human receptors (mainly via vapour intrusion and seepage to adjacent structures), underground services and the underlying regional groundwater (due to downward migration of contaminants, with higher risk of downward mobilisation due to subsurface construction works (page 26). 1.1.37 Read that the most effective option for removal of NAPL that is present within the upper soil profile in the fill material underlying the site would be excavation of the entire site to depths ranging as a minimum between 2 and 6 m below ground level. It was also noted that there would be an area where a number of in-situ options could potentially be adopted for the removal of NAPL they would not likely be effective given the properties of NAPL and the high heterogeneity and limited permeability of the fill matrix (page 34). 1.1.38 Read that the removal of NAPL from the aquifer matrix is likely not to be practicable (as any in-situ method will experience similar technical limitations as listed above), which further emphasises the need to remove NAPL from the overlying soils and limit further impacts. The management requirements for NAPL within the aquifer and associated dissolved groundwater contamination will need to be considered in the context of the extent of the impacts (currently unknown) and associated risks (page 34).

SECTION 62A CLEAN UP NOTICE

Notice ID: 90010613 EPA Victoria T: 1300 EPA VIC (1300 372 842) E: contact@epa.vic.gov.au Page 7 of 10

2 REASONS FOR VIEW FORMED

Buildings 5 and 6 is located at 72-106 Dawson Street, BRUNSWICK ("the premises") is the remaining section of land requiring a 53X Audit under the Environment Protection Act 1970. The 53X Audit was undertaken as a staged audit, with sections assessed, cleaned up and verified as suitable for residential land use. The premises formed part of the former Hoffman Brickworks which operated from 1884 and included a former brick pressing shed (known as Building 5), a former steam engine house (known as Building 6) and a grinding shed (known as Building 6A). No clean-up works have been undertaken and further assessment and clean-up is required. Historically, there was an earth pit occupying most of the area immediately adjacent to Building 6, which included the clay crushing machines. The earth pit encompassed part of the area north of Building 5 and 6A. Building 5 represented the former brick pressing shed, which comprised a tall gabled structure built in 1884 surrounded by lean-to extensions. It was noted that nine brick presses, were located on the ground floor of the building, of which seven of the presses showed evidence of the original use of steam power, including large fly wheels. The premises is contaminated by petroleum and polyaromatic hydrocarbons within the fill layer and the underlying natural soils. It was noted that these impacts were likely to be sourced from brick manufacturing operations, including oil leaks from brick presses and associated sumps and disposal of contaminated waste waters with oils and diesel into a former pit beneath Building 6A. Contaminated perched water and non-aqueous phase liquids (NAPL) was observed in groundwater monitoring wells at the premises and the NAPL represents an ongoing source of groundwater impacts. The following protected beneficial uses of the groundwater have been precluded which includes maintenance of ecosystems for petroleum hydrocarbons (including NAPL), naphthalene, arsenic, boron, chromium, copper, lead, mercury, nickel, selenium and zinc. The stock water for petroleum hydrocarbons (including NAPL) and primary contact recreation for petroleum hydrocarbons (including NAPL), sodium, chloride, sulphate, iron and manganese have precluded the beneficial uses of groundwater.

On this basis, and considering the observations previously stated, I have formed a view and I am satisfied that you are the occupier of the premises upon or from which pollution has occurred or been permitted to occur, as per section 62A(1)(a) of the EP Act.

In order to address this, you must take the clean up and ongoing management measures listed in this notice.

Hjordi Russell AUTHORISED OFFICER EPA Metropolitan West EPA Victoria DATE OF ISSUE: 03/02/2020

SECTION 62A CLEAN UP NOTICE

Notice ID: 90010613 EPA Victoria T: 1300 EPA VIC (1300 372 842) E: contact@epa.vic.gov.au Page 8 of 10

3 REQUIREMENTS - WHAT OUTCOMES ARE REQUIRED TO COMPLY?

General Requirements

CONFIRM ENGAGEMENT OF AN ENVIRONMENTAL AUDITOR 3.1 By 24 February 2020, you must supply to the EPA, addressed to the authorised officer listed on page 7 of this notice, confirmation in writing that you have engaged an EPA-appointed Environmental Auditor to: a) undertake an environmental audit of the premises in accordance with section 53 of the Act; b) verify the Sampling Analysis Quality Plan (SAQP) as per requirement 3.3 below; and c) verify a clean up plan as per requirement 3.4 below. AUDITOR-VERIFIED SAMPLING ANALYTICAL AND QUALITY PLAN 3.2 By 27 April 2020, you must, in writing to the authorised officer listed on page 7 of this notice, submit a Sampling Analysis Quality Plan (SAQP), verified by an EPA-appointed Environmental Auditor, that details the staging of environmental investigation and assessment activities for soil and groundwater at and from the premises, in accordance with the National Environment Protection (Assessment of Site Contamination) Measure 1999, in particular Schedule B1 Guideline on Investigation Levels for Soil and Groundwater and Schedule B2 Guideline on Site Characterisation. The SAQP should include: (a) a soil sampling plan based on the site history at a sampling density consistent with “AS 4482.1, Australia Standard Guide to the sampling and investigation of potentially contaminated soil. Part 1: Non-volatile and semi-volatile compounds”; and (b) groundwater sampling consistent with “EPA Publication 669 – Groundwater Sampling Guidelines”. AUDITOR-VERIFIED CLEAN UP PLAN 3.3 By 14 December 2020, you must submit to EPA for approval, a Clean-Up Plan (CUP) to remediate contamination identified in the soil and ground water areas of the premises following the sampling conducted in accordance with the SAQP and restore beneficial use of the premises to the extent practicable, which includes: a) clean-up goals b) plans, including dates, on the removal or remediation of contaminants on and extending beyond the boundary of the premises c) details of contingency plans and associated monitoring programs and reporting dates d) anticipated completion date of clean-up e) verification by an EPA-Appointed Auditor ENVIRONMENTAL AUDITOR TO PREPARE AUDIT REPORT 53X 3.4 By 22 March 2023, you must supply to EPA an environmental audit report, prepared in accordance with section 53X of the Act. Accompanying this report must be either: a) a Certificate of Environmental Audit in accordance with section 53X of the Act; or

SECTION 62A CLEAN UP NOTICE

Notice ID: 90010613 EPA Victoria T: 1300 EPA VIC (1300 372 842) E: contact@epa.vic.gov.au Page 9 of 10

b) a Statement of Environmental Audit in accordance with section 53X of the Act.

Reporting Requirements

PROGRESS REPORTING 3.5 By 1 March 2021, submit to EPA in writing to the authorised officer listed on page 7, a written progress report in relation to requirements of this notice, and every six months thereafter until the audit report as per requirement 3.4 (the final audit report) is completed, [including on 1 September 2021; 1 March 2022; 1 September 2022; 1 March 2023], which reports must include, but not be limited to: a) Summary of all groundwater monitoring results; b) Summary of all soil sampling results; c) Summary of any actions undertaken as part of the Clean Up Plan; d) Summary of any additional works required to complete the section 53X audit for the premises; and e) Each such progress report must be verified by the EPA-Appointed Environmental Auditor. FINAL REPORTING 3.6 By 31 March 2023, submit to EPA in writing to the authorised officer listed on page 7, provide a report (including any documentation relating to the summaries of the sampling results and summary of actions and additional works as specified in requirement 3.5) that: a) specifies how the clean up or on-going management of the premises has been or is likely to be achieved, and b) is signed by your managing director, most senior executive, or a person authorised to sign on behalf of the notice recipient.

SECTION 62A CLEAN UP NOTICE

Notice ID: 90010613 EPA Victoria T: 1300 EPA VIC (1300 372 842) E: contact@epa.vic.gov.au Page 10 of 10

4 AN EXAMPLE OF HOW YOU CAN COMPLY

One way of achieving compliance with this notice would be to: 4.1 By the date specified in requirement 3.1, submit to EPA in writing to the authorised officer listed on page 7, engage an EPA environmental auditor who is able to perform an environmental audit in accordance with section 53X, verify the SAQP as per requirement 3.3 and the Clean up Plan as per requirement 3.4; and verify that engagement in writing to the EPA. 4.2 By the date specified in requirement 3.2: a) engage a suitably qualified person with experience in assessing contaminated land and groundwater (the engaged person) to prepare a Sampling and Analysis Quality Plan (SAQP) in accordance with the National Environment Protection (Assessment of Site Contamination) Measure 1999, in particular Schedule B1 Guideline on Investigation Levels for Soil and Groundwater and Schedule B2 Guideline on Site Characterisation; and b) submit to EPA in writing to the authorised officer listed on page 7 the SAQP completed by the engaged person, which should: i) be verified by an EPA-appointed Environmental Auditor; details on how to appoint an auditor can be found on the EPA website: http://www.epa.vic.gov.au/our-work/environmental-auditing/environmental-auditors/list-of-environmental-auditors; ii) include a soil sampling plan based on the site history at a sampling density consistent with “AS 4482.1, Australia Standard Guide to the sampling and investigation of potentially contaminated soil. Part 1: Non-volatile and semi-volatile compounds”; and iii) include groundwater sampling consistent with “EPA Publication 669 – Groundwater Sampling Guidelines”. 4.3 By the date specified in requirement 3.3, submit to EPA in writing to the authorised officer listed on page 7, a written Clean Up Plan that details the level and extent of contamination in soil and groundwater areas of the premises and the plan to remediate, clean-up and/or monitor these areas, verified by an EPA-appointed Environmental Auditor 4.4 By the date specified in requirement 3.4, submit to EPA in writing to the authorised officer listed on page 7, an environmental audit report for the premises that has been overseen by an EPA-Appointed Environmental Auditor and that has been prepared in accordance with Section 53X of the Act. This could include, but not be limited to, verification of contamination levels at the premises, and confirmation of clean-up activities undertaken at the premises. 4.5 By the dates and at the intervals specified in requirement 3.5, submit to EPA in writing to the authorised officer listed on page 7, a report detailing the progress against the requirements of this notice, including the results of any assessment, remediation and/or monitoring, and an indication of additional works required to complete the 53X audit for the premises. 4.6 By the date specified in requirement 3.6, submit to the authorised officer listed on page 7, a final report detailing how you achieved compliance with this notice. This should include supporting documentation which verifies actions taken to comply with this notice and specifies how the clean-up or on-going management of the premises has been or is likely to be achieved.

Appendix C – Groundwater Resource Report

Groundwater Resource Report

VICGRID94 Easting: 2495778 Northing: 2414540Groundwater catchment: East Port Phillip BayDepth to water table: < 5m Water table salinity (mg/L): 3501 - 7000

0 - 6UTAF Upper Tertiary Aquifer (fluvial)sand, gravel and clay 1001 - 3500

6 - 7LTA Lower Tertiary Aquifersand, gravel, clay and silt, minor coal 3501 - 13000

7 - 207

BSE Mesozoic and Palaeozoic Bedrock (basement)sedimentary (fractured rock): Sandstone, siltstone, mudstone, shale. Igneous (fractured rock): includes volcanics, granites, granodiorites.

1001 - 3500

Department of Environment, Land, Water & Planning Southern Rural Water CorporationFor further information about this report contact: For further information on groundwater licensing in this area contact:

Email: ground.water@delwp.vic.gov.au Phone: 1300 139 510Email: srw@srw.com.auWebsite: www.srw.com.au

Groundwater layers(Aquifers and Aquitards)

Depth below surface(m)

Groundwater salinity(mg/L)

There are no GMUs at this location

Printed: 06 March 2020Date Updated: 11 January 2019

Disclaimer

This publication may be of assistance to you but the State of Victoria and its employees do not guarantee that the publication is without flaw of any kind or is wholly appropriate for your particular purposes and therefore disclaims all liability for any error, loss or other consequence which may arise from you relying on any information in this publication.

IntroductionGroundwater is part of the water cycle. When rain or snow falls on land, some of it evaporates, some flows to streams and rivers, and some seeps into the soil. Some of the water in the soil is used by plants but some continues to move down through the soil and rock until all the pores and cracks are full of water. This is known as the water table and this water is called groundwater.Groundwater is a finite resource that, like surface water, is allocated under the Water Act (1989). A Bore Construction Licence is required to drill for groundwater including for domestic and stock purposes. Taking and using groundwater for commercial or irrigation purposes requires an additional licence.Purpose of this reportThis report has been prepared to provide potential groundwater users with basic information about groundwater beneath their property. This includes the different geological layers, the depths of the layers and the salinity of groundwater in the layers. Information on the groundwater management units (GMU) and any associated caps on the volume that can be licensed (the PCV) are also provided.Definitions and context

How to read this report

Term DescriptionGroundwater Catchment An identified area of the State within which groundwater resources are connected.

The VICGRID 94 coordinates of the spot that was selected on the interactive map.Easting / NorthingIndicates the possible concentration of salts within the groundwater. The salt content indicates the possible uses of the water (see the Beneficial Use Table below). Fertilisers and other contaminants can also enter groundwater and affect its use. It is up to you to make sure that the groundwater you use is suitable for your purpose.

Groundwater Salinity

An aquifer is a layer of soil or rock which stores usable volumes of groundwater. Aquifers are generally limestones, gravels and sands, as well as some fractured rocks where the cracks in the rock are open and connected (some basalts, sandstones and limestones). How much water can be pumped from an aquifer depends on how much water is stored in pores and cracks, how well connected the pores and cracks are, and how thick the layer is. It is more likely that volumes of water for irrigation and urban water supply will come from gravels, sands, limestones and basalts that are at least 30 metres thick. Low volumes of water for domestic and stock use are likely from any aquifer greater than 10 metres thick. The advice above is a guide only, as the amount of water available can be highly variable. Actual pumping volumes can only be determined from drilling, appropriate construction and testing of a bore.

Aquifer

An aquitard is a layer of rock or soil that does not allow water to move through it easily, limiting its capacity to supply water. Aquitards are generally silts, clays and fractured rocks (where there are few cracks in the rock or the cracks are poorly connected).

Aquitard

Groundwater ManagementUnit (GMU)

A collective term for groundwater management areas (GMAs) and water supply protection areas (WSPAs). GMAs and WSPAs are defined areas and depths below the surface where rules for groundwater use may apply. WSPAs often have caps on groundwater use and plans describing how the resource is managed. GMAs usually have caps on groundwater use and may have local plans and rules. All other areas are managed directly through the Water Act (1989). Always check with your local Rural Water Corporation to be sure that the information on the GMU is correct for your specific location.

Permissible ConsumptiveVolume (PCV)

A cap that is set under the Water Act (1989) declaring the total volume of groundwater that may be taken from the area. Once the PCV is reached, no additional extraction can be licensed for use within the area unless traded from another groundwater licence holder.

Depth to Water Table This is an indication of the depth at which groundwater might first be encountered when drilling a bore. The depth can vary from year to year, and from place to place and may vary significantly from that indicated in this report.

Accessibility

If you would like to receive this publication in an alternate format, please telephone or email the DELWP Customer Service Centre 136 186, email customer.service@delwp.vic.gov.au, or via the National Relay Service on 133 677 www.relayservice.com.au.© The State of Victoria Department of Environment, Land, Water & Planning 2019

This publication is copyright. No part may be reproduced by any process except in accordance with the provisions of the Copyright Act 1968.

Beneficial Use Table

Printed: 06 March 2020Date Updated: 11 January 2019

Disclaimer

This publication may be of assistance to you but the State of Victoria and its employees do not guarantee that the publication is without flaw of any kind or is wholly appropriate for your particular purposes and therefore disclaims all liability for any error, loss or other consequence which may arise from you relying on any information in this publication.

Appendix D – WMIS Database Search

Bore ID Status Easting Northing Zone

Distance to

nominated point

(m) Date commenced Date completed Use Total depth (m) Screen top (m) Screen bottom (m)140042 Used 319494.2 5817085.2 55 638 21/10/99 21/10/99 GROUNDWATER INVESTIGATION 10 7 10140043 Used 319495.2 5817086.2 55 637 20/10/99 20/10/99 GROUNDWATER INVESTIGATION 10 7 10140044 Used 319496.2 5817087.2 55 635 11/1/00 11/1/00 GROUNDWATER INVESTIGATION 9 6 9310356 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 25.29310357 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 19.01310358 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 19.2310359 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 16.3310360 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 17.67310361 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 10.21310362 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 14.02310363 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 19.2310364 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 8.68310365 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 9.6310366 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 8.53310367 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 8.68310368 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 8.65310369 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 14.32310370 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 15.69310371 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 7.31310372 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 11.12310373 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 4.11310374 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 13.25310375 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 11.27310376 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 16.3310377 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 2.59310378 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 5.63310379 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 13.1310380 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 11.73310381 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 13.22310382 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 18.28310383 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 22.4310384 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 14.78310385 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 5.69310386 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 6.61310387 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 8.07310388 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 6.55310389 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 19.2310390 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 17.83310391 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 16.3310392 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 12.64310393 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 9.6310394 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 8.68310395 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 11.12310396 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 9.6310397 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 10.21310398 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 10.21310399 Used 318912.2 5818405.2 55 986 31/12/52 31/12/52 NON GROUNDWATER 7.16310400 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 7.62310401 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 3.2310402 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 2.43310403 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 4.87310404 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 7.01310405 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 6.4310406 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 4.41310407 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 6.09310408 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 8.53310409 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 8.83310410 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 3.65310411 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 6.7310412 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 4.57310413 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 9.14310414 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 9.75310415 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 7.92310416 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 7.92310417 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 7.92310418 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 10.05

310419 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 4.26310420 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 7.31310421 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 4.26310422 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 4.57310423 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 7.31310424 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 7.01310425 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 4.87310426 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 4.72310427 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 5.48310428 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 4.57310429 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 4.26310430 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 9.6310431 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 3.65310432 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 3.65310433 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 10.66310434 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 21.03310435 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 19.81310436 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 5.18310437 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 3.65310438 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 7.62310439 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 11.27310440 Used 318912.2 5818405.2 55 986 31/12/53 31/12/53 NON GROUNDWATER 7.92310441 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.66310442 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.62310443 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.62310444 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 5.79310445 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.87310446 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 16.76310447 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.62310448 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 6.4310449 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 5.18310450 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 5.79310451 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 9.14310452 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 3.65310453 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.57310454 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.05310455 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 9.14310456 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 16.76310457 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.31310458 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 5.48310459 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 6.09310460 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.62310461 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 11.58310462 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.66310463 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 11.58310464 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.57310465 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 11.27310466 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.66310467 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.57310468 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.57310469 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.57310470 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.57310471 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.57310472 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 2.43310473 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 3.04310474 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 2.74310475 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.05310476 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 5.48310477 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 3.04310478 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 3.04310479 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 3.65310480 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.26310481 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 3.65310482 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 12.49310483 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.87310484 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.01310485 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.62310486 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.62310487 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.36310488 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 9.14310489 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 3.96

310490 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.26310491 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 3.96310492 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 3.35310493 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 6.09310494 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.26310495 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 3.96310496 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 6.09310497 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 5.48310498 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 6.09310499 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 6.7310500 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.26310501 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.26310502 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 13.41310503 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 8.83310504 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 8.22310505 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.01310506 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 4.11310507 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 13.71310508 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 11.73310509 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.97310510 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.05310511 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 8.83310512 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.82310513 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 9.75310514 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 9.9310515 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.36310516 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 11.88310517 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.66310518 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 15.08310519 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.66310520 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 11.58310521 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 10.66310522 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 9.29310523 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 8.83310524 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.62310525 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 6.4310526 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 6.7310527 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.92310528 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 12.49310529 Used 318912.2 5818405.2 55 986 31/12/55 31/12/55 NON GROUNDWATER 7.01310530 Used 318912.2 5818405.2 55 986 31/12/59 31/12/59 NON GROUNDWATER 17.37310531 Used 318912.2 5818405.2 55 986 31/12/59 31/12/59 NON GROUNDWATER 21.33310532 Used 318912.2 5818405.2 55 986 31/12/59 31/12/59 NON GROUNDWATER 13.41310533 Used 318912.2 5818405.2 55 986 31/12/59 31/12/59 NON GROUNDWATER 13.71310534 Used 318912.2 5818405.2 55 986 31/12/59 31/12/59 NON GROUNDWATER 13.1310535 Used 318912.2 5818405.2 55 986 31/12/59 31/12/59 NON GROUNDWATER 22.12310536 Used 318912.2 5818405.2 55 986 31/12/61 31/12/61 NON GROUNDWATER 24.47310537 Used 318912.2 5818405.2 55 986 31/12/61 31/12/61 NON GROUNDWATER 24.38310538 Used 318912.2 5818405.2 55 986 31/12/61 31/12/61 NON GROUNDWATER 27.43310539 Used 318912.2 5818405.2 55 986 31/12/61 31/12/61 NON GROUNDWATER 27.43310540 Used 318912.2 5818405.2 55 986 31/12/61 31/12/61 NON GROUNDWATER 21.64310541 Used 318912.2 5818405.2 55 986 31/12/68 31/12/68 NON GROUNDWATER 22.86310542 Used 318912.2 5818405.2 55 986 31/12/68 31/12/68 NON GROUNDWATER 14.32310543 Used 318912.2 5818405.2 55 986 31/12/68 31/12/68 NON GROUNDWATER 18.28310544 Used 318912.2 5818405.2 55 986 31/12/69 31/12/69 NON GROUNDWATER 14.63310545 Used 318912.2 5818405.2 55 986 31/12/69 31/12/69 NON GROUNDWATER 9.9310546 Used 318912.2 5818405.2 55 986 31/12/69 31/12/69 NON GROUNDWATER 7.31310547 Used 318912.2 5818405.2 55 986 5/4/65 5/4/65 SEC BORES (USE UNIDENTIFIED) 9.14310548 Used 318912.2 5818405.2 55 986 5/4/65 5/4/65 SEC BORES (USE UNIDENTIFIED) 15.24310549 Used 318912.2 5818405.2 55 986 6/4/65 6/4/65 SEC BORES (USE UNIDENTIFIED) 10.67310550 Used 318912.2 5818405.2 55 986 6/4/65 6/4/65 SEC BORES (USE UNIDENTIFIED) 9.14310551 Used 318912.2 5818405.2 55 986 6/4/65 6/4/65 SEC BORES (USE UNIDENTIFIED) 9.91310552 Used 318912.2 5818405.2 55 986 6/4/65 6/4/65 SEC BORES (USE UNIDENTIFIED) 9.14310553 Used 318912.2 5818405.2 55 986 19/1/65 19/1/65 SEC BORES (USE UNIDENTIFIED) 2.29310554 Used 318912.2 5818405.2 55 986 18/1/65 18/1/65 SEC BORES (USE UNIDENTIFIED) 4.57310555 Used 318912.2 5818405.2 55 986 18/1/65 18/1/65 SEC BORES (USE UNIDENTIFIED) 4.57310556 Used 318912.2 5818405.2 55 986 18/1/65 18/1/65 SEC BORES (USE UNIDENTIFIED) 4.57310557 Used 318912.2 5818405.2 55 986 19/1/65 19/1/65 SEC BORES (USE UNIDENTIFIED) 4.57310558 Used 318912.2 5818405.2 55 986 19/1/65 19/1/65 SEC BORES (USE UNIDENTIFIED) 4.57310559 Used 318912.2 5818405.2 55 986 19/1/65 19/1/65 SEC BORES (USE UNIDENTIFIED) 7.01310560 Used 318912.2 5818405.2 55 986 18/1/65 18/1/65 SEC BORES (USE UNIDENTIFIED) 4.57

310561 Used 318912.2 5818405.2 55 986 22/1/65 22/1/65 SEC BORES (USE UNIDENTIFIED) 16.46310562 Used 318912.2 5818405.2 55 986 21/1/65 21/1/65 SEC BORES (USE UNIDENTIFIED) 16.46310563 Used 318912.2 5818405.2 55 986 20/1/65 20/1/65 SEC BORES (USE UNIDENTIFIED) 16.46310564 Used 318912.2 5818405.2 55 986 20/1/65 20/1/65 SEC BORES (USE UNIDENTIFIED) 7.62310565 Used 318912.2 5818405.2 55 986 20/1/65 20/1/65 SEC BORES (USE UNIDENTIFIED) 3.35310566 Used 318912.2 5818405.2 55 986 23/1/65 23/1/65 SEC BORES (USE UNIDENTIFIED) 4.11310567 Used 318912.2 5818405.2 55 986 23/1/65 23/1/65 SEC BORES (USE UNIDENTIFIED) 13.41310568 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 5.49310569 Used 318912.2 5818405.2 55 986 18/8/69 18/8/69 SEC BORES (USE UNIDENTIFIED) 3.66310570 Used 318912.2 5818405.2 55 986 18/8/69 18/8/69 SEC BORES (USE UNIDENTIFIED) 1.83310571 Used 318912.2 5818405.2 55 986 18/8/69 18/8/69 SEC BORES (USE UNIDENTIFIED) 2.44310572 Used 318912.2 5818405.2 55 986 12/5/68 12/5/68 SEC BORES (USE UNIDENTIFIED) 1.83310573 Used 318912.2 5818405.2 55 986 12/5/68 12/5/68 SEC BORES (USE UNIDENTIFIED) 1.07310574 Used 318912.2 5818405.2 55 986 12/5/68 12/5/68 SEC BORES (USE UNIDENTIFIED) 2.06310575 Used 318912.2 5818405.2 55 986 12/5/68 12/5/68 SEC BORES (USE UNIDENTIFIED) 2.44310576 Used 318912.2 5818405.2 55 986 14/4/68 14/4/68 SEC BORES (USE UNIDENTIFIED) 7.47310577 Used 318912.2 5818405.2 55 986 25/3/68 25/3/68 SEC BORES (USE UNIDENTIFIED) 4.42310578 Used 318912.2 5818405.2 55 986 25/3/68 25/3/68 SEC BORES (USE UNIDENTIFIED) 4.42310579 Used 318912.2 5818405.2 55 986 25/3/68 25/3/68 SEC BORES (USE UNIDENTIFIED) 0.76310580 Used 318912.2 5818405.2 55 986 25/3/68 25/3/68 SEC BORES (USE UNIDENTIFIED) 4.42310581 Used 318912.2 5818405.2 55 986 25/3/68 25/3/68 SEC BORES (USE UNIDENTIFIED) 4.27310582 Used 318912.2 5818405.2 55 986 19/3/68 19/3/68 SEC BORES (USE UNIDENTIFIED) 19.81310583 Used 318912.2 5818405.2 55 986 19/3/68 19/3/68 SEC BORES (USE UNIDENTIFIED) 19.81310584 Used 318912.2 5818405.2 55 986 19/3/68 19/3/68 SEC BORES (USE UNIDENTIFIED) 19.81310585 Used 318912.2 5818405.2 55 986 19/3/68 19/3/68 SEC BORES (USE UNIDENTIFIED) 14.86310586 Used 318912.2 5818405.2 55 986 19/3/68 19/3/68 SEC BORES (USE UNIDENTIFIED) 13.91310587 Used 318912.2 5818405.2 55 986 19/3/68 19/3/68 SEC BORES (USE UNIDENTIFIED) 4.57310588 Used 318912.2 5818405.2 55 986 19/3/68 19/3/68 SEC BORES (USE UNIDENTIFIED) 19.81310589 Used 318912.2 5818405.2 55 986 19/3/68 19/3/68 SEC BORES (USE UNIDENTIFIED) 19.81310590 Used 318912.2 5818405.2 55 986 19/3/68 19/3/68 SEC BORES (USE UNIDENTIFIED) 12.95310591 Used 318912.2 5818405.2 55 986 19/3/68 19/3/68 SEC BORES (USE UNIDENTIFIED) 13.14310592 Used 318912.2 5818405.2 55 986 8/6/66 8/6/66 SEC BORES (USE UNIDENTIFIED) 9.14310593 Used 318912.2 5818405.2 55 986 8/6/66 8/6/66 SEC BORES (USE UNIDENTIFIED) 6.1310594 Used 318912.2 5818405.2 55 986 14/2/66 14/2/66 SEC BORES (USE UNIDENTIFIED) 30.48310595 Used 318912.2 5818405.2 55 986 14/2/66 14/2/66 SEC BORES (USE UNIDENTIFIED) 22.86310596 Used 318912.2 5818405.2 55 986 20/1/66 20/1/66 SEC BORES (USE UNIDENTIFIED) 36.58310597 Used 318912.2 5818405.2 55 986 21/1/66 21/1/66 SEC BORES (USE UNIDENTIFIED) 15.54310598 Used 318912.2 5818405.2 55 986 23/10/64 23/10/64 SEC BORES (USE UNIDENTIFIED) 2.59310599 Used 318912.2 5818405.2 55 986 23/10/64 23/10/64 SEC BORES (USE UNIDENTIFIED) 4.57310600 Used 318912.2 5818405.2 55 986 23/10/64 23/10/64 SEC BORES (USE UNIDENTIFIED) 4.57310601 Used 318912.2 5818405.2 55 986 23/10/64 23/10/64 SEC BORES (USE UNIDENTIFIED) 8.23310602 Used 318912.2 5818405.2 55 986 23/8/64 23/8/64 SEC BORES (USE UNIDENTIFIED) 17.68310603 Used 318912.2 5818405.2 55 986 3/9/64 3/9/64 SEC BORES (USE UNIDENTIFIED) 24.38310604 Used 318912.2 5818405.2 55 986 4/11/64 4/11/64 SEC BORES (USE UNIDENTIFIED) 1.68310605 Used 318912.2 5818405.2 55 986 4/11/64 4/11/64 SEC BORES (USE UNIDENTIFIED) 3.81310606 Used 318912.2 5818405.2 55 986 4/11/64 4/11/64 SEC BORES (USE UNIDENTIFIED) 3.66310607 Used 318912.2 5818405.2 55 986 4/11/64 4/11/64 SEC BORES (USE UNIDENTIFIED) 6.1310608 Used 318912.2 5818405.2 55 986 24/10/64 24/10/64 SEC BORES (USE UNIDENTIFIED) 3.2310609 Used 318912.2 5818405.2 55 986 24/10/64 24/10/64 SEC BORES (USE UNIDENTIFIED) 1.07310610 Used 318912.2 5818405.2 55 986 24/10/64 24/10/64 SEC BORES (USE UNIDENTIFIED) 2.13310611 Used 318912.2 5818405.2 55 986 24/10/64 24/10/64 SEC BORES (USE UNIDENTIFIED) 4.57310612 Used 318912.2 5818405.2 55 986 12/8/64 12/8/64 SEC BORES (USE UNIDENTIFIED) 21.34310613 Used 318912.2 5818405.2 55 986 1/11/64 1/11/64 SEC BORES (USE UNIDENTIFIED) 2.29310614 Used 318912.2 5818405.2 55 986 1/11/64 1/11/64 SEC BORES (USE UNIDENTIFIED) 4.72310615 Used 318912.2 5818405.2 55 986 1/11/64 1/11/64 SEC BORES (USE UNIDENTIFIED) 6.4310616 Used 318912.2 5818405.2 55 986 29/10/64 29/10/64 SEC BORES (USE UNIDENTIFIED) 3.2310617 Used 318912.2 5818405.2 55 986 29/10/64 29/10/64 SEC BORES (USE UNIDENTIFIED) 3.05310618 Used 318912.2 5818405.2 55 986 29/10/64 29/10/64 SEC BORES (USE UNIDENTIFIED) 6.1310619 Used 318912.2 5818405.2 55 986 28/10/64 28/10/64 SEC BORES (USE UNIDENTIFIED) 6.1310620 Used 318912.2 5818405.2 55 986 28/10/64 28/10/64 SEC BORES (USE UNIDENTIFIED) 5.33310621 Used 318912.2 5818405.2 55 986 28/10/64 28/10/64 SEC BORES (USE UNIDENTIFIED) 8.23310622 Used 318912.2 5818405.2 55 986 28/10/64 28/10/64 SEC BORES (USE UNIDENTIFIED) 5.49310623 Used 318912.2 5818405.2 55 986 17/8/64 17/8/64 SEC BORES (USE UNIDENTIFIED) 3.66310624 Used 318912.2 5818405.2 55 986 15/8/64 15/8/64 SEC BORES (USE UNIDENTIFIED) 17.37310625 Used 318912.2 5818405.2 55 986 22/9/64 22/9/64 SEC BORES (USE UNIDENTIFIED) 15.39310626 Used 318912.2 5818405.2 55 986 30/10/64 30/10/64 SEC BORES (USE UNIDENTIFIED) 1.52310627 Used 318912.2 5818405.2 55 986 30/10/64 30/10/64 SEC BORES (USE UNIDENTIFIED) 3.05310628 Used 318912.2 5818405.2 55 986 30/10/64 30/10/64 SEC BORES (USE UNIDENTIFIED) 3.66310629 Used 318912.2 5818405.2 55 986 30/10/64 30/10/64 SEC BORES (USE UNIDENTIFIED) 6.1310630 Used 318912.2 5818405.2 55 986 24/9/64 24/9/64 SEC BORES (USE UNIDENTIFIED) 15.54310631 Used 318912.2 5818405.2 55 986 23/9/64 23/9/64 SEC BORES (USE UNIDENTIFIED) 15.54

310632 Used 318912.2 5818405.2 55 986 26/10/64 26/10/64 SEC BORES (USE UNIDENTIFIED) 2.9310633 Used 318912.2 5818405.2 55 986 17/8/64 17/8/64 SEC BORES (USE UNIDENTIFIED) 3.05310634 Used 318912.2 5818405.2 55 986 17/8/64 17/8/64 SEC BORES (USE UNIDENTIFIED) 15.24310635 Used 318912.2 5818405.2 55 986 25/9/64 25/9/64 SEC BORES (USE UNIDENTIFIED) 14.78310636 Used 318912.2 5818405.2 55 986 23/9/64 23/9/64 SEC BORES (USE UNIDENTIFIED) 15.54310637 Used 318912.2 5818405.2 55 986 21/8/64 21/8/64 SEC BORES (USE UNIDENTIFIED) 18.29310638 Used 318912.2 5818405.2 55 986 7/8/64 7/8/64 SEC BORES (USE UNIDENTIFIED) 34.14310639 Used 318912.2 5818405.2 55 986 2/9/64 2/9/64 SEC BORES (USE UNIDENTIFIED) 18.9310640 Used 318912.2 5818405.2 55 986 20/9/64 20/9/64 SEC BORES (USE UNIDENTIFIED) 21.34310641 Used 318912.2 5818405.2 55 986 27/8/64 27/8/64 SEC BORES (USE UNIDENTIFIED) 18.29310642 Used 318912.2 5818405.2 55 986 25/8/64 25/8/64 SEC BORES (USE UNIDENTIFIED) 18.9310643 Used 318912.2 5818405.2 55 986 4/7/64 4/7/64 SEC BORES (USE UNIDENTIFIED) 18.29310644 Used 318912.2 5818405.2 55 986 28/8/64 28/8/64 SEC BORES (USE UNIDENTIFIED) 18.9310645 Used 318912.2 5818405.2 55 986 7/7/64 7/7/64 SEC BORES (USE UNIDENTIFIED) 21.49310646 Used 318912.2 5818405.2 55 986 20/9/64 20/9/64 SEC BORES (USE UNIDENTIFIED) 21.34310647 Used 318912.2 5818405.2 55 986 31/8/64 31/8/64 SEC BORES (USE UNIDENTIFIED) 18.9310648 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 32.77310649 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 13.34310650 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 6.1310651 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 6.29310652 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 30.48310653 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 5.33310654 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 6.48310655 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 13.72310656 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 27.43310657 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 20.38310658 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 30.48310659 Used 318912.2 5818405.2 55 986 5/11/64 5/11/64 SEC BORES (USE UNIDENTIFIED) 8.38310660 Used 318912.2 5818405.2 55 986 5/11/64 5/11/64 SEC BORES (USE UNIDENTIFIED) 6.86310661 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 3.81310662 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 3.81310663 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 3.81310664 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 3.81310665 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 3.81310666 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 4.95310667 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 4310668 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 9.53310669 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 6.67310670 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 5.33310671 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 5.72310672 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 6.1310673 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 2.86310674 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 8.76310675 Used 318912.2 5818405.2 55 986 27/9/55 27/9/55 SEC BORES (USE UNIDENTIFIED) 6.1310676 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 32310677 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 26.67310678 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 24.38310679 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 3.81310680 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 3.43310681 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 4.95310682 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 6.86310683 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 3.81310684 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 4.38310685 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 6.1310686 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 16.76310687 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 18.29310688 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 17.14310689 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 35.62310690 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 35.43310691 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 3.81310692 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 4.2310693 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 5.14310694 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 12.19310695 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 10.48310696 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 16310697 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 35.81310698 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 22.29310699 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 4.57310700 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 5.52310701 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 4.76310702 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 6.48

310703 Used 318912.2 5818405.2 55 986 9/12/63 9/12/63 SEC BORES (USE UNIDENTIFIED) 16310704 Used 318912.2 5818405.2 55 986 31/12/70 31/12/70 SEC BORES (USE UNIDENTIFIED) 24.19310705 Used 318912.2 5818405.2 55 986 5/6/70 5/6/70 SEC BORES (USE UNIDENTIFIED) 3.51310706 Used 318912.2 5818405.2 55 986 5/6/70 5/6/70 SEC BORES (USE UNIDENTIFIED) 2.59310707 Used 318912.2 5818405.2 55 986 12/3/74 12/3/74 SEC BORES (USE UNIDENTIFIED) 5.49310708 Used 318912.2 5818405.2 55 986 12/3/74 12/3/74 SEC BORES (USE UNIDENTIFIED) 6.1310709 Used 318912.2 5818405.2 55 986 12/3/74 12/3/74 SEC BORES (USE UNIDENTIFIED) 2.44310710 Used 318912.2 5818405.2 55 986 12/3/74 12/3/74 SEC BORES (USE UNIDENTIFIED) 3.05310711 Used 318912.2 5818405.2 55 986 12/3/74 12/3/74 SEC BORES (USE UNIDENTIFIED) 5.6468324 Used 318486.2 5818577.2 55 1420 6/2/83 6/2/83 DOMESTIC 3.9 3 3.5

WRK046953 Not Used 318060 5817385 55 1583 100WRK048010 Used 319493.2 5817084.2 55 639 20/8/99 20/8/99 GROUNDWATER INVESTIGATION 10 7 10WRK057763 Used 318695 5817379 55 973 6/7/10 6/7/10 DOMESTIC AND STOCK 45WRK058484 Used 320873 5817066 55 1416 14/9/10 15/9/10 OBSERVATION 10WRK058485 Used 320873 5817066 55 1416 14/9/10 15/9/10 OBSERVATION 10WRK058486 Used 320873 5817066 55 1416 17/2/11 17/5/11 OBSERVATION 13.5 11.5 13.5WRK058487 Used 320873 5817066 55 1416 17/2/11 22/2/11 OBSERVATION 10WRK058488 Used 320873 5817070 55 1414 17/2/11 22/2/11 OBSERVATION 10WRK058489 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 15WRK058986 Used 320594 5818058 55 1046 1/1/10 1/1/10 OBSERVATION 11WRK058987 Used 320622 5818033 55 1064 1/1/12 1/1/12 OBSERVATION 11WRK058988 Used 320578 5818022 55 1019 1/1/10 1/1/10 OBSERVATION 12WRK060138 Used 320570 5818053 55 1022 1/1/13 1/1/13 OBSERVATION 11WRK060139 Used 320604 5818051 55 1053 1/1/13 1/1/13 OBSERVATION 11WRK060140 Used 320606 5818043 55 1052 1/1/10 1/1/10 OBSERVATION 11WRK061045 Used 320448 5816997 55 1100 19/2/11 19/2/11 OBSERVATION 9.2WRK066619 Used 320590 5818046 55 1033 1/1/12 1/1/12 OBSERVATION 15WRK066620 Used 320590 5818046 55 1033 1/1/12 1/1/12 OBSERVATION 15WRK069399 Used 320874 5817028 55 1434 15/10/12 15/10/12 OBSERVATION 9 3 9WRK069400 Used 320874 5817028 55 1434 16/10/12 16/10/12 OBSERVATION 10 4 10WRK069401 Used 320874 5817028 55 1434 16/10/12 16/10/12 OBSERVATION 9.5WRK069402 Used 320890 5817030 55 1441 1/1/11 1/1/11 OBSERVATION 15WRK069403 Used 320890 5817030 55 1441 1/1/13 1/1/13 OBSERVATION 15WRK069404 Used 320880 5817030 55 1432 1/1/13 1/1/13 OBSERVATION 15WRK069405 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 15WRK069406 Used 320875 5817028 55 1429 1/1/13 1/1/13 OBSERVATION 7WRK069407 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 7WRK069408 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 10WRK069409 Used 320880 5817030 55 1432 1/1/13 1/1/13 OBSERVATION 10WRK069410 Used 320880 5817050 55 1423 1/1/13 1/1/13 OBSERVATION 10WRK069411 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 10WRK072551 Used 318828 5818172 55 909 8/1/13 9/1/13 OBSERVATION 16 10 16WRK072552 Used 318829 5818172 55 908 9/1/13 9/1/13 OBSERVATION 15WRK072553 Used 318829 5818172 55 908 10/1/13 10/1/13 OBSERVATION 17WRK073343 Used 320785 5817149 55 1294 4/2/13 5/2/13 OBSERVATION 12 6.7 10.7WRK074362 Used 320607 5818048 55 1055 1/1/12 1/1/12 OBSERVATION 11WRK074363 Used 320609 5818054 55 1059 1/1/12 1/1/12 OBSERVATION 11WRK074364 Used 320590 5818044 55 1038 1/1/12 1/1/12 OBSERVATION 11WRK076661 Used 320420 5818630 55 1236 1/1/13 1/1/13 OBSERVATION 17WRK076662 Used 320420 5818630 55 1236 1/1/13 1/1/13 OBSERVATION 17WRK076663 Used 320425 5818630 55 1240 1/1/13 1/1/13 OBSERVATION 20WRK076664 Used 320420 5818630 55 1236 1/1/13 1/1/13 OBSERVATION 17WRK076665 Used 320420 5818630 55 1236 1/1/13 1/1/13 OBSERVATION 17WRK076666 Used 320420 5818630 55 1236 1/1/13 1/1/13 OBSERVATION 17WRK077062 Used 320875 5817030 55 1428 1/1/11 1/1/11 OBSERVATION 10WRK077063 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 10WRK077065 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 10WRK077066 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 10WRK077067 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 10WRK077068 Used 320880 5817030 55 1432 1/1/13 1/1/13 OBSERVATION 10WRK077069 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 10WRK077070 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 10WRK077071 Used 320875 5817030 55 1428 1/1/13 1/1/13 OBSERVATION 15WRK963742 Used 319670 5817200 55 515 10/10/03 11/10/03 DOMESTIC AND STOCK,GROUNDWATER INVESTIGATION 18 12 18WRK965218 Used 321013.2 5817334.2 55 1449 11/5/04 14/5/04 GROUNDWATER INVESTIGATION 9 6 9WRK965222 Used 321013.2 5817334.2 55 1449 11/5/04 15/5/04 GROUNDWATER INVESTIGATION 9 6 9WRK965223 Used 321013.2 5817334.2 55 1449 11/5/04 14/5/04 GROUNDWATER INVESTIGATION 9 6 9WRK965224 Used 321013.2 5817334.2 55 1449 11/5/04 14/5/04 GROUNDWATER INVESTIGATION 9 6 9WRK965225 Used 321013.2 5817334.2 55 1449 11/5/04 14/5/04 GROUNDWATER INVESTIGATION 9 6 9WRK965554 Used 320575 5816983 55 1207 4/5/04 4/5/04 GROUNDWATER INVESTIGATION 25 22 25WRK965555 Used 320576 5816983 55 1208 4/5/04 4/5/04 GROUNDWATER INVESTIGATION 25 22 25

WRK965556 Used 320577 5816983 55 1209 4/5/04 4/5/04 GROUNDWATER INVESTIGATION 25 22 25WRK965586 Used 319733.2 5817934.2 55 254 21/4/04 21/4/04 GROUNDWATER INVESTIGATION 13.5 6 13.5WRK981158 Not Used 319326 5816464 55 1282 25WRK982123 Not Used 320200 5817363 55 683 30WRK982375 Not Used 320708 5817852 55 1104 25WRK983068 Not Used 318437 5818847 55 1635 25WRK983455 Not Used 320597 5817456 55 1016 25WRK983506 Not Used 320322 5818986 55 1462 25WRK984175 Not Used 320398 5817817 55 792 25WRK986288 Not Used 320781 5817887 55 1181 25WRK987374 Not Used 320743 5817853 55 1138 25WRK987867 Decommissio 320597 5817456 55 1016 25/9/08 25/9/08 GROUNDWATER INVESTIGATION 45WRK988295 Not Used 320920 5817047 55 1466 25WRK988296 Not Used 320951 5817043 55 1496 25WRK988297 Not Used 320948 5817012 55 1507 25WRK988465 Not Used 318504 5818862 55 1599 25WRK988466 Not Used 318504 5818874 55 1607 25WRK988467 Not Used 318510 5818881 55 1608 25WRK992037 Not Used 320596 5817461 55 1014 25WRK992146 Not Used 319086 5816461 55 1358 25

Appendix E – Development Plans

SE

RV

ICE

S

HERITAGEINTERPRETATION

CENTRE

5

HISTORICBRICK PRESS

MACHINES

HISTORICBRICK PRESS

MACHINES

4

6

3

2

VOIDOVER

WORKSHOPAREA

CAFE /RESTAURANT

87m²

135m²

381m²

SE

RV

ICE

S

COMMUNITY/CREATIVEWORKSHOP

SPACE130m²

CO-WORK/COMMUNITY

SPACE68m²

BINCHUTES

UP

DN

1

APARTMENT G.269m²

APARTMENT G.350m²

APARTMENT G.183m²

10m²

SHAREDENTRY

HISTORICEDGE

RUNNERMILL

POTENTIALLANDSCAPEEXPANSION

AREA /CHILDREN'S

PLAYGROUND

S

F

SVSV

EXISTINGBRICK STOCKPILE

BR

ICK

WO

RK

S D

RIV

E

PO

TTE

RY

CO

UR

T

EXISTING BRICK KILN 382 DAWSON STREET

EXISTING CAR PARK

BRICKWORKS DRIVEEX. SUBSTATION

EX. JP

EX. GP

EX. GP

EX. SIGN POST

EX. SIGN POST

EX. GP

EX. SIGN POST

EX. SIGN POS

EX. LIGHT PO

EX. JP

EX. JP

EXISTING RESIDENTIAL DEVELOPMENT

EXISTING BRICK KILN 2

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

EX. STOP VALVE

EX. SIGN POST

EXEX. STOP VALVE

EX. GP

EX. FIRE PLUGEX. SIGN POST

EX

EX. GP

EX. SEWERAGE PIT

EX. GP

EX. STOP VALVE

EX. GP EX. GP

EX. SIGN POST

EX. SEWERAGE PIT

EXISTING BRICK WALL

EX

ISTI

NG

TIM

BE

R F

EN

CE

111

POTENTIALLANDSCAPEEXPANSION

AREA /CHILDREN'S

PLAYGROUND

S

F

SVSVVSVSVV

EXISTINGBRICK STOCKPILE

PO

TTE

RY

CO

UR

T

EXISTING BRICK KILN 3RICK KILN 382 DAWSON STREET

EXISTING CAR PARK

BRICKWORKS DRIVEEX. SUBSTATIONX. SUBSTATIOX SUBSTATIO

EX. JP

EX. GP

EX. GP

EX. SIGN POSTSSEXEX

EX. SIGN POST

EX. GPG

EX. SIGN POSTSSS N

EX. SIGN POSGG OOO

EX. LIGHT POIG PPP

EX. JP

EX. JP

EXISTING RESIDENTIAL DEVELOPMENT

EXISTING BRICK KILN 2

EXISTING RESIDENTIAL DEVELOPMENTEXISTIN97 BRICKWORKS DRIVERICKWO

EX. STOP VALVE

. SIGN POSTGGG OOSEX.

EXX. STOP VALVEOTTEX

EX. GPGXX

EX. FIRE PLUG.XEEEEEESIGN POSTNNEX..

EX

EX. GPGXX

EX. SEWERAGE PITS .

EX. GPX G

EX. STOP VALVESSS VPPEE

EX. GPXX EX. GPGG

EX. SIGN POSTPOOSOS

EX. SEWERAGE PIT

EXISTING BRICK WALL

EX

ISTI

NG

TIM

BE

R F

EN

CE

COMMUNITY/CREATIVEWORKSHOP

SPACE130m²

HERITAGEINTERPRETATION

CENTRE

555

HISTORICBRICK PRESS

MACHINES

HISTORICBRICK PRESS

MACHINES

444

333

222

VOIDOVER

WORKSHOPAREA

87m²

381m²

EDEDYY

EEEEYYYY

CO-WORK/COMMUNITY

SPACE68m²

HISTORICCCIRROOTSSHH IRROOOTSTSIHH CHH SSI OOT IRO CI RROOO CCCRIHH STSSEDGEEGGGDDEEE EEGGDDEE GDD EGGEE GGDG

RUNNERRUNNERRNNNUUR RRERRREENNNNUURURRUUR NNN REERRUURURR NNNN RRREEMILLLIM LLLLLLIMM LLLMM LLI LMIMMMMMMM

666

CAFE /RESTAURANTRR

135m²

BINCHUTES

UPUPUP

DNDN

APARTMENT G.269m²

APARTMENT G.350m²

APARTMENT G.183m²

10m²

HERITAGEINTERPRETATION

CENTRE

555

HISTORICBRICK PRESS

MACHINES

HISTORICBRICK PRESS

MACHINES

444

666

333

222

VOIDOVER

WORKSHOPAREA

CAFE /RESTAURANTRR

87m²

135m²

381m²

SE

RV

ICE

SS

ER

VIC

ESSS

EECCCC

VVRRRR

EEEESSSSSS

EERR

VVCC

EESS

SSE

SEE

RE

RRV

RV

ICICCEE

SS

COMMUNITY/CREATIVEWORKSHOP

SPACE130m²

CO-WORK/COMMUNITY

SPACE68m²

BINCHUTES

UPUPUP

DNDN

111

APARTMENT G.269m²

APARTMENT G.350m²

APARTMENT G.183m²

10m²

SHAREDSSHAREDSHAREDENTRYENTRYENTRY

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

UPUPUP

DNDNSE

RV

ICE

SS

ER

VIC

ES

BINBINCHUTESCHUTES

21M2

APARTMENT 4.269m²

APARTMENT 4.450m²

10M20M10M2

APARTMENT 4.369m²

APARTMENT 4.1083m²

10M22M010M2

APARTMENT 4.955m²

APARTMENT 4.650m²

APARTMENT 4.550m²

APARTMENT 4.779m²

8mm88 ²²²²²

19m1 m19m11 ²²

APARTMENT 4.1177m²

14m14mm41 ²

14m1 m14m²²

APARTMENT 4.873m²

APARTMENT 4.193m²

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

SE

RV

ICE

S

VOID ABOVEHERITAGE

INTERPRETATIONCENTRE AND

CAFECAFCAFECAFCAFE

VOID ABOVEFORECOURT

ROOF

ROOF

CO-WORK/COMMUNITY

SPACE150m²

UPUP

DNDN

BINCHUTES

10m1010m²²

APARTMENT 1.180m²

APARTMENT 1.369m²

APARTMENT 1.557m²

APARTMENT 1.650m²

10M20M2

APARTMENT 1.469m²

APARTMENT 1.269m²

13m

²

APARTMENT 1.784m²

13m²

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

SE

RV

ICE

S

UPUPUPDNDN

BINCHUTES

10m²

APARTMENT 6.195m²

APARTMENT 6.269m²

APARTMENT 6.369m²

APARTMENT 6.450m²

APARTMENT 6.685m²

APARTMENT 6.795m²

APARTMENT 6.550m²

10m0m²

APARTMENT 6.860m²

ROOFO

APARTMENT 6.979m²

11mm11m²

13mm13mm13m²

1m1111 m1111111 ²²²²²

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

UPUPUP

DNDN

VOID ABOVEBOHERITAGE

INTERPRETATIONCENTRE

ROOF ROOFBELOW

SE

RV

ICE

SS

ER

VIC

ES

BINBINCHUTESCHUTES

CO-WORK/COMMUNITY

SPACE197m²

10m0m10m²

58m5 ²²

APARTMENT 2.269m²

APARTMENT 2.457m²

APARTMENT 2.550m²

10m0m10 ²²

APARTMENT 2.369m²

APARTMENT 2.650m²

10mm010 ²²

APARTMENT 2.979m²

APARTMENT 2.180m²

8m8m²

14m14mm41 ²

14m1 m14m²²

APARTMENT 2.779m²

APARTMENT 2.873m²

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

SE

RV

ICE

SS

ER

VIC

ES

UPUPUPDNDN

BINCHUTES

APARTMENT 5.195m²

APARTMENT 5.269m²

APARTMENT 5.369m²

APARTMENT 5.450m²

APARTMENT 5.6

APARTMENT 5.795m²

APARTMENT 5.860m²

APARTMENT 5.550m²

10m0m10m²²

ROOF

10mm10m²

APARTMENT 5.979m²

11mm11m²

13mm13m²

11m1 m11 ²²²

85m²

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

ROOF

10m0m10 ²²

APARTMENT 3.193m²

APARTMENT 3.269m²

APARTMENT 3.457m²

APARTMENT 3.550m²

10m10m10m²²

APARTMENT 3.369m²

APARTMENT 3.650m²

mm10mm110m²²²

APARTMENT 3.955m²

UPUP

DNDNSE

RV

ICE

SS

ER

VIC

ES

BINBINCHUTESCHUTES

APARTMENT 3.1083m²

8mm88 ²²²²²

APARTMENT 3.779m²

APARTMENT 3.873m²

19m119m11 m19m²²

APARTMENT 3.1177m²

14m14mm4 ²

14m1 m14m²²

Floor Apartment No. Apartment Area m2 1 Bed+1 Bath 2 Bed+1 Bath 2 Bed+2 Bed 3 Bed+2 Bed Terrace Area

m2Community

Area m2Apart/Comm

GFA m2Basement GFA

m2outside face of ext wall (excl

terrace)outside face of ext wall (excl

terrace)outside face of ext wall (excl

terrace) outside face of ext wall

Basement 01 1,480Basement 02 1,480

COMM/CREATIVE WORKSHOP SPACE 130

CO-WORK/COMMUNITY SPACE 68

WORKSHOP AREA 87CAFÉ/RESTURANT 135

HERITAGE INTERPRETATION 381

G.1 83 1 10G.2 69 1 10G.3 50 1 10 1,392

CO-WORK/COMMUNITY SPACE 150

1.1 80 1 131.2 69 1 101.3 69 1 101.4 69 1 101.5 57 1 101.6 50 1 101.7 84 1 13

774

CO-WORK/COMMUNITY SPACE 197

2.1 80 1 662.2 69 1 102.3 69 1 102.4 57 1 102.5 50 1 102.6 50 1 102.7 79 1 142.8 73 1 142.9 79 1 19

943

Ground Floor

Hoffman Brickpress - 106 Dawson Street, Brunswick PRELIM AREA SCHEDULE 16 January 2020 , MGS ARCHITECTS

1st Floor

2nd Floor

3.1 93 1 193.2 69 1 103.3 69 1 103.4 57 1 103.5 50 1 103.6 50 1 103.7 79 1 143.8 73 1 143.9 55 1 8

3.10 83 1 183.11 77 1 8 890

4.1 93 1 194.2 69 1 104.3 69 1 104.4 50 1 104.5 50 1 104.6 50 1 104.7 79 1 144.8 73 1 144.9 55 1 8

4.10 83 1 184.11 77 1 8 885

5.1 95 1 165.2 69 1 105.3 69 1 105.4 50 1 105.5 50 1 105.6 85 1 115.7 95 1 115.8 60 1 135.9 79 1 19 766

6.1 95 1 166.2 69 1 106.3 69 1 106.4 50 1 106.5 50 1 106.6 85 1 116.7 95 1 116.8 60 1 136.9 79 1 19 766

4th Floor

5th Floor

6th Floor

3rd Floor

Roof Terrace ROOF TERRACE 670 767

TOTAL 4,093 20 14 21 4 751 1,818 7,183 2,960

Miscellaneous

75

64

51

Total number of car parks

Total number of bike parks

Total number of storage cages

Project Number: 19086Project Name: HOFFMAN BRICK PRESSRevision/date: 3/02/2020

Level Car spaces 1 bedroom 2 bed 1 bath 2 bed 2 bath 3 bed 2 bath TotalApartments (m2 NSA)

Commercial (m2 NSA)

Museum (m2 NSA)

Total NSA (m2) GFA (m2) Efficiency

Cross ventilated

B2 40 1480B1 35 1480G 1 1 1 3 202 420 381 1003 1392 72.05% 01 2 3 2 0 7 478 150 628 774 81.14% 42 3 2 4 0 9 658 197 855 943 90.67% 63 4 2 4 1 11 755 755 890 84.83% 64 4 2 4 1 11 755 755 885 85.31% 65 3 2 3 1 9 652 652 766 85.12% 66 3 2 3 1 9 652 652 766 85.12% 6

20 14 21 4 59 4152 767 381 5300 3433.90% 23.73% 35.59% 6.78% 57.6%

50-60m2 1 bed60-70m2 2 bed70-80m2 2 bed + 2 bath90+m2 3 bed + 2 bath

EXISTING BRICK KILN 382 DAWSON STREET

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

CARPARK28 SPACES

20 STORAGECAGES

SERVICE/REFUSETRUCK BAY

BIKESTORE

BIKESTORE

LIFTLOBBY

BIKEREPAIRSTATION

6650

8400

8400

8400

A

B

C

D

E

8400

F

A B C D

8200 82008200

BINS +COMPACTOR

BIKESTORE

UP

DN

REVISIONS

P1 11.09.19 PRELIMINARYP2 17.09.19 PRELIMINARYP3 18.10.19 PRELIMINARYP4 31.10.19 PRELIMINARY

CLIENT DRAWING TITLE DRAWING NUMBER REVISION DRAWN BY CHECKED BY DATE SCALEPROJECT NUMBER

MGS ARCHITECTS PTY LTD ABN 13 006 488 302 | MGSARCHITECTS.COM.AU10–22 MANTON LANE MELBOURNE 3000 AUSTRALIA | T +61 3 9670 1800

REPRODUCTION OF THE WHOLE OR PART OF THIS DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL.THE RECIPIENT(S) OF THIS DOCUMENT IS PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONSENT OF MGS ARCHITECTS PTY LTD

HOFFMAN BRICKWORKS106 DAWSON STREET, BRUNSWICK 19086 HOFFMAN BRICKWORKS PTY LTD BASEMENT LEVEL PLAN A0100 P9 MB CL 03.02.2020 1:300 @ A3

PRELIMINARY

EXISTING BRICK KILN 382 DAWSON STREET

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

CARPARK40 SPACES

31 STORAGECAGES

7000

8200

8200

8200

A

B

C

D

E

8200

F

A B C D

8200 82008200

LIFTLOBBY

UP

DN

REVISIONS

P1 11.09.19 PRELIMINARYP2 17.09.19 PRELIMINARYP3 18.10.19 PRELIMINARYP4 31.10.19 PRELIMINARY

CLIENT DRAWING TITLE DRAWING NUMBER REVISION DRAWN BY CHECKED BY DATE SCALEPROJECT NUMBER

MGS ARCHITECTS PTY LTD ABN 13 006 488 302 | MGSARCHITECTS.COM.AU10–22 MANTON LANE MELBOURNE 3000 AUSTRALIA | T +61 3 9670 1800

REPRODUCTION OF THE WHOLE OR PART OF THIS DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL.THE RECIPIENT(S) OF THIS DOCUMENT IS PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONSENT OF MGS ARCHITECTS PTY LTD

HOFFMAN BRICKWORKS106 DAWSON STREET, BRUNSWICK 19086 HOFFMAN BRICKWORKS PTY LTD BASEMENT LEVEL PLAN 2 A0100 P9 MB CL 03.02.2020 1:300 @ A3

PRELIMINARY

EXISTINGBRICK STOCKPILE

DAWSON STREET

BR

ICK

WO

RK

S D

RIV

E

EXISTING BRICK KILN 382 DAWSON STREET

EXISTING CAR PARK

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

EXISTING BRICK WALL

EX

ISTI

NG

TIM

BE

R F

EN

CE

SE

RV

ICE

S

HERITAGEINTERPRETATION

CENTRE

5

HISTORICBRICK PRESS

MACHINES

HISTORICBRICK PRESS

MACHINES

4

6

3

2

VOIDOVER

WORKSHOPAREA

CAFE /RESTAURANT

87m²

135m²

381m²

SE

RV

ICE

S

COMMUNITY/CREATIVEWORKSHOP

SPACE130m²

CO-WORK/COMMUNITY

SPACE68m²

BINCHUTES

UP

DN

1

APARTMENT G.269m²

APARTMENT G.350m²

APARTMENT G.183m²

10m²

SHAREDENTRY

HISTORICEDGE

RUNNERMILL

POTENTIALLANDSCAPEEXPANSION

AREA /CHILDREN'S

PLAYGROUND

REVISIONS

P1 11.09.19 PRELIMINARYP2 17.09.19 PRELIMINARYP3 18.10.19 PRELIMINARYP4 31.10.19 PRELIMINARY

CLIENT DRAWING TITLE DRAWING NUMBER REVISION DRAWN BY CHECKED BY DATE SCALEPROJECT NUMBER

MGS ARCHITECTS PTY LTD ABN 13 006 488 302 | MGSARCHITECTS.COM.AU10–22 MANTON LANE MELBOURNE 3000 AUSTRALIA | T +61 3 9670 1800

REPRODUCTION OF THE WHOLE OR PART OF THIS DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL.THE RECIPIENT(S) OF THIS DOCUMENT IS PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONSENT OF MGS ARCHITECTS PTY LTD

HOFFMAN BRICKWORKS106 DAWSON STREET, BRUNSWICK 19086 HOFFMAN BRICKWORKS PTY LTD GROUND FLOOR PLAN A0101 P9 MB CL 03.02.2020 1:300 @ A3

PRELIMINARY

EXISTING BRICK KILN 382 DAWSON STREET

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

SE

RV

ICE

S

VOID ABOVEHERITAGE

INTERPRETATIONCENTRE AND

CAFE

VOID ABOVEFORECOURT

ROOF

ROOF

CO-WORK/COMMUNITY

SPACE150m²

UP

DN

BINCHUTES

6650

8400

8400

8400

A

B

C

D

E

8400

F

A B C D

8200 82008200

10m²

APARTMENT 1.180m²

APARTMENT 1.369m²

APARTMENT 1.557m²

APARTMENT 1.650m²

10M2

APARTMENT 1.469m²

APARTMENT 1.269m²

13m

²

APARTMENT 1.784m²

13m²

REVISIONS

P1 11.09.19 PRELIMINARYP2 17.09.19 PRELIMINARYP3 18.10.19 PRELIMINARYP4 31.10.19 PRELIMINARY

CLIENT DRAWING TITLE DRAWING NUMBER REVISION DRAWN BY CHECKED BY DATE SCALEPROJECT NUMBER

MGS ARCHITECTS PTY LTD ABN 13 006 488 302 | MGSARCHITECTS.COM.AU10–22 MANTON LANE MELBOURNE 3000 AUSTRALIA | T +61 3 9670 1800

REPRODUCTION OF THE WHOLE OR PART OF THIS DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL.THE RECIPIENT(S) OF THIS DOCUMENT IS PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONSENT OF MGS ARCHITECTS PTY LTD

HOFFMAN BRICKWORKS106 DAWSON STREET, BRUNSWICK 19086 HOFFMAN BRICKWORKS PTY LTD LEVEL 1 PLAN A0102 P9 MB CL 03.02.2020 1:300 @ A3

PRELIMINARY

EXISTING BRICK KILN 382 DAWSON STREET

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

SE

RV

ICE

S

UP

DN

BINCHUTES

VOID ABOVEHERITAGE

INTERPRETATIONCENTRE

ROOF ROOFBELOW

SE

RV

ICE

S

BINCHUTES

CO-WORK/COMMUNITY

SPACE197m²

10m²

58m²

APARTMENT 2.269m²

APARTMENT 2.457m²

APARTMENT 2.550m²

10m²

APARTMENT 2.369m²

APARTMENT 2.650m²

10m²

APARTMENT 2.979m²

APARTMENT 2.180m²

8m²

14m²

14m²

APARTMENT 2.779m²

APARTMENT 2.873m²

6650

8400

8400

8400

A

B

C

D

E

8400

F

A B C D

8200 82008200

REVISIONS

P1 11.09.19 PRELIMINARYP2 17.09.19 PRELIMINARYP3 18.10.19 PRELIMINARYP4 31.10.19 PRELIMINARY

CLIENT DRAWING TITLE DRAWING NUMBER REVISION DRAWN BY CHECKED BY DATE SCALEPROJECT NUMBER

MGS ARCHITECTS PTY LTD ABN 13 006 488 302 | MGSARCHITECTS.COM.AU10–22 MANTON LANE MELBOURNE 3000 AUSTRALIA | T +61 3 9670 1800

REPRODUCTION OF THE WHOLE OR PART OF THIS DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL.THE RECIPIENT(S) OF THIS DOCUMENT IS PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONSENT OF MGS ARCHITECTS PTY LTD

HOFFMAN BRICKWORKS106 DAWSON STREET, BRUNSWICK 19086 HOFFMAN BRICKWORKS PTY LTD LEVEL 2 PLAN A0103 P9 MB CL 03.02.2020 1:300 @ A3

PRELIMINARY

EXISTING BRICK KILN 382 DAWSON STREET

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

ROOF

10m²

APARTMENT 3.193m²

APARTMENT 3.269m²

APARTMENT 3.457m²

APARTMENT 3.550m²

10m²

APARTMENT 3.369m²

APARTMENT 3.650m²

10m²

APARTMENT 3.955m²

SE

RV

ICE

S

BINCHUTES

UP

DNSE

RV

ICE

S

BINCHUTES

APARTMENT 3.1083m²

6650

8400

8400

8400

A

B

C

D

E

8400

F

A B C D

8200 82008200

8m²

APARTMENT 3.779m²

APARTMENT 3.873m²

19m²

APARTMENT 3.1177m²

14m²

14m²

REVISIONS

P1 11.09.19 PRELIMINARYP2 17.09.19 PRELIMINARYP3 18.10.19 PRELIMINARYP4 31.10.19 PRELIMINARY

CLIENT DRAWING TITLE DRAWING NUMBER REVISION DRAWN BY CHECKED BY DATE SCALEPROJECT NUMBER

MGS ARCHITECTS PTY LTD ABN 13 006 488 302 | MGSARCHITECTS.COM.AU10–22 MANTON LANE MELBOURNE 3000 AUSTRALIA | T +61 3 9670 1800

REPRODUCTION OF THE WHOLE OR PART OF THIS DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL.THE RECIPIENT(S) OF THIS DOCUMENT IS PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONSENT OF MGS ARCHITECTS PTY LTD

HOFFMAN BRICKWORKS106 DAWSON STREET, BRUNSWICK 19086 HOFFMAN BRICKWORKS PTY LTD LEVEL 3 PLAN A0104 P9 MB CL 03.02.2020 1:300 @ A3

PRELIMINARY

EXISTING BRICK KILN 382 DAWSON STREET

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

SE

RV

ICE

S

BINCHUTES

UP

DNSE

RV

ICE

S

BINCHUTES

21M2

APARTMENT 4.269m²

APARTMENT 4.450m²

10M2

APARTMENT 4.369m²

APARTMENT 4.1083m²

10M2

APARTMENT 4.955m²

APARTMENT 4.650m²

APARTMENT 4.550m²

APARTMENT 4.779m²

8m²

19m²

APARTMENT 4.1177m²

6650

8400

8400

8400

A

B

C

D

E

8400

F

A B C D

8200 82008200

14m²

14m²

APARTMENT 4.873m²

APARTMENT 4.193m²

REVISIONS

P1 11.09.19 PRELIMINARYP2 17.09.19 PRELIMINARYP3 18.10.19 PRELIMINARYP4 31.10.19 PRELIMINARY

CLIENT DRAWING TITLE DRAWING NUMBER REVISION DRAWN BY CHECKED BY DATE SCALEPROJECT NUMBER

MGS ARCHITECTS PTY LTD ABN 13 006 488 302 | MGSARCHITECTS.COM.AU10–22 MANTON LANE MELBOURNE 3000 AUSTRALIA | T +61 3 9670 1800

REPRODUCTION OF THE WHOLE OR PART OF THIS DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL.THE RECIPIENT(S) OF THIS DOCUMENT IS PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONSENT OF MGS ARCHITECTS PTY LTD

HOFFMAN BRICKWORKS106 DAWSON STREET, BRUNSWICK 19086 HOFFMAN BRICKWORKS PTY LTD LEVEL 4 PLAN A0105 P9 MB CL 03.02.2020 1:300 @ A3

PRELIMINARY

6650

8400

8400

8400

A

B

C

D

E

8400

F

A B C D

8200 82008200

EXISTING BRICK KILN 382 DAWSON STREET

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

SE

RV

ICE

S

UPDN

BINCHUTES

APARTMENT 5.195m²

APARTMENT 5.269m²

APARTMENT 5.369m²

APARTMENT 5.450m²

APARTMENT 5.6

APARTMENT 5.795m²

APARTMENT 5.860m²

APARTMENT 5.550m²

10m²

ROOF

10m²

APARTMENT 5.979m²

11m²

13m²

11m²

85m²

REVISIONS

P1 11.09.19 PRELIMINARYP2 17.09.19 PRELIMINARYP3 18.10.19 PRELIMINARYP4 31.10.19 PRELIMINARY

CLIENT DRAWING TITLE DRAWING NUMBER REVISION DRAWN BY CHECKED BY DATE SCALEPROJECT NUMBER

MGS ARCHITECTS PTY LTD ABN 13 006 488 302 | MGSARCHITECTS.COM.AU10–22 MANTON LANE MELBOURNE 3000 AUSTRALIA | T +61 3 9670 1800

REPRODUCTION OF THE WHOLE OR PART OF THIS DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL.THE RECIPIENT(S) OF THIS DOCUMENT IS PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONSENT OF MGS ARCHITECTS PTY LTD

HOFFMAN BRICKWORKS106 DAWSON STREET, BRUNSWICK 19086 HOFFMAN BRICKWORKS PTY LTD LEVEL 5 PLAN A0106 P9 MB CL 03.02.2020 1:300 @ A3

PRELIMINARY

EXISTING BRICK KILN 382 DAWSON STREET

EXISTING RESIDENTIAL DEVELOPMENT97 BRICKWORKS DRIVE

SE

RV

ICE

S

UPDN

BINCHUTES

10m²

APARTMENT 6.195m²

APARTMENT 6.269m²

APARTMENT 6.369m²

APARTMENT 6.450m²

APARTMENT 6.685m²

APARTMENT 6.795m²

APARTMENT 6.550m²

10m²

APARTMENT 6.860m²

ROOF

6650

8400

8400

8400

A

B

C

D

E

8400

F

A B C D

8200 82008200

APARTMENT 6.979m²

11m²

13m²

11m²

REVISIONS

P1 11.09.19 PRELIMINARYP2 17.09.19 PRELIMINARYP3 18.10.19 PRELIMINARYP4 31.10.19 PRELIMINARY

CLIENT DRAWING TITLE DRAWING NUMBER REVISION DRAWN BY CHECKED BY DATE SCALEPROJECT NUMBER

MGS ARCHITECTS PTY LTD ABN 13 006 488 302 | MGSARCHITECTS.COM.AU10–22 MANTON LANE MELBOURNE 3000 AUSTRALIA | T +61 3 9670 1800

REPRODUCTION OF THE WHOLE OR PART OF THIS DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL.THE RECIPIENT(S) OF THIS DOCUMENT IS PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONSENT OF MGS ARCHITECTS PTY LTD

HOFFMAN BRICKWORKS106 DAWSON STREET, BRUNSWICK 19086 HOFFMAN BRICKWORKS PTY LTD LEVEL 6 PLAN A0107 P9 MB CL 03.02.2020 1:300 @ A3

PRELIMINARY

GL1 GLAZING - TYPE 1

MC1 METAL CLADDING - TYPE 1

MC2 METAL CLADDING - TYPE 2

BRK1 BRICK - TYPE 1

MC3 METAL CLADDING - TYPE 3

LV1 GLASS LOUVRES - TYPE 1

FR1 ALUMINIUM FRAME - TYPE 1

MR1 METAL ROOF - TYPE 1

COW1 CONCRETE WALL - TYPE 1

ST1 STRUCTURAL STEEL - TYPE 1

SITE TITLE BOUNDARY

EXISTING BUILDINGS

DEMOLITION WORKS

RL 44.3

2

RL 44.2

6

RL 44.3

2

RL 44.3

2

RL 48.5

4

BRICKWORKS DRIVE

KILN 382 DAWSON STREET

SITE TITLE BOUNDARY

1 BRICKWORKS DRIVE STEPS TO COMMERCIAL TENANCY PROPOSED BRICK WALL TO MEETEXISTING BRICK WALL

8200 82008200

GROUND FLOOR49.590FFL

3100

3100

1200

LEVEL 253.890FFL

LEVEL 356.990FFL

LEVEL 460.090FFL

LEVEL 563.190FFL

LEVEL 666.290FFL

ROOF LEVEL69.390FFL

3100

3100

LEVEL 150.790FFL

3100

3100

3100

A B C D

FINISHES LEGENDSITE LEGEND

REVISIONS

REPRODUCTION OF THE WHOLE OR PART OF THIS DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL.THE RECIPIENT(S) OF THIS DOCUMENT IS PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONSENT OF MGS ARCHITECTS PTY LTD.

CLIENT DRAWING TITLE DRAWING NUMBER REVISIONDRAWN BY CHECKED BY DATE SCALE

10–22 MANTON LANE MELBOURNE 3000 AUSTRALIA | T +61 3 9670 1800| MGSARCHITECTS.COM.AU

PROJECT PROJECT NUMBER

MGS ARCHITECTS PTY LTD ABN 13 006 488 302

A0301PROPOSED ELEVATIONSSHEET 1

07.02.2020 1:100 @ A1

PRELIMINARY

HOFFMANS BRICKPRESS 19086 HOFFMAN BRICKWORKS PTY LTD P3MGS CL99 DAWSON STREET, BRUNSWICK

JCPRELIMINARYP1 21.09.2017

01SCALE 1:100PROPOSED SOUTH ELEVATION

JCHERITAGE PERMITP2 20.10.2017

Appendix F – Photographs

Appendix G – Compass Environmental Tabulated Soil Results

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

% M

oist

ure

Cla

y C

onte

nt

pH (a

queo

us e

xtra

ct)

pH (L

ab)

Cya

nide

Tot

al

Fluo

ride

Sulp

hate

(as

SO4)

Sulp

hate

as

S

Ant

imon

y

Ars

enic

Bar

ium

Ber

ylliu

m

Bor

on

Cad

miu

m

Chr

omiu

m (I

II+VI

)

Cob

alt

Cop

per

Chr

omiu

m (h

exav

alen

t)

Lead

Man

gane

se

Mer

cury

% % pH Units pH Units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kgEQL 0.1 0.1 0.1 5 100 10 10 5 5 5 5 10 0.2 5 5 5 1 5 5 0.05NEPM 2013 EIL Fill (Urban Residential and Public Open Space) 20#1 100 330#2 21#2 10#3 200#4 50#1 70#5 130#6 1100#7 500#8 6.6#3

NEPM 2013 EIL Natural (Urban Residential and Public Open Space) 20#1 100 330#2 21#2 10#3 200#4 50#1 70#5 130#6 1100#7 500#8 6.6#3

NEPM 2013 EIL Fill (Commercial/Industrial) 40 #1 160 330 #2 21 #2 22 #3 320 #4 300 #1 95 #5 1800 #7 500 #8 24 #3

NEPM 2013 EIL Natural (Commercial/Industrial) 40#1 160 330#2 21#2 22#3 320#4 300#1 95#5 1800#7 500#8 24#3

NEPM 2013 Table 1A(1) HILs Res A Soil 3100#16 31#16 100#17 15000#16 60 4500 20 120000#18 100 6000 100 300#19 3800 40#20

NEPM 2013 Table 1A(1) HILs Res B Soil 3100#16 31#16 500#17 15000#16 90 40000 150 120000#18 600 30000 500 1200#19 14000 120#20

NEPM 2013 Table 1A(1) HILs Rec C Soil 3100#16 31#16 300#17 15000#16 90 20000 90 120000#18 300 17000 300 600#19 19000 80#20

NEPM 2013 Table 1A(1) HILs Comm/Ind D Soil 47000#16 470#16 3000#17 220000#16 500 300000 900 4000 240000 3600 1500#19 60000 730#20

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneOn-SiteB1 B1/0.25 25/02/2010 10-09481 2104247 10-09481 Fill Normal On-Site - - - - <5 300 - - - <5 - - - <0.2 - - 7 <1 14 - 0.07B1 B1/1.0 25/02/2010 10-09481 2104249 10-09481 Natural Normal On-Site - - - 8.8 - - - - <5 9 150 <5 <10 <0.2 22 15 <5 - 16 57 <0.05B1 B101/0.25 25/02/2010 10-09481 2104300 10-09481 Fill Field D On-Site - - - - - - - - <5 7 150 <5 <10 <0.2 17 19 7 - 22 79 <0.05B1 B201/0.25 1/03/2010 M10-MA00290 260105 Natural Interlab D On-Site 19 - - - - - - - <10 21 - <2 <10 <0.5 17 6.9 <5 - 22 220 <0.1B12 B12/0.25 3/03/2010 10-10115 2110200 10-10115 Fill Normal On-Site - - - 8.5 <5 350 880 - - <5 - - - <0.2 - - <5 <1 46 - 0.06B12 B12/0.6 3/03/2010 10-10115 2110201 10-10115 Natural Normal On-Site - - - - - - - - <5 5 60 <5 <10 <0.2 12 <5 <5 - 9 20 <0.05B12 B12/2.0 3/03/2010 10-10115 2110203 10-10115 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B2 B2/0.5 25/02/2010 10-09481 2104255 10-09481 Fill Normal On-Site - - - - - - - - <5 <5 51 <5 <10 <0.2 8 <5 <5 - 170 75 <0.05B2 B2/0.65 25/02/2010 10-09481 2104256 10-09481 Fill Normal On-Site - - - - - - - - <5 6 140 <5 12 <0.2 8 <5 7 - 9 120 0.09B2 B2/1.5 25/02/2010 10-09481 2104259 10-09481 Natural Normal On-Site - - - - - - - - <5 <5 130 <5 <10 <0.2 14 6 <5 - 9 43 <0.05B22 B22/0.5 29/03/2010 10-13713 2136227 10-13713 Fill Normal On-Site - - - - <5 - - - <5 <5 140 <5 <10 <0.2 10 5 19 - 28 83 <0.05B22 B22/1.2 29/03/2010 10-13713 2136229 10-16375 Fill Normal On-Site - - - 8.6 - - - - <5 7 120 <5 <10 <0.2 7 <5 98 - 64 91 <0.05B22 B22/1.2 29/03/2010 10-16375 2156308 10-16375 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B23 B123/0.5 29/03/2010 10-13713 2136253 10-13713 Fill Field D On-Site - - - - - - - - <5 6 43 <5 12 <0.2 23 10 22 - 23 200 0.11B23 B223/0.5 29/03/2010 M10-MA11016 261844 Fill Interlab D On-Site 12 - 8.3 - <5 600 - - - 4.4 - - - <0.5 22 - 24 <1 11 - <0.1B23 B23/0.5 29/03/2010 10-13713 2136231 10-13713 Fill Normal On-Site - - - 8.8 <5 700 - - - 5 - - - <0.2 - - 21 <1 18 - 0.23B23 B23/0.5 29/03/2010 10-16375 2157311 10-16375 Fill Normal On-Site - - - - - - 57 - - - - - - - - - - - - - - B23 B23/1.0 29/03/2010 10-13713 2136232 10-13713 Fill Normal On-Site - - - - <5 - - - <5 7 160 <5 <10 <0.2 6 6 24 - 10 200 <0.05B23 B23/1.0 29/03/2010 10-16375 2156307 10-16375 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B23 B23/1.2 29/03/2010 10-13713 2136233 10-13713 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B23 B23/2.0 29/03/2010 10-13713 2136235 10-13713 Natural Normal On-Site - - - 8.9 - - - - <5 <5 69 <5 <10 <0.2 7 <5 <5 - 9 25 <0.05B23 B23/4.0 29/03/2010 10-13713 2136237 10-13713 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B24 B24/0.2 29/03/2010 10-13713 2136239 10-13713 Fill Normal On-Site - - - - - - - - <5 15 420 <5 14 <0.2 12 9 29 - 23 170 <0.05B24 B24/0.6 29/03/2010 10-13713 2136240 10-13713 Fill Normal On-Site - - - - - - - - <5 <5 19 <5 <10 <0.2 <5 <5 <5 - 10 11 <0.05B24 B24/0.9 29/03/2010 10-13713 2136241 10-13713 Natural Normal On-Site - - - 8.1 - - - - <5 <5 24 <5 <10 <0.2 7 <5 <5 - 6 9 <0.05B24 B24/2.0 29/03/2010 10-13713 2136243 10-13713 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B25 B25/0.2 29/03/2010 10-13713 2136247 10-13713 Fill Normal On-Site - - - - - - - - <5 12 72 <5 12 0.8 20 8 100 - 110 500 0.51B25 B25/0.5 29/03/2010 10-13713 2136248 10-13713 Fill Normal On-Site - - - 8.4 <5 - - - <5 13 170 <5 <10 <0.2 39 18 60 - 25 250 0.07B25 B25/0.5 29/03/2010 10-16375 2157310 10-16375 Fill Normal On-Site - - - - - - 360 - - - - - - - - - - - - - - B26 B26/0.2 29/03/2010 10-13713 2136250 10-13713 Fill Normal On-Site - - - - - - - - <5 12 51 <5 <10 0.5 16 7 48 - 96 230 0.17B26 B26/0.2 29/03/2010 10-16375 2156306 10-16375 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B26 B26/0.5-1.0 29/03/2010 10-13713 2136251 10-13713 Fill Normal On-Site - - - - - - - - 6 11 190 <5 <10 1.1 22 9 190 - 660 3800 1.6B27 B27/0.2 3/03/2010 10-10115 2110224 10-10115 Fill Normal On-Site - - - 9.1 <5 - - - <5 15 75 <5 <10 <0.2 24 6 37 - 13 610 <0.05B28 B28/0.05 3/03/2010 10-10115 2110225 10-10115 Fill Normal On-Site - - - - - - - - <5 <5 66 <5 <10 <0.2 23 29 38 - 7 710 0.09B28 B28/0.2 3/03/2010 10-10115 2110226 10-10115 Fill Normal On-Site - - - - - - - - <5 9 69 <5 <10 <0.2 22 9 20 - 15 690 <0.05B3 B3/0.2 25/02/2010 10-09481 2104263 10-09481 Fill Normal On-Site - - - - - - - - <5 <5 30 <5 <10 <0.2 <5 9 <5 - 13 11 0.13B3 B3/0.3 25/02/2010 10-09481 2104264 10-09481 Natural Normal On-Site - - - - - - - - <5 <5 20 <5 <10 <0.2 10 <5 <5 - 9 11 <0.05B3 B3/1.0 25/02/2010 10-09481 2104266 10-09481 Natural Normal On-Site - - - 8.5 - - - - <5 <5 51 <5 <10 <0.2 14 12 <5 - 8 38 <0.05B31 B31/0.3 19/03/2010 10-12340 2126095 10-12340 Fill Normal On-Site - - - - - - - - <5 11 75 <5 <10 <0.2 21 21 27 - 10 800 <0.05B32 B132/3.0 19/03/2010 10-12340 2126128 10-12340 Fill Field D On-Site - - - - - - - - - - - - - - - - - - - - - B32 B232/3.0 19/03/2010 M10-MA08220 261390 Fill Interlab D On-Site 19 - - - - - - - - - - - - - - - - - - - - B32 B32/2.0 19/03/2010 10-12340 2126100 10-12340 Fill Normal On-Site - - - - - - - - <5 10 49 <5 <10 <0.2 25 12 220 - 35 140 <0.05B32 B32/3.0 19/03/2010 10-12340 2126101 10-12340 Fill Normal On-Site - - - - <5 - - - <5 9 53 <5 <10 <0.2 27 12 84 - 32 120 0.06B32 B32/4.0 19/03/2010 10-14511 2144339 10-14511 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B32 B32/7.0 19/03/2010 10-12340 2126105 10-12340 Natural Normal On-Site - - - 8.8 <5 310 - - - <5 - - - <0.2 - - <5 <1 5 - <0.05B33 B133/2.5 19/03/2010 10-12340 2126129 10-12340 Fill Field D On-Site - - - - - - - - <5 12 120 <5 <10 0.3 21 11 870 - 120 150 0.07B33 B233/2.5 19/03/2010 M10-MA08221 261390 Fill Interlab D On-Site 19 - - - - - - - 3 10 - 0.5 8.1 0.2 19 6.5 880 - 65 140 0.07B33 B33/0.5 19/03/2010 10-12340 2126107 10-12340 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B33 B33/1.0 19/03/2010 10-12340 2126108 10-12340 Fill Normal On-Site - - - 7.5 <5 610 - - - 22 - - - 0.3 - - 5100 <1 310 - <0.05B33 B33/2.5 19/03/2010 10-12340 2126110 10-12340 Fill Normal On-Site - - - - - - - - 6 12 110 <5 <10 0.4 18 8 1200 - 150 150 0.15B34 B34/2.0 19/03/2010 10-12340 2126114 10-12340 Fill Normal On-Site - - - - - - - - <5 6 100 <5 <10 <0.2 16 8 47 - 24 72 <0.05B34 B34/3.0 19/03/2010 10-12340 2126115 10-12340 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B34 B34/3.5 19/03/2010 10-12340 2126116 10-12340 Natural Normal On-Site - - - - - - - - <5 <5 58 <5 <10 <0.2 13 8 8 - 11 46 <0.05B34 B34/3.5 19/03/2010 10-16375 2157312 10-16375 Fill Normal On-Site - - - - - - 850 - - - - - - - - - - - - - - B35 B35/1.0 19/03/2010 10-12340 2126122 10-12340 Natural Normal On-Site - - - - - - - - <5 <5 32 <5 <10 <0.2 18 <5 32 - 9 68 <0.05B35 B35/1.5 19/03/2010 10-12340 2126123 10-12340 Fill Normal On-Site - - - - - - - - 7 11 46 <5 <10 <0.2 12 <5 2100 - 220 85 <0.05B35 B35/2.0 19/03/2010 10-12340 2126124 10-12340 Fill Normal On-Site - - - - - - - - <5 <5 62 <5 <10 <0.2 11 9 35 - 12 48 <0.05B35 B35/3.0 19/03/2010 10-12340 2126127 10-12340 Natural Normal On-Site - - - - - - - - <5 <5 10 <5 <10 <0.2 19 <5 <5 - 6 9 <0.05B43 B43/3.1 3/05/2010 10-19920 2184570 10-19920 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B44 B44/1.6 3/05/2010 10-19920 2184567 10-19920 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B51 B51/0.4 5/05/2010 10-19084 2178976 10-19084 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B51 B51/2.0 5/05/2010 10-19084 2178980 10-19084 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B52 B52/0.5 6/05/2010 10-19086 2179018 10-19086 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B52 B52/0.65 6/05/2010 10-19086 2179019 10-19086 Fill Normal On-Site - - - - - - - - <5 <5 39 <5 <10 <0.2 5 <5 <5 - <5 140 <0.05B52 B52/2.0 6/05/2010 10-19086 2179023 10-19086 Natural Normal On-Site - - - - - - - - <5 <5 99 <5 <10 <0.2 13 7 <5 - 10 28 <0.05

Inorganics Metals

Page 1 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

% M

oist

ure

Cla

y C

onte

nt

pH (a

queo

us e

xtra

ct)

pH (L

ab)

Cya

nide

Tot

al

Fluo

ride

Sulp

hate

(as

SO4)

Sulp

hate

as

S

Ant

imon

y

Ars

enic

Bar

ium

Ber

ylliu

m

Bor

on

Cad

miu

m

Chr

omiu

m (I

II+VI

)

Cob

alt

Cop

per

Chr

omiu

m (h

exav

alen

t)

Lead

Man

gane

se

Mer

cury

% % pH Units pH Units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kgEQL 0.1 0.1 0.1 5 100 10 10 5 5 5 5 10 0.2 5 5 5 1 5 5 0.05NEPM 2013 EIL Fill (Urban Residential and Public Open Space) 20#1 100 330#2 21#2 10#3 200#4 50#1 70#5 130#6 1100#7 500#8 6.6#3

NEPM 2013 EIL Natural (Urban Residential and Public Open Space) 20#1 100 330#2 21#2 10#3 200#4 50#1 70#5 130#6 1100#7 500#8 6.6#3

NEPM 2013 EIL Fill (Commercial/Industrial) 40 #1 160 330 #2 21 #2 22 #3 320 #4 300 #1 95 #5 1800 #7 500 #8 24 #3

NEPM 2013 EIL Natural (Commercial/Industrial) 40#1 160 330#2 21#2 22#3 320#4 300#1 95#5 1800#7 500#8 24#3

NEPM 2013 Table 1A(1) HILs Res A Soil 3100#16 31#16 100#17 15000#16 60 4500 20 120000#18 100 6000 100 300#19 3800 40#20

NEPM 2013 Table 1A(1) HILs Res B Soil 3100#16 31#16 500#17 15000#16 90 40000 150 120000#18 600 30000 500 1200#19 14000 120#20

NEPM 2013 Table 1A(1) HILs Rec C Soil 3100#16 31#16 300#17 15000#16 90 20000 90 120000#18 300 17000 300 600#19 19000 80#20

NEPM 2013 Table 1A(1) HILs Comm/Ind D Soil 47000#16 470#16 3000#17 220000#16 500 300000 900 4000 240000 3600 1500#19 60000 730#20

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring Zone

Inorganics Metals

B52 B52/3.0 6/05/2010 10-19086 2179025 10-19086 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B53 B53/0.5 6/05/2010 10-19086 2179027 10-19086 Fill Normal On-Site - - - - - - - - <5 <5 150 <5 <10 <0.2 11 <5 <5 - 13 16 <0.05B53 B53/1.3 6/05/2010 10-19086 2179029 10-19086 Natural Normal On-Site - - - - - - - - <5 <5 84 <5 <10 <0.2 11 <5 <5 - 9 34 <0.05B53 B53/2.0 6/05/2010 10-19086 2179031 10-19086 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B54 B54/0.35 6/05/2010 10-19086 2179035 10-19086 Fill Normal On-Site - - - - - - - - <5 10 100 <5 <10 0.5 15 6 35 - 110 1700 3.8B54 B54/1.5 6/05/2010 10-19086 2179038 10-19086 Fill Normal On-Site - - - - - - - - 21 9 120 <5 <10 1.3 17 6 160 - 290 710 1.2B54 B54/1.5 6/05/2010 10-20080 2186146 10-20080 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B55 B55/0.4 6/05/2010 10-19086 2179040 10-19086 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B55 B55/1.9 6/05/2010 10-19086 2179042 10-19086 Natural Normal On-Site - - - - - - - - <5 <5 100 <5 <10 <0.2 11 12 <5 - 9 46 <0.05B55 B55/4.0 6/05/2010 10-19086 2179044 10-19086 Natural Normal On-Site - - - - - - - - <5 <5 85 <5 <10 <0.2 9 <5 <5 - 6 19 <0.05B55 B55/5.5 6/05/2010 10-19086 2179046 10-19086 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B55 B55/6.5 6/05/2010 10-20080 2186147 10-20080 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B57 B157/0.8 6/05/2010 10-19086 2179078 10-19086 Fill Field D On-Site - - - - - - - - <5 <5 23 <5 21 <0.2 <5 <5 18 - <5 17 0.11B57 B257/0.8 6/05/2010 M10-MY03786 264198 Fill Interlab D On-Site 33 - - - - - - - <10 2.5 - <2 15 <0.5 <5 6.9 27 - 6.1 24 0.1B57 B57/0.2 6/05/2010 10-19086 2179049 10-19086 Fill Normal On-Site - - - - - - - - <5 8 41 <5 17 <0.2 14 9 110 - 15 210 <0.05B57 B57/0.8 6/05/2010 10-19086 2179051 10-19086 Fill Normal On-Site - - - - <5 140 - - - <5 - - - <0.2 - - 24 <1 7 - 0.16B57 B57/1.5-2.0 6/05/2010 10-19086 2179053 10-19086 Natural Normal On-Site - - - - - - - - <5 <5 170 <5 <10 <0.2 14 <5 <5 - 9 24 <0.05B57 B57/3.0 6/05/2010 10-19086 2179054 10-19086 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B58 B58/0.4 6/05/2010 10-19086 2179055 10-19086 Fill Normal On-Site - - - - - - - - <5 6 86 <5 <10 <0.2 12 7 7 - 18 36 <0.05B58 B58/0.8 6/05/2010 10-19086 2179056 10-19086 Fill Normal On-Site - - - - - - - - <5 <5 24 <5 <10 <0.2 <5 <5 <5 - 8 10 <0.05B58 B58/1.0 6/05/2010 10-19086 2179057 10-19086 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B58 B58/2.0 6/05/2010 10-19086 2179059 10-19086 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B59 B59/0.4 6/05/2010 10-19086 2179063 10-19086 Fill Normal On-Site - - - - - - - - <5 <5 89 <5 100 <0.2 <5 10 24 - 270 150 1.5B59 B59/0.4 6/05/2010 10-20080 2186148 10-20080 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B59 B59/1.1 7/05/2010 10-19320 2181423 10-19320 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B59 B59/1.1 7/05/2010 10-20080 2186149 10-20080 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - B60 B60/0.5 6/05/2010 10-19086 2179066 10-19086 Fill Normal On-Site - - - - - - - - <5 <5 55 <5 <10 <0.2 20 12 36 - 21 130 0.05B60 B60/1.2 6/05/2010 10-19086 2179068 10-19086 Natural Normal On-Site - - - - - - - - <5 <5 79 <5 <10 0.4 17 11 26 - 44 180 <0.05B60 B60/2.5 7/05/2010 10-19320 2181425 10-19320 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - B60 B60/4.0 7/05/2010 10-19320 2181427 10-19320 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - BH43 B243/1.2 3/05/2010 M10-MY01951 263869 Fill Interlab D On-Site 21 - 9.2 - <5 110 - - - 3.9 - - - <0.5 10 - 5.9 <1 10 - <0.1BH43 BH143/1.2 3/05/2010 10-18778 2176137 10-18778 Fill Field D On-Site - - - - <5 140 - - - 5 - - - <0.2 - - <5 <1 13 - <0.05BH43 BH43/0.6 3/05/2010 10-18778 2176096 10-18778 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - BH43 BH43/1.2 3/05/2010 10-18778 2176097 10-18778 Fill Normal On-Site - - - - <5 150 - - - <5 - - - <0.2 - - <5 <1 9 - <0.05BH43 BH43/3.1 3/05/2010 10-18778 2176101 10-18778 Fill Normal On-Site - - - - - - - - <5 <5 98 <5 <10 0.4 11 <5 <5 - 22 38 <0.05BH43 BH43/4.0 3/05/2010 10-18778 2176103 10-18778 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - BH43 BH43/5.0 3/05/2010 10-18778 2176105 10-18778 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - BH44 BH44/0.5 3/05/2010 10-18778 2176108 10-18778 Fill Normal On-Site - - - 8.8 - - - - <5 <5 82 <5 <10 <0.2 8 <5 <5 - 6 14 <0.05BH44 BH44/2.5 3/05/2010 10-18778 2176112 10-18778 Fill Normal On-Site - - - - - - - - <5 <5 110 <5 <10 <0.2 11 <5 <5 - 11 16 <0.05BH44 BH44/4.0 3/05/2010 10-18778 2176115 10-18778 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - BH44 BH44/5.0 3/05/2010 10-18778 2176116 10-18778 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - BH45 BH45/0.2 3/05/2010 10-18778 2176117 10-18778 Fill Normal On-Site - - - - <5 620 - - - 7 - - - <0.2 - - 11 <1 21 - 0.06BH45 BH45/0.5 3/05/2010 10-18778 2176118 10-18778 Fill Normal On-Site - - - - - - - - <5 <5 15 <5 <10 <0.2 <5 <5 <5 - <5 21 <0.05BH45 BH45/1.2 3/05/2010 10-18778 2176119 10-18778 Fill Normal On-Site - - - - - - - - <5 5 690 <5 <10 <0.2 16 8 <5 - 17 16 <0.05BH46 BH46/0.25 3/05/2010 10-18778 2176126 10-18778 Fill Normal On-Site - - - - - - - - <5 28 86 <5 <10 <0.2 14 6 10 - 12 83 <0.05BH46 BH46/1.0 3/05/2010 10-18778 2176128 10-18778 Fill Normal On-Site - - - - <5 660 - - - <5 - - - <0.2 - - <5 <1 <5 - <0.05BH46 BH46/3.5 3/05/2010 10-18778 2176131 10-18778 Natural Normal On-Site - - - - - - - - <5 <5 25 <5 10 <0.2 16 6 <5 - <5 15 <0.05GW11 GW11/1.0 26/02/2010 10-09486 2104358 10-09486 Fill Normal On-Site - - - - - - - - <5 17 79 <5 <10 0.4 24 14 30 - 16 450 0.05GW11 GW11/2.0 26/02/2010 10-09486 2104361 10-09486 Fill Normal On-Site - - - 7 - - - - 11 18 36 <5 <10 0.2 14 5 6700 - 250 110 <0.05GW11 GW11/3.5 26/02/2010 10-09486 2104363 10-09486 Fill Normal On-Site - - - - - - - - <5 5 28 <5 <10 <0.2 17 12 89 - 20 44 <0.05GW11 GW11/6.0 26/02/2010 10-09486 2104368 10-09486 Natural Normal On-Site - - - - - - - - <5 <5 69 <5 <10 <0.2 9 5 5 - 5 9 <0.05GW11 GW11/9.0 26/02/2010 10-11855 2121560 10-11855 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - GW21 GW21/0.7 29/09/2016 16-44985 4938228 16-44985 Fill Normal On-Site - - - - - - - - <5 8 130 <5 <10 <0.2 26 8 20 - 31 120 <0.05GW21 GW21/3.0 29/09/2016 16-44985 4938230 16-44985 Fill Normal On-Site - - - - - - - - <5 15 95 <5 <10 <0.2 26 7 14 - 18 88 <0.05GW21 GW21/5.0 29/09/2016 16-44985 4938232 16-44985 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - GW21 GW21/7.0 29/09/2016 16-44985 4938233 16-44985 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - GW21 GW21/10.0 29/09/2016 16-47301 4955635 16-47301 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - GW21 GW21/14.0 29/09/2016 16-44985 4938236 16-44985 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - TP1 TP1/0.0-0.7 19/03/2010 10-12340 2126118 10-12340 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - TP1 TP1/0.7-1.4 19/03/2010 10-12340 2126119 10-12340 Natural Normal On-Site - - - - - - - - <5 11 140 <5 10 0.3 23 19 190 - 62 1800 0.3TP1 TP1/2.0 19/03/2010 10-12340 2126120 10-12340 Natural Normal On-Site - - - - - - - - <5 8 160 <5 <10 <0.2 12 8 <5 - 10 38 <0.05TP1 TP1/2.0 19/03/2010 10-14511 2144340 10-14511 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - TP37 TP37/0.45 4/01/2012 12-02857 2882520 12-02857 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - TP37 TP37/0.55 4/01/2012 12-02857 2882521 12-02857 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - TP38 TP38/0.4 4/01/2012 12-02857 2882522 12-02857 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - TP44 040112 4/01/2012 12-02857 2882531 12-02857 Natural Field D On-Site - - - - - - - - - - - - - - - - - - - - -

Page 2 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

% M

oist

ure

Cla

y C

onte

nt

pH (a

queo

us e

xtra

ct)

pH (L

ab)

Cya

nide

Tot

al

Fluo

ride

Sulp

hate

(as

SO4)

Sulp

hate

as

S

Ant

imon

y

Ars

enic

Bar

ium

Ber

ylliu

m

Bor

on

Cad

miu

m

Chr

omiu

m (I

II+VI

)

Cob

alt

Cop

per

Chr

omiu

m (h

exav

alen

t)

Lead

Man

gane

se

Mer

cury

% % pH Units pH Units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kgEQL 0.1 0.1 0.1 5 100 10 10 5 5 5 5 10 0.2 5 5 5 1 5 5 0.05NEPM 2013 EIL Fill (Urban Residential and Public Open Space) 20#1 100 330#2 21#2 10#3 200#4 50#1 70#5 130#6 1100#7 500#8 6.6#3

NEPM 2013 EIL Natural (Urban Residential and Public Open Space) 20#1 100 330#2 21#2 10#3 200#4 50#1 70#5 130#6 1100#7 500#8 6.6#3

NEPM 2013 EIL Fill (Commercial/Industrial) 40 #1 160 330 #2 21 #2 22 #3 320 #4 300 #1 95 #5 1800 #7 500 #8 24 #3

NEPM 2013 EIL Natural (Commercial/Industrial) 40#1 160 330#2 21#2 22#3 320#4 300#1 95#5 1800#7 500#8 24#3

NEPM 2013 Table 1A(1) HILs Res A Soil 3100#16 31#16 100#17 15000#16 60 4500 20 120000#18 100 6000 100 300#19 3800 40#20

NEPM 2013 Table 1A(1) HILs Res B Soil 3100#16 31#16 500#17 15000#16 90 40000 150 120000#18 600 30000 500 1200#19 14000 120#20

NEPM 2013 Table 1A(1) HILs Rec C Soil 3100#16 31#16 300#17 15000#16 90 20000 90 120000#18 300 17000 300 600#19 19000 80#20

NEPM 2013 Table 1A(1) HILs Comm/Ind D Soil 47000#16 470#16 3000#17 220000#16 500 300000 900 4000 240000 3600 1500#19 60000 730#20

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring Zone

Inorganics Metals

TP44 TP244/0.4 4/01/2012 M12-Ja02702 323719 Fill Interlab D On-Site 16 - - - - - - - - - - - - - - - - - - - - TP44 TP44/0.4 4/01/2012 12-02857 2882528 12-02857 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - TP45 TP45/0.4 4/01/2012 12-02857 2882529 12-02857 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - V1 300811A 30/08/2011 11-37134 2727075 11-37134 Natural Field D On-Site - - - - - - - - - <5 - - - <0.2 9 - <5 - 7 - <0.05V1 V1 30/08/2011 11-37134 2727067 11-37134 Natural Normal On-Site - - - - - - - - - <5 - - - <0.2 10 - <5 - 7 - <0.05V1 V1/0.3 28/10/2011 11-46254 2800962 11-46254 Natural Normal On-Site - - - - - - - - <5 14 200 <5 <10 <0.2 10 6 23 - 35 190 <0.05V1 V1/0.6 25/08/2011 11-36678 2722430 11-36678 Natural Normal On-Site - - - - - - - - - <5 - - - <0.2 15 9 5 - 9 - <0.05V1 V1/1.7 23/03/2012 12-15704 2980156 12-15704 Natural Normal On-Site - - - - - - - - <5 <5 76 <5 <10 <0.2 12 <5 <5 - 5 15 <0.05V1 V1/1.9 23/03/2012 12-15704 2980157 12-15704 Natural Normal On-Site - - - - - - - - <5 <5 46 <5 <10 <0.2 9 <5 <5 - 5 17 <0.05V21 V21 26/06/2012 12-29711 3088759 12-29711 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - V22 V22 26/06/2012 12-29711 3088760 12-29711 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - V34 V34 28/06/2012 12-30064 3092122 12-30064 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - V36 V36 28/06/2012 12-30064 3092123 12-30064 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - V37 V37 28/06/2012 12-30064 3092124 12-30064 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - V38 V38 28/06/2012 12-30064 3092125 12-30064 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - V43 280612B 28/06/2012 12-30068 3092179 12-30068 Natural Field D On-Site - - - - - - - - - - - - - - - - - - - - - V43 V43 28/06/2012 12-30064 3092126 12-30064 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - Off-Site DelineationB48 B48/12.0 13/05/2010 10-20021 2185396 10-20021 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - B48 B48/14.5 13/05/2010 10-20021 2185398 10-20021 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - B48 B48/6.0 5/05/2010 10-19084 2178974 10-19084 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - B50 B50/3.0 4/05/2010 10-19920 2184568 10-19920 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - B56 B156/2.8 7/05/2010 10-19320 2181428 10-19320 Natural Field D Off-Site - - - - - - - - - - - - - - - - - - - - - B56 B256/2.8 7/05/2010 M10-MY05410 264542 Natural Interlab D Off-Site 15 - - - - - - - - - - - - - - - - - - - - B56 B56/1.5 7/05/2010 10-19320 2181413 10-19320 Natural Normal Off-Site - - - - - - - - <5 <5 93 <5 11 <0.2 13 7 9 - 9 160 <0.05B56 B56/2.8 7/05/2010 10-19320 2181416 10-19320 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - B56 B56/4.2 7/05/2010 10-19320 2181418 10-19320 Natural Normal Off-Site - - - - - - - - <5 <5 150 <5 <10 <0.2 13 14 7 - 12 27 <0.05B56 B56/5.8 7/05/2010 10-19320 2181420 10-19320 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH47 BH47/1.5 4/05/2010 10-18782 2176188 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH47 BH47/2.5 4/05/2010 10-18782 2176190 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH48 BH48/1.0 4/05/2010 10-18782 2176202 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH48 BH48/1.5 4/05/2010 10-18782 2176203 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH48 BH48/2.5 4/05/2010 10-18782 2176205 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH49 B249/3.0 4/05/2010 M10-MY01952 263870 Natural Interlab D Off-Site 13 - - - - - - - - - - - - - - - - - - - - BH49 BH149/3.0 4/05/2010 10-18782 2176234 10-18782 Natural Field D Off-Site - - - - - - - - - - - - - - - - - - - - - BH49 BH49/1.0 4/05/2010 10-18782 2176211 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH49 BH49/3.0 4/05/2010 10-18782 2176215 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH49 BH49/3.5 4/05/2010 10-18782 2176216 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH50 BH50/1.0 4/05/2010 10-18782 2176224 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH50 BH50/1.5 4/05/2010 10-18782 2176225 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - BH50 BH50/2.5 4/05/2010 10-18782 2176227 10-18782 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW17 GW17/12.0 23/09/2016 16-47279 4955453 16-47279 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW17 GW17/15.0 23/09/2016 16-47279 4955454 16-47279 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW17 GW17/5.0 23/09/2016 16-47279 4955451 16-47279 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW18 GW18/13.0 26/09/2016 16-47279 4955459 16-47279 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW18 GW18/17.0 26/09/2016 16-47279 4955460 16-47279 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW18 GW18/19.0 26/09/2016 16-47279 4955466 16-47279 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW19 GW19/17.0 27/09/2016 16-44620 4934847 16-44620 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW19 GW19/17.0 27/09/2016 16-47301 4955637 16-47301 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW19 GW19/6.0 27/09/2016 16-44620 4934841 16-44620 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW19 GW19/6.0 27/09/2016 16-47301 4955638 16-47301 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW19 GW19/9.0 27/09/2016 16-44620 4934844 16-44620 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW20 GW20/14.0 28/09/2016 16-47301 4955636 16-47301 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW20 GW20/16.0 28/09/2016 16-44775 4936460 16-44775 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW20 GW20/3.0 28/09/2016 16-44775 4936455 16-44775 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW20 GW20/7.0 28/09/2016 16-44775 4936457 16-44775 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW20 GW220/7.0 28/09/2016 M16-Se27771 517813 Natural Interlab D Off-Site 15 - - - - - - - - - - - - - - - - - - - - GW20 GW280916 28/09/2016 16-44775 4936461 16-44775 Natural Field D Off-Site - - - - - - - - - - - - - - - - - - - - - GW22 GW071116 7/11/2016 16-50776 4981965 16-50776 Natural Field D Off-Site - - - - - - - - - - - - - - - - - - - - - GW22 GW22/10.0 7/11/2016 16-50776 4981958 16-50776 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW22 GW22/12.0 7/11/2016 16-50776 4981960 16-50776 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW22 GW22/14.0 7/11/2016 16-50776 4981978 16-50776 Natural Normal Off-Site - 69 - - - - - - - - - - - - - - - - - - - GW22 GW22/15.0 7/11/2016 16-50776 4981964 16-50776 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW22 GW22/2.5 7/11/2016 16-50776 4981951 16-50776 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW22 GW22/4.0 7/11/2016 16-50776 4981977 16-50776 Natural Normal Off-Site - 32 - - - - - - - - - - - - - - - - - - - GW22 GW222/12.0 7/11/2016 M16-No07119 522833 Natural Interlab D Off-Site 33 - - - - - - - - - - - - - - - - - - - -

Page 3 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

% M

oist

ure

Cla

y C

onte

nt

pH (a

queo

us e

xtra

ct)

pH (L

ab)

Cya

nide

Tot

al

Fluo

ride

Sulp

hate

(as

SO4)

Sulp

hate

as

S

Ant

imon

y

Ars

enic

Bar

ium

Ber

ylliu

m

Bor

on

Cad

miu

m

Chr

omiu

m (I

II+VI

)

Cob

alt

Cop

per

Chr

omiu

m (h

exav

alen

t)

Lead

Man

gane

se

Mer

cury

% % pH Units pH Units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kgEQL 0.1 0.1 0.1 5 100 10 10 5 5 5 5 10 0.2 5 5 5 1 5 5 0.05NEPM 2013 EIL Fill (Urban Residential and Public Open Space) 20#1 100 330#2 21#2 10#3 200#4 50#1 70#5 130#6 1100#7 500#8 6.6#3

NEPM 2013 EIL Natural (Urban Residential and Public Open Space) 20#1 100 330#2 21#2 10#3 200#4 50#1 70#5 130#6 1100#7 500#8 6.6#3

NEPM 2013 EIL Fill (Commercial/Industrial) 40 #1 160 330 #2 21 #2 22 #3 320 #4 300 #1 95 #5 1800 #7 500 #8 24 #3

NEPM 2013 EIL Natural (Commercial/Industrial) 40#1 160 330#2 21#2 22#3 320#4 300#1 95#5 1800#7 500#8 24#3

NEPM 2013 Table 1A(1) HILs Res A Soil 3100#16 31#16 100#17 15000#16 60 4500 20 120000#18 100 6000 100 300#19 3800 40#20

NEPM 2013 Table 1A(1) HILs Res B Soil 3100#16 31#16 500#17 15000#16 90 40000 150 120000#18 600 30000 500 1200#19 14000 120#20

NEPM 2013 Table 1A(1) HILs Rec C Soil 3100#16 31#16 300#17 15000#16 90 20000 90 120000#18 300 17000 300 600#19 19000 80#20

NEPM 2013 Table 1A(1) HILs Comm/Ind D Soil 47000#16 470#16 3000#17 220000#16 500 300000 900 4000 240000 3600 1500#19 60000 730#20

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring Zone

Inorganics Metals

GW23 GW23/11.0 8/11/2016 16-50893 4982912 16-50893 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - GW23 GW23/16.0 8/11/2016 16-50893 4982917 16-50893 Natural Normal Off-Site - - - - - - - - - - - - - - - - - - - - - Adjacent Audit Investigation Samples

Env Stds Comments #1:Based on CCME 1991

#2:US EPA 2005 ECO SSL #3:Based on CCME 1999

#4:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). Criteria based on Cr(III). #5:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(2) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#6:ECO SSL 2008 - Protection of Mammalian Wildlife #7:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(4) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#8:NEPC 1999. NEPM Interim Urban Ecological Investigation Level. #9:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#10:Based on EPA IWRG 621 Clean Fill Criteria #11:Based on CCME 1997

#12:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(1) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). #13:US EPA 2007 ECO SSL - Based on high molecular weight PAHs

#14:Based on Ministry of Infrastructure and Environment, Dutch Target Intervention Value (2013 Circular) #15:Based on US EPA Region 4 Soil Screening Value (All Receptors) - revised 2015

#16:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 #17:Arsenic: HIL assumes 70% oral bioavailability. Site-specific bioavailability maybe important and should be considered where appropriate (refer shedule B7).

#18:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 - Chromium insoluble salts criteria has been adopted #19:Lead: HILs A,B,C based on blood lead models (IEUBK & HIL D on adult lead model for where 50% bioavailability considered. Site-specific bioavailability should be considered where appropriate.

#20:Elemental mercury: HIL does not address elemental mercury. a site specific assessment should be considered if elemental mercury is present, or suspected to be present. #21:Carcinogenic PAHs: HIL based on 8 carcinogenic PAHs & their TEFs (relative to BaP, ref Schedule B7). BaP TEQ = Sum of each carcinogenic PAH adjusted by its BaP TEF (refer Tabl 1A(1).

#22:Total PAHs: Based on sum of 16 most common reported (WHO 98). HIL application should consider presence of carcinogenic PAHs (should meet BaP TEQ HIL) & naphthalene (should meet relevant HSL)#23:PCBs: HIL refers to non-dioxin like PCBs only. Where PCB source is known, or suspected at a site, a site-specific assessment of exposure to all PCBs (inc dioxin like PCBs) should be undertaken

Page 4 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneOn-SiteB1 B1/0.25 25/02/2010 10-09481 2104247 10-09481 Fill Normal On-SiteB1 B1/1.0 25/02/2010 10-09481 2104249 10-09481 Natural Normal On-SiteB1 B101/0.25 25/02/2010 10-09481 2104300 10-09481 Fill Field D On-SiteB1 B201/0.25 1/03/2010 M10-MA00290 260105 Natural Interlab D On-SiteB12 B12/0.25 3/03/2010 10-10115 2110200 10-10115 Fill Normal On-SiteB12 B12/0.6 3/03/2010 10-10115 2110201 10-10115 Natural Normal On-SiteB12 B12/2.0 3/03/2010 10-10115 2110203 10-10115 Natural Normal On-SiteB2 B2/0.5 25/02/2010 10-09481 2104255 10-09481 Fill Normal On-SiteB2 B2/0.65 25/02/2010 10-09481 2104256 10-09481 Fill Normal On-SiteB2 B2/1.5 25/02/2010 10-09481 2104259 10-09481 Natural Normal On-SiteB22 B22/0.5 29/03/2010 10-13713 2136227 10-13713 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-13713 2136229 10-16375 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-16375 2156308 10-16375 Fill Normal On-SiteB23 B123/0.5 29/03/2010 10-13713 2136253 10-13713 Fill Field D On-SiteB23 B223/0.5 29/03/2010 M10-MA11016 261844 Fill Interlab D On-SiteB23 B23/0.5 29/03/2010 10-13713 2136231 10-13713 Fill Normal On-SiteB23 B23/0.5 29/03/2010 10-16375 2157311 10-16375 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-13713 2136232 10-13713 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-16375 2156307 10-16375 Fill Normal On-SiteB23 B23/1.2 29/03/2010 10-13713 2136233 10-13713 Natural Normal On-SiteB23 B23/2.0 29/03/2010 10-13713 2136235 10-13713 Natural Normal On-SiteB23 B23/4.0 29/03/2010 10-13713 2136237 10-13713 Natural Normal On-SiteB24 B24/0.2 29/03/2010 10-13713 2136239 10-13713 Fill Normal On-SiteB24 B24/0.6 29/03/2010 10-13713 2136240 10-13713 Fill Normal On-SiteB24 B24/0.9 29/03/2010 10-13713 2136241 10-13713 Natural Normal On-SiteB24 B24/2.0 29/03/2010 10-13713 2136243 10-13713 Natural Normal On-SiteB25 B25/0.2 29/03/2010 10-13713 2136247 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-13713 2136248 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-16375 2157310 10-16375 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-13713 2136250 10-13713 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-16375 2156306 10-16375 Fill Normal On-SiteB26 B26/0.5-1.0 29/03/2010 10-13713 2136251 10-13713 Fill Normal On-SiteB27 B27/0.2 3/03/2010 10-10115 2110224 10-10115 Fill Normal On-SiteB28 B28/0.05 3/03/2010 10-10115 2110225 10-10115 Fill Normal On-SiteB28 B28/0.2 3/03/2010 10-10115 2110226 10-10115 Fill Normal On-SiteB3 B3/0.2 25/02/2010 10-09481 2104263 10-09481 Fill Normal On-SiteB3 B3/0.3 25/02/2010 10-09481 2104264 10-09481 Natural Normal On-SiteB3 B3/1.0 25/02/2010 10-09481 2104266 10-09481 Natural Normal On-SiteB31 B31/0.3 19/03/2010 10-12340 2126095 10-12340 Fill Normal On-SiteB32 B132/3.0 19/03/2010 10-12340 2126128 10-12340 Fill Field D On-SiteB32 B232/3.0 19/03/2010 M10-MA08220 261390 Fill Interlab D On-SiteB32 B32/2.0 19/03/2010 10-12340 2126100 10-12340 Fill Normal On-SiteB32 B32/3.0 19/03/2010 10-12340 2126101 10-12340 Fill Normal On-SiteB32 B32/4.0 19/03/2010 10-14511 2144339 10-14511 Fill Normal On-SiteB32 B32/7.0 19/03/2010 10-12340 2126105 10-12340 Natural Normal On-SiteB33 B133/2.5 19/03/2010 10-12340 2126129 10-12340 Fill Field D On-SiteB33 B233/2.5 19/03/2010 M10-MA08221 261390 Fill Interlab D On-SiteB33 B33/0.5 19/03/2010 10-12340 2126107 10-12340 Fill Normal On-SiteB33 B33/1.0 19/03/2010 10-12340 2126108 10-12340 Fill Normal On-SiteB33 B33/2.5 19/03/2010 10-12340 2126110 10-12340 Fill Normal On-SiteB34 B34/2.0 19/03/2010 10-12340 2126114 10-12340 Fill Normal On-SiteB34 B34/3.0 19/03/2010 10-12340 2126115 10-12340 Fill Normal On-SiteB34 B34/3.5 19/03/2010 10-12340 2126116 10-12340 Natural Normal On-SiteB34 B34/3.5 19/03/2010 10-16375 2157312 10-16375 Fill Normal On-SiteB35 B35/1.0 19/03/2010 10-12340 2126122 10-12340 Natural Normal On-SiteB35 B35/1.5 19/03/2010 10-12340 2126123 10-12340 Fill Normal On-SiteB35 B35/2.0 19/03/2010 10-12340 2126124 10-12340 Fill Normal On-SiteB35 B35/3.0 19/03/2010 10-12340 2126127 10-12340 Natural Normal On-SiteB43 B43/3.1 3/05/2010 10-19920 2184570 10-19920 Fill Normal On-SiteB44 B44/1.6 3/05/2010 10-19920 2184567 10-19920 Fill Normal On-SiteB51 B51/0.4 5/05/2010 10-19084 2178976 10-19084 Fill Normal On-SiteB51 B51/2.0 5/05/2010 10-19084 2178980 10-19084 Natural Normal On-SiteB52 B52/0.5 6/05/2010 10-19086 2179018 10-19086 Fill Normal On-SiteB52 B52/0.65 6/05/2010 10-19086 2179019 10-19086 Fill Normal On-SiteB52 B52/2.0 6/05/2010 10-19086 2179023 10-19086 Natural Normal On-Site

Mol

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num

Nic

kel

Sele

nium

Silv

er

Tin

Vana

dium

Zinc

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

+C10

- C

36 (S

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f tot

al)

C6-

C10

Car

cino

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c PA

Hs

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B(a

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Ben

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TEQ

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c (Z

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Ben

zo(b

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Ben

zo(g

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zo(k

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anth

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg5 5 3 5 5 5 5 20 20 50 50 50 20 0.1 0.1 0.1 0.5 0.1 0.1 0.1 0.1

10#1 35#9 10#10 20#1 50#1 130#11 110#12

10#1 35#9 10#10 20#1 50#1 130#11 110#12

40 #1 60 #9 10 #10 300 #1 130 #11 150 #12

40#1 60#9 10#10 300#1 130#11 150#12

390#16 400 200 390#16 47000#16 390#16 7400 3#21 3#21

390#16 1200 1400 390#16 47000#16 390#16 60000 4#21 4#21

390#16 1200 700 390#16 47000#16 390#16 30000 3#21 3#21

5800#16 6000 10000 5800#16 700000#16 5800#16 400000 40#21 40#21

<5 15 <5 <5 <5 - 28 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 13 <5 <5 <5 75 6 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 12 <5 <5 <5 57 39 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1

<10 12 <2 <5 <10 120 28 <20 <50 <100 <100 <250 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 6 <5 <5 <5 - 74 <20 <20 <50 <50 <120 - 0.1715 - 0.1 <0.1 - <0.1 0.1 <0.1 0.2<5 <5 <5 <5 <5 52 13 <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 71 280 <50 351 - - - - - - - - - - <5 5 <5 <5 <5 56 13 - - - - - - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 6 <5 <5 <5 23 14 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 6 <5 <5 <5 55 <5 - - - - - - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 12 <5 <5 <5 26 43 <20 31 140 88 259 - 0.425 - 0.2 0.2 - 0.2 0.3 <0.1 0.6<5 17 <5 <5 12 21 110 28 4800 10,000 600 15,400 - <0.696 - <0.3 <0.3 - <0.3 <0.3 <0.3 0.9 - - - - - - - - - - - - - - - - - - - - - - <5 32 <5 <5 <5 15 83 <20 92 570 140 802 - 0.873 - 0.6 0.1 - 0.6 1.2 <0.1 14

<10 26 <2 <5 <10 - 49 <20 <50 110 <100 110 - 0.4075 - 0.4 <0.1 - 0.2 0.2 <0.1 1.1<5 34 <5 <5 <5 - 60 <20 53 200 <50 253 - 0.1885 - 0.1 <0.1 - 0.1 0.3 <0.1 5 - - - - - - - - - - - - - - - - - - - - - - <5 12 <5 <5 <5 15 72 190 22,000 61,000 3600 86,600 - 0.9265 - <0.7 <0.7 - <0.7 2.3 <0.7 7.9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <20 190 370 <50 560 - - - - - - - - - - <5 <5 <5 <5 <5 40 <5 <20 67 190 <50 257 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - <5 20 <5 <5 <5 24 260 <20 <20 200 140 340 - 0.1775 - 0.1 <0.1 - 0.1 0.2 <0.1 0.2<5 <5 <5 <5 <5 22 6 <20 390 1000 140 1530 - - - - - - - - - - <5 <5 <5 <5 <5 27 <5 <20 620 1400 140 2160 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 0.1 - - - - - - - <20 180 390 <50 570 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 26 <5 <5 13 19 330 - - - - - - - - - - - - - - - <5 56 <5 <5 <5 42 180 <20 57 3200 1600 4857 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - <5 21 <5 <5 <5 15 1700 <20 3700 39,000 3300 46,000 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <5 28 <5 <5 14 20 1800 <20 24 1400 2000 3424 - 0.1185 - <0.1 <0.1 - <0.1 0.3 <0.1 0.2<5 15 <5 <5 <5 16 45 <20 <20 89 120 209 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 130 <5 <5 <5 15 210 - - - - - - - - - - - - - - - <5 26 <5 <5 <5 18 70 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 0.2<5 <5 <5 <5 <5 23 8 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 <5 <5 <5 <5 48 <5 - - - - - - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 8 <5 <5 <5 45 <5 - - - - - - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 74 <5 <5 <5 21 100 <20 <20 <50 76 76 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - 2.077 - 1.4 0.2 - 1.4 4.5 0.1 42 - - - - - - - - - - - - - 0.098 - <0.1 0 - <0.1 0.3 0 3<5 35 <5 <5 35 19 130 <20 110 2400 2400 4910 - <0.488 - <0.3 <0.1 - <0.3 <0.7 <0.1 0.9<5 36 <5 <5 7 21 84 <20 1600 2700 700 5000 - 3.075 - 2 0.3 - 1.8 7.2 <0.1 65 - - - - - - - <20 200 2200 1700 4100 - 0.5415 - 0.5 <0.1 - 0.3 1.6 <0.1 12<5 <5 <5 <5 <5 - <5 <20 <20 66 <50 66 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 30 <5 <5 74 28 460 <20 640 19,000 12,000 31,640 - - - - - - - - - - 0.7 23 0 0.06 53 23 410 <20 160 5600 2800 8560 - - - - - - - - - - - - - - - - - <20 <20 200 150 350 - - - - - - - - - - <5 50 <5 <5 680 - 670 <100 430 23,000 19,000 42,430 - <13.92 - <6 <6 - <6 <6 <6 <6<5 25 <5 <5 120 25 430 <20 540 19,000 13,000 32,540 - - - - - - - - - - <5 13 <5 <5 6 30 39 <20 <20 2100 2300 4400 - - - - - - - - - - - - - - - - - <20 23 4900 4500 9423 - - - - - - - - - - <5 9 <5 <5 <5 45 9 <20 <20 200 120 320 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <5 10 <5 <5 <5 18 50 - - - - - - - - - - - - - - - <5 13 <5 <5 190 55 250 <20 67 23,000 17,000 40,067 - - - - - - - - - - <5 8 <5 <5 <5 41 7 <20 <20 3000 2000 5000 - 0.1475 - <0.1 <0.1 - <0.1 0.7 <0.1 0.1<5 <5 <5 <5 <5 <5 <5 <20 <20 140 81 221 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <20 120 1400 59 1579 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <100 8400 36,000 2200 46,600 - - - - - - - - - - <5 7 <5 <5 <5 12 11 <20 1300 4400 590 6290 - <0.696 - <0.3 <0.3 - <0.3 <0.3 <0.3 <0.3<5 6 <5 <5 <5 40 <5 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1

TRHMetals PAH

Page 5 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneB52 B52/3.0 6/05/2010 10-19086 2179025 10-19086 Natural Normal On-SiteB53 B53/0.5 6/05/2010 10-19086 2179027 10-19086 Fill Normal On-SiteB53 B53/1.3 6/05/2010 10-19086 2179029 10-19086 Natural Normal On-SiteB53 B53/2.0 6/05/2010 10-19086 2179031 10-19086 Natural Normal On-SiteB54 B54/0.35 6/05/2010 10-19086 2179035 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-19086 2179038 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-20080 2186146 10-20080 Fill Normal On-SiteB55 B55/0.4 6/05/2010 10-19086 2179040 10-19086 Fill Normal On-SiteB55 B55/1.9 6/05/2010 10-19086 2179042 10-19086 Natural Normal On-SiteB55 B55/4.0 6/05/2010 10-19086 2179044 10-19086 Natural Normal On-SiteB55 B55/5.5 6/05/2010 10-19086 2179046 10-19086 Natural Normal On-SiteB55 B55/6.5 6/05/2010 10-20080 2186147 10-20080 Natural Normal On-SiteB57 B157/0.8 6/05/2010 10-19086 2179078 10-19086 Fill Field D On-SiteB57 B257/0.8 6/05/2010 M10-MY03786 264198 Fill Interlab D On-SiteB57 B57/0.2 6/05/2010 10-19086 2179049 10-19086 Fill Normal On-SiteB57 B57/0.8 6/05/2010 10-19086 2179051 10-19086 Fill Normal On-SiteB57 B57/1.5-2.0 6/05/2010 10-19086 2179053 10-19086 Natural Normal On-SiteB57 B57/3.0 6/05/2010 10-19086 2179054 10-19086 Natural Normal On-SiteB58 B58/0.4 6/05/2010 10-19086 2179055 10-19086 Fill Normal On-SiteB58 B58/0.8 6/05/2010 10-19086 2179056 10-19086 Fill Normal On-SiteB58 B58/1.0 6/05/2010 10-19086 2179057 10-19086 Natural Normal On-SiteB58 B58/2.0 6/05/2010 10-19086 2179059 10-19086 Natural Normal On-SiteB59 B59/0.4 6/05/2010 10-19086 2179063 10-19086 Fill Normal On-SiteB59 B59/0.4 6/05/2010 10-20080 2186148 10-20080 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-19320 2181423 10-19320 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-20080 2186149 10-20080 Fill Normal On-SiteB60 B60/0.5 6/05/2010 10-19086 2179066 10-19086 Fill Normal On-SiteB60 B60/1.2 6/05/2010 10-19086 2179068 10-19086 Natural Normal On-SiteB60 B60/2.5 7/05/2010 10-19320 2181425 10-19320 Natural Normal On-SiteB60 B60/4.0 7/05/2010 10-19320 2181427 10-19320 Natural Normal On-SiteBH43 B243/1.2 3/05/2010 M10-MY01951 263869 Fill Interlab D On-SiteBH43 BH143/1.2 3/05/2010 10-18778 2176137 10-18778 Fill Field D On-SiteBH43 BH43/0.6 3/05/2010 10-18778 2176096 10-18778 Fill Normal On-SiteBH43 BH43/1.2 3/05/2010 10-18778 2176097 10-18778 Fill Normal On-SiteBH43 BH43/3.1 3/05/2010 10-18778 2176101 10-18778 Fill Normal On-SiteBH43 BH43/4.0 3/05/2010 10-18778 2176103 10-18778 Natural Normal On-SiteBH43 BH43/5.0 3/05/2010 10-18778 2176105 10-18778 Natural Normal On-SiteBH44 BH44/0.5 3/05/2010 10-18778 2176108 10-18778 Fill Normal On-SiteBH44 BH44/2.5 3/05/2010 10-18778 2176112 10-18778 Fill Normal On-SiteBH44 BH44/4.0 3/05/2010 10-18778 2176115 10-18778 Natural Normal On-SiteBH44 BH44/5.0 3/05/2010 10-18778 2176116 10-18778 Natural Normal On-SiteBH45 BH45/0.2 3/05/2010 10-18778 2176117 10-18778 Fill Normal On-SiteBH45 BH45/0.5 3/05/2010 10-18778 2176118 10-18778 Fill Normal On-SiteBH45 BH45/1.2 3/05/2010 10-18778 2176119 10-18778 Fill Normal On-SiteBH46 BH46/0.25 3/05/2010 10-18778 2176126 10-18778 Fill Normal On-SiteBH46 BH46/1.0 3/05/2010 10-18778 2176128 10-18778 Fill Normal On-SiteBH46 BH46/3.5 3/05/2010 10-18778 2176131 10-18778 Natural Normal On-SiteGW11 GW11/1.0 26/02/2010 10-09486 2104358 10-09486 Fill Normal On-SiteGW11 GW11/2.0 26/02/2010 10-09486 2104361 10-09486 Fill Normal On-SiteGW11 GW11/3.5 26/02/2010 10-09486 2104363 10-09486 Fill Normal On-SiteGW11 GW11/6.0 26/02/2010 10-09486 2104368 10-09486 Natural Normal On-SiteGW11 GW11/9.0 26/02/2010 10-11855 2121560 10-11855 Natural Normal On-SiteGW21 GW21/0.7 29/09/2016 16-44985 4938228 16-44985 Fill Normal On-SiteGW21 GW21/3.0 29/09/2016 16-44985 4938230 16-44985 Fill Normal On-SiteGW21 GW21/5.0 29/09/2016 16-44985 4938232 16-44985 Natural Normal On-SiteGW21 GW21/7.0 29/09/2016 16-44985 4938233 16-44985 Natural Normal On-SiteGW21 GW21/10.0 29/09/2016 16-47301 4955635 16-47301 Natural Normal On-SiteGW21 GW21/14.0 29/09/2016 16-44985 4938236 16-44985 Natural Normal On-SiteTP1 TP1/0.0-0.7 19/03/2010 10-12340 2126118 10-12340 Fill Normal On-SiteTP1 TP1/0.7-1.4 19/03/2010 10-12340 2126119 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-12340 2126120 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-14511 2144340 10-14511 Natural Normal On-SiteTP37 TP37/0.45 4/01/2012 12-02857 2882520 12-02857 Fill Normal On-SiteTP37 TP37/0.55 4/01/2012 12-02857 2882521 12-02857 Natural Normal On-SiteTP38 TP38/0.4 4/01/2012 12-02857 2882522 12-02857 Fill Normal On-SiteTP44 040112 4/01/2012 12-02857 2882531 12-02857 Natural Field D On-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg5 5 3 5 5 5 5 20 20 50 50 50 20 0.1 0.1 0.1 0.5 0.1 0.1 0.1 0.1

10#1 35#9 10#10 20#1 50#1 130#11 110#12

10#1 35#9 10#10 20#1 50#1 130#11 110#12

40 #1 60 #9 10 #10 300 #1 130 #11 150 #12

40#1 60#9 10#10 300#1 130#11 150#12

390#16 400 200 390#16 47000#16 390#16 7400 3#21 3#21

390#16 1200 1400 390#16 47000#16 390#16 60000 4#21 4#21

390#16 1200 700 390#16 47000#16 390#16 30000 3#21 3#21

5800#16 6000 10000 5800#16 700000#16 5800#16 400000 40#21 40#21

TRHMetals PAH

- - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - <5 6 <5 <5 <5 32 240 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 6 <5 <5 <5 37 18 <20 27 89 <50 116 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - <5 15 <5 <5 <5 13 1100 <20 <20 5200 5300 10,500 - <1.392 - <0.6 <0.6 - <0.6 <0.6 <0.6 <0.6<5 18 <5 <5 30 19 390 <20 34 8900 8300 17,234 - 2.341 - <2 <2 - <2 3.1 <2 <2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 270 21 160 <50 181 - - - - - - - - - - <5 9 <5 <5 <5 40 <5 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 <5 <5 <5 <5 21 <5 <20 120 250 <50 370 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 320 750 53 1123 - - - - - - - - - - - - - - - - - <20 110 260 <50 370 - - - - - - - - - - <5 <5 <5 <5 <5 7 12 360 35,000 76,000 4100 115,100 - <9.28 - <4 <4 - <4 <4 <4 9.4

<10 5.5 <2 <5 <10 <10 7.3 75 30,000 30,000 4800 64,800 - <1.325 - <0.5 <0.5 - <0.5 <2 <0.5 6.9<5 23 <5 <5 14 18 43 <100 1900 14,000 6300 22,200 - 0.71 - <0.6 <0.6 - <0.6 1.7 <0.6 <0.6<5 8 <5 <5 <5 - 16 400 41,000 90,000 4700 135,700 - 3.645 - <3 <3 - <3 3 <3 14<5 6 <5 <5 <5 55 6 <20 850 2900 200 3950 - 0.1325 - <0.1 <0.1 - <0.1 0.2 <0.1 0.4 - - - - - - - <20 170 360 <50 530 - - - - - - - - - - <5 8 <5 <5 <5 33 15 <20 <20 74 <50 74 - - - - - - - - - - <5 <5 <5 <5 <5 33 6 <20 2500 6300 810 9610 - <1.392 - <0.6 <0.6 - <0.6 <0.6 <0.6 <0.6 - - - - - - - <20 1200 3300 590 5090 - - - - - - - - - - - - - - - - - <20 730 2000 320 3050 - 0.1175 - <0.1 <0.1 - <0.1 0.2 <0.1 0.2<5 8 <5 <5 <5 12 26 140 12,000 37,000 5800 54,800 - 0.73 - <0.6 <0.6 - <0.6 3.7 <0.6 <0.6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 150 16,000 41,000 3000 60,000 - - - - - - - - - - - - - - - - - 130 16,000 45,000 3000 64,000 - - - - - - - - - - <5 29 <5 <5 <5 18 71 140 14,000 33,000 2600 49,600 - <6.96 - <3 <3 - <3 <3 <3 <3<5 21 <5 <5 6 20 860 <100 11,000 26,000 1900 38,900 - <6.96 - <3 <3 - <3 <3 <3 <3 - - - - - - - <20 290 740 50 1080 - - - - - - - - - - - - - - - - - <20 140 350 <50 490 - - - - - - - - - -

<10 <5 <2 <5 <10 - 72 <20 81 810 <100 891 - 0.1315 - 0.1 <0.1 - <0.1 0.1 <0.1 0.9<5 <5 <5 <5 <5 - 25 <20 160 1800 88 2048 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 0.1 - - - - - - - <20 140 1500 83 1723 - - - - - - - - - - <5 <5 <5 <5 <5 - 35 <20 340 2100 100 2540 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 0.2<5 <5 <5 <5 16 38 10 <20 1800 3600 99 5499 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 58 140 <50 198 - - - - - - - - - - <5 <5 <5 <5 <5 23 14 <20 290 1600 59 1949 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 0.2<5 <5 <5 <5 <5 43 12 <20 47 120 <50 167 - - - - - - - - - - - - - - - - - <20 160 310 <50 470 - - - - - - - - - - - - - - - - - <20 90 180 <50 270 - - - - - - - - - - <5 12 <5 <5 <5 - 54 <20 <20 <50 <50 <120 - 0.1215 - <0.1 <0.1 - <0.1 0.1 <0.1 0.3<5 <5 <5 <5 <5 16 <5 - - - - - - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 7 <5 <5 <5 76 6 - - - - - - - - - - - - - - - <5 13 <5 <5 <5 19 12 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 <5 <5 <5 <5 - 11 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 7 <5 <5 <5 34 <5 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 48 <5 <5 <5 26 260 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 24 <5 <5 690 15 400 <100 <100 33,000 32,000 65,000 - 2.394 - <2 <2 - <2 8.4 <2 <0.7<5 23 <5 <5 <5 22 52 <20 <20 840 760 1600 - 0.1245 - <0.1 <0.1 - <0.1 0.4 <0.1 1<5 <5 <5 <5 <5 11 <5 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 85 440 220 745 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 0.2<5 25 4 <5 21 40 82 <20 39 560 160 - <20 2.162 2.3 1.1 0.8 - 1 1.4 0.2 3.9<5 24 4 <5 <5 22 49 <20 1900 8600 1300 - <20 65.46 68 29 26 - 27 30 6.5 77 - - - - - - - <20 <20 72 <50 - <20 0.435 0.4 0.2 0.2 - 0.2 0.3 <0.1 0.9 - - - - - - - <20 <20 <50 <50 - <20 <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 <20 <50 <50 - <20 0.413 0.4 0.2 0.1 - 0.2 0.2 <0.1 0.5 - - - - - - - <20 <20 <50 <50 - <20 <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 2600 13,000 3800 19,400 - - - - - - - - - - <5 41 <5 <5 5 27 180 <20 4700 25,000 3700 33,400 - <4.64 - <2 <2 - <2 <2 <2 2.5<5 6 <5 <5 <5 78 <5 <20 410 1400 450 2260 - - - - - - - - - - - - - - - - - - - - - - - 0.1175 - <0.1 <0.1 - <0.1 0.2 <0.1 0.1 - - - - - - - <20 1000 4500 130 5630 - - - - - - - - - - - - - - - - - <20 35 540 <50 575 - - - - - - - - - - - - - - - - - <20 <20 50 <50 50 - - - - - - - - - - - - - - - - - <20 39 770 <50 809 - - - - - - - - - -

Page 6 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneTP44 TP244/0.4 4/01/2012 M12-Ja02702 323719 Fill Interlab D On-SiteTP44 TP44/0.4 4/01/2012 12-02857 2882528 12-02857 Fill Normal On-SiteTP45 TP45/0.4 4/01/2012 12-02857 2882529 12-02857 Natural Normal On-SiteV1 300811A 30/08/2011 11-37134 2727075 11-37134 Natural Field D On-SiteV1 V1 30/08/2011 11-37134 2727067 11-37134 Natural Normal On-SiteV1 V1/0.3 28/10/2011 11-46254 2800962 11-46254 Natural Normal On-SiteV1 V1/0.6 25/08/2011 11-36678 2722430 11-36678 Natural Normal On-SiteV1 V1/1.7 23/03/2012 12-15704 2980156 12-15704 Natural Normal On-SiteV1 V1/1.9 23/03/2012 12-15704 2980157 12-15704 Natural Normal On-SiteV21 V21 26/06/2012 12-29711 3088759 12-29711 Natural Normal On-SiteV22 V22 26/06/2012 12-29711 3088760 12-29711 Natural Normal On-SiteV34 V34 28/06/2012 12-30064 3092122 12-30064 Natural Normal On-SiteV36 V36 28/06/2012 12-30064 3092123 12-30064 Natural Normal On-SiteV37 V37 28/06/2012 12-30064 3092124 12-30064 Natural Normal On-SiteV38 V38 28/06/2012 12-30064 3092125 12-30064 Natural Normal On-SiteV43 280612B 28/06/2012 12-30068 3092179 12-30068 Natural Field D On-SiteV43 V43 28/06/2012 12-30064 3092126 12-30064 Natural Normal On-SiteOff-Site DelineationB48 B48/12.0 13/05/2010 10-20021 2185396 10-20021 Natural Normal Off-SiteB48 B48/14.5 13/05/2010 10-20021 2185398 10-20021 Natural Normal Off-SiteB48 B48/6.0 5/05/2010 10-19084 2178974 10-19084 Natural Normal Off-SiteB50 B50/3.0 4/05/2010 10-19920 2184568 10-19920 Natural Normal Off-SiteB56 B156/2.8 7/05/2010 10-19320 2181428 10-19320 Natural Field D Off-SiteB56 B256/2.8 7/05/2010 M10-MY05410 264542 Natural Interlab D Off-SiteB56 B56/1.5 7/05/2010 10-19320 2181413 10-19320 Natural Normal Off-SiteB56 B56/2.8 7/05/2010 10-19320 2181416 10-19320 Natural Normal Off-SiteB56 B56/4.2 7/05/2010 10-19320 2181418 10-19320 Natural Normal Off-SiteB56 B56/5.8 7/05/2010 10-19320 2181420 10-19320 Natural Normal Off-SiteBH47 BH47/1.5 4/05/2010 10-18782 2176188 10-18782 Natural Normal Off-SiteBH47 BH47/2.5 4/05/2010 10-18782 2176190 10-18782 Natural Normal Off-SiteBH48 BH48/1.0 4/05/2010 10-18782 2176202 10-18782 Natural Normal Off-SiteBH48 BH48/1.5 4/05/2010 10-18782 2176203 10-18782 Natural Normal Off-SiteBH48 BH48/2.5 4/05/2010 10-18782 2176205 10-18782 Natural Normal Off-SiteBH49 B249/3.0 4/05/2010 M10-MY01952 263870 Natural Interlab D Off-SiteBH49 BH149/3.0 4/05/2010 10-18782 2176234 10-18782 Natural Field D Off-SiteBH49 BH49/1.0 4/05/2010 10-18782 2176211 10-18782 Natural Normal Off-SiteBH49 BH49/3.0 4/05/2010 10-18782 2176215 10-18782 Natural Normal Off-SiteBH49 BH49/3.5 4/05/2010 10-18782 2176216 10-18782 Natural Normal Off-SiteBH50 BH50/1.0 4/05/2010 10-18782 2176224 10-18782 Natural Normal Off-SiteBH50 BH50/1.5 4/05/2010 10-18782 2176225 10-18782 Natural Normal Off-SiteBH50 BH50/2.5 4/05/2010 10-18782 2176227 10-18782 Natural Normal Off-SiteGW17 GW17/12.0 23/09/2016 16-47279 4955453 16-47279 Natural Normal Off-SiteGW17 GW17/15.0 23/09/2016 16-47279 4955454 16-47279 Natural Normal Off-SiteGW17 GW17/5.0 23/09/2016 16-47279 4955451 16-47279 Natural Normal Off-SiteGW18 GW18/13.0 26/09/2016 16-47279 4955459 16-47279 Natural Normal Off-SiteGW18 GW18/17.0 26/09/2016 16-47279 4955460 16-47279 Natural Normal Off-SiteGW18 GW18/19.0 26/09/2016 16-47279 4955466 16-47279 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-44620 4934847 16-44620 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-47301 4955637 16-47301 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-44620 4934841 16-44620 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-47301 4955638 16-47301 Natural Normal Off-SiteGW19 GW19/9.0 27/09/2016 16-44620 4934844 16-44620 Natural Normal Off-SiteGW20 GW20/14.0 28/09/2016 16-47301 4955636 16-47301 Natural Normal Off-SiteGW20 GW20/16.0 28/09/2016 16-44775 4936460 16-44775 Natural Normal Off-SiteGW20 GW20/3.0 28/09/2016 16-44775 4936455 16-44775 Natural Normal Off-SiteGW20 GW20/7.0 28/09/2016 16-44775 4936457 16-44775 Natural Normal Off-SiteGW20 GW220/7.0 28/09/2016 M16-Se27771 517813 Natural Interlab D Off-SiteGW20 GW280916 28/09/2016 16-44775 4936461 16-44775 Natural Field D Off-SiteGW22 GW071116 7/11/2016 16-50776 4981965 16-50776 Natural Field D Off-SiteGW22 GW22/10.0 7/11/2016 16-50776 4981958 16-50776 Natural Normal Off-SiteGW22 GW22/12.0 7/11/2016 16-50776 4981960 16-50776 Natural Normal Off-SiteGW22 GW22/14.0 7/11/2016 16-50776 4981978 16-50776 Natural Normal Off-SiteGW22 GW22/15.0 7/11/2016 16-50776 4981964 16-50776 Natural Normal Off-SiteGW22 GW22/2.5 7/11/2016 16-50776 4981951 16-50776 Natural Normal Off-SiteGW22 GW22/4.0 7/11/2016 16-50776 4981977 16-50776 Natural Normal Off-SiteGW22 GW222/12.0 7/11/2016 M16-No07119 522833 Natural Interlab D Off-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg5 5 3 5 5 5 5 20 20 50 50 50 20 0.1 0.1 0.1 0.5 0.1 0.1 0.1 0.1

10#1 35#9 10#10 20#1 50#1 130#11 110#12

10#1 35#9 10#10 20#1 50#1 130#11 110#12

40 #1 60 #9 10 #10 300 #1 130 #11 150 #12

40#1 60#9 10#10 300#1 130#11 150#12

390#16 400 200 390#16 47000#16 390#16 7400 3#21 3#21

390#16 1200 1400 390#16 47000#16 390#16 60000 4#21 4#21

390#16 1200 700 390#16 47000#16 390#16 30000 3#21 3#21

5800#16 6000 10000 5800#16 700000#16 5800#16 400000 40#21 40#21

TRHMetals PAH

- - - - - - - <20 41 470 <50 510 - 511 <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 100 1700 76 1876 - - - - - - - - - - <5 <5 <3 <5 <5 - <5 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 <5 <3 <5 <5 - <5 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1<5 22 4 <5 <5 27 130 <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 0.2<5 9 4 <5 <5 - 5 <20 <20 <50 <50 <120 - - - - - - - - - - <5 <5 <3 <5 <5 16 <5 <20 470 1900 730 3100 - <1.392 - <0.6 <0.6 - <0.6 <0.6 <0.6 <0.6<5 <5 <3 <5 <5 23 14 <20 230 1200 470 1900 - <1.392 - <0.6 <0.6 - <0.6 <0.6 <0.6 <0.6 - - - - - - - <20 <20 <50 <50 <120 <20 - - - - - - - - - - - - - - - - <20 <20 1100 480 1580 <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 <20 - - - - - - - - - - - - - - - - <20 180 2600 1100 3880 <20 - - - - - - - - - - - - - - - - <20 <20 110 160 270 <20 0.1715 - <0.1 <0.1 - <0.1 0.1 <0.1 0.2 - - - - - - - <20 50 1100 620 1770 <20 - - - - - - - - - - - - - - - - <20 71 1200 470 1741 <20 - - - - - - - - - - - - - - - - <20 88 1700 760 2548 <20 - - - - - - - - -

- - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 54 380 56 490 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 58 190 <50 248 - - - - - - - - - - - - - - - - - <20 <50 <100 <100 <250 - - - - - - - - - - <5 21 <5 <5 <5 26 18 68 56 340 250 646 - - - - - - - - - - - - - - - - - <20 260 790 87 1137 - - - - - - - - - - <5 13 <5 <5 <5 67 <5 <20 200 520 <50 720 - <0.232 - <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 550 1500 130 2180 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 25 130 <50 155 - - - - - - - - - - - - - - - - - <20 <20 56 <50 56 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 380 1300 <100 1680 - - - - - - - - - - - - - - - - - <20 40 140 <50 180 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 190 670 <50 860 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - <20 160 850 <50 1010 - - - - - - - - - - - - - - - - - <20 <20 <50 <50 - <20 <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 <20 <50 <50 - <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 - <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 - <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 - <20 <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 <20 <50 <50 - <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 - <20 - - - - - - - - - - - - - - - - - - - - - - <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 220 1000 100 - <20 - - - - - - - - - - - - - - - - - - - - - - <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 <20 67 <50 - <20 - - - - - - - - - - - - - - - - <20 <30 <50 <50 - <20 <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 130 390 <50 - <20 - - - - - - - - - - - - - - - - <20 120 340 <50 - <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 - <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 <50 <20 - - - - - - - - - - - - - - - - <20 26 71 <50 - <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 - <20 <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 <20 <50 <50 - <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 - <20 <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <20 <20 <50 <50 - <20 - - - - - - - - - - - - - - - - <20 <20 <50 <50 - <20 <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <20 <20 <50 <50 <50 <20 <1.21 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5

Page 7 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneGW23 GW23/11.0 8/11/2016 16-50893 4982912 16-50893 Natural Normal Off-SiteGW23 GW23/16.0 8/11/2016 16-50893 4982917 16-50893 Natural Normal Off-SiteAdjacent Audit Investigation Samples

Env Stds Comments #1:Based on CCME 1991

#2:US EPA 2005 ECO SSL #3:Based on CCME 1999

#4:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). Criteria based on #5:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(2) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#6:ECO SSL 2008 - Protection of Mammalian Wildlife #7:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(4) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#8:NEPC 1999. NEPM Interim Urban Ecological Investigation Level. #9:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#10:Based on EPA IWRG 621 Clean Fill Criteria #11:Based on CCME 1997

#12:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(1) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). #13:US EPA 2007 ECO SSL - Based on high molecular weight PAHs

#14:Based on Ministry of Infrastructure and Environment, Dutch Target Intervention Value (2013 Circular) #15:Based on US EPA Region 4 Soil Screening Value (All Receptors) - revised 2015

#16:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 #17:Arsenic: HIL assumes 70% oral bioavailability. Site-specific bioavailability maybe important and should be considered where appropriate (refer shedule B7).

#18:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 - Chromium insoluble salts criteria has been adopted#19:Lead: HILs A,B,C based on blood lead models (IEUBK & HIL D on adult lead model for where 50% bioavailability considered. Site-specific bioavailability should be considered where appro

#20:Elemental mercury: HIL does not address elemental mercury. a site specific assessment should be considered if elemental mercury is present, or suspected to be present.#21:Carcinogenic PAHs: HIL based on 8 carcinogenic PAHs & their TEFs (relative to BaP, ref Schedule B7). BaP TEQ = Sum of each carcinogenic PAH adjusted by its BaP TEF (refer Tabl 1A(1#22:Total PAHs: Based on sum of 16 most common reported (WHO 98). HIL application should consider presence of carcinogenic PAHs (should meet BaP TEQ HIL) & naphthalene (should me#23:PCBs: HIL refers to non-dioxin like PCBs only. Where PCB source is known, or suspected at a site, a site-specific assessment of exposure to all PCBs (inc dioxin like PCBs) should be und

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg5 5 3 5 5 5 5 20 20 50 50 50 20 0.1 0.1 0.1 0.5 0.1 0.1 0.1 0.1

10#1 35#9 10#10 20#1 50#1 130#11 110#12

10#1 35#9 10#10 20#1 50#1 130#11 110#12

40 #1 60 #9 10 #10 300 #1 130 #11 150 #12

40#1 60#9 10#10 300#1 130#11 150#12

390#16 400 200 390#16 47000#16 390#16 7400 3#21 3#21

390#16 1200 1400 390#16 47000#16 390#16 60000 4#21 4#21

390#16 1200 700 390#16 47000#16 390#16 30000 3#21 3#21

5800#16 6000 10000 5800#16 700000#16 5800#16 400000 40#21 40#21

TRHMetals PAH

- - - - - - - <20 <20 <50 <50 - <20 <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 - - - - - - - <20 <20 <50 <50 - <20 <0.232 <0.1 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1

Page 8 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneOn-SiteB1 B1/0.25 25/02/2010 10-09481 2104247 10-09481 Fill Normal On-SiteB1 B1/1.0 25/02/2010 10-09481 2104249 10-09481 Natural Normal On-SiteB1 B101/0.25 25/02/2010 10-09481 2104300 10-09481 Fill Field D On-SiteB1 B201/0.25 1/03/2010 M10-MA00290 260105 Natural Interlab D On-SiteB12 B12/0.25 3/03/2010 10-10115 2110200 10-10115 Fill Normal On-SiteB12 B12/0.6 3/03/2010 10-10115 2110201 10-10115 Natural Normal On-SiteB12 B12/2.0 3/03/2010 10-10115 2110203 10-10115 Natural Normal On-SiteB2 B2/0.5 25/02/2010 10-09481 2104255 10-09481 Fill Normal On-SiteB2 B2/0.65 25/02/2010 10-09481 2104256 10-09481 Fill Normal On-SiteB2 B2/1.5 25/02/2010 10-09481 2104259 10-09481 Natural Normal On-SiteB22 B22/0.5 29/03/2010 10-13713 2136227 10-13713 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-13713 2136229 10-16375 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-16375 2156308 10-16375 Fill Normal On-SiteB23 B123/0.5 29/03/2010 10-13713 2136253 10-13713 Fill Field D On-SiteB23 B223/0.5 29/03/2010 M10-MA11016 261844 Fill Interlab D On-SiteB23 B23/0.5 29/03/2010 10-13713 2136231 10-13713 Fill Normal On-SiteB23 B23/0.5 29/03/2010 10-16375 2157311 10-16375 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-13713 2136232 10-13713 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-16375 2156307 10-16375 Fill Normal On-SiteB23 B23/1.2 29/03/2010 10-13713 2136233 10-13713 Natural Normal On-SiteB23 B23/2.0 29/03/2010 10-13713 2136235 10-13713 Natural Normal On-SiteB23 B23/4.0 29/03/2010 10-13713 2136237 10-13713 Natural Normal On-SiteB24 B24/0.2 29/03/2010 10-13713 2136239 10-13713 Fill Normal On-SiteB24 B24/0.6 29/03/2010 10-13713 2136240 10-13713 Fill Normal On-SiteB24 B24/0.9 29/03/2010 10-13713 2136241 10-13713 Natural Normal On-SiteB24 B24/2.0 29/03/2010 10-13713 2136243 10-13713 Natural Normal On-SiteB25 B25/0.2 29/03/2010 10-13713 2136247 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-13713 2136248 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-16375 2157310 10-16375 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-13713 2136250 10-13713 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-16375 2156306 10-16375 Fill Normal On-SiteB26 B26/0.5-1.0 29/03/2010 10-13713 2136251 10-13713 Fill Normal On-SiteB27 B27/0.2 3/03/2010 10-10115 2110224 10-10115 Fill Normal On-SiteB28 B28/0.05 3/03/2010 10-10115 2110225 10-10115 Fill Normal On-SiteB28 B28/0.2 3/03/2010 10-10115 2110226 10-10115 Fill Normal On-SiteB3 B3/0.2 25/02/2010 10-09481 2104263 10-09481 Fill Normal On-SiteB3 B3/0.3 25/02/2010 10-09481 2104264 10-09481 Natural Normal On-SiteB3 B3/1.0 25/02/2010 10-09481 2104266 10-09481 Natural Normal On-SiteB31 B31/0.3 19/03/2010 10-12340 2126095 10-12340 Fill Normal On-SiteB32 B132/3.0 19/03/2010 10-12340 2126128 10-12340 Fill Field D On-SiteB32 B232/3.0 19/03/2010 M10-MA08220 261390 Fill Interlab D On-SiteB32 B32/2.0 19/03/2010 10-12340 2126100 10-12340 Fill Normal On-SiteB32 B32/3.0 19/03/2010 10-12340 2126101 10-12340 Fill Normal On-SiteB32 B32/4.0 19/03/2010 10-14511 2144339 10-14511 Fill Normal On-SiteB32 B32/7.0 19/03/2010 10-12340 2126105 10-12340 Natural Normal On-SiteB33 B133/2.5 19/03/2010 10-12340 2126129 10-12340 Fill Field D On-SiteB33 B233/2.5 19/03/2010 M10-MA08221 261390 Fill Interlab D On-SiteB33 B33/0.5 19/03/2010 10-12340 2126107 10-12340 Fill Normal On-SiteB33 B33/1.0 19/03/2010 10-12340 2126108 10-12340 Fill Normal On-SiteB33 B33/2.5 19/03/2010 10-12340 2126110 10-12340 Fill Normal On-SiteB34 B34/2.0 19/03/2010 10-12340 2126114 10-12340 Fill Normal On-SiteB34 B34/3.0 19/03/2010 10-12340 2126115 10-12340 Fill Normal On-SiteB34 B34/3.5 19/03/2010 10-12340 2126116 10-12340 Natural Normal On-SiteB34 B34/3.5 19/03/2010 10-16375 2157312 10-16375 Fill Normal On-SiteB35 B35/1.0 19/03/2010 10-12340 2126122 10-12340 Natural Normal On-SiteB35 B35/1.5 19/03/2010 10-12340 2126123 10-12340 Fill Normal On-SiteB35 B35/2.0 19/03/2010 10-12340 2126124 10-12340 Fill Normal On-SiteB35 B35/3.0 19/03/2010 10-12340 2126127 10-12340 Natural Normal On-SiteB43 B43/3.1 3/05/2010 10-19920 2184570 10-19920 Fill Normal On-SiteB44 B44/1.6 3/05/2010 10-19920 2184567 10-19920 Fill Normal On-SiteB51 B51/0.4 5/05/2010 10-19084 2178976 10-19084 Fill Normal On-SiteB51 B51/2.0 5/05/2010 10-19084 2178980 10-19084 Natural Normal On-SiteB52 B52/0.5 6/05/2010 10-19086 2179018 10-19086 Fill Normal On-SiteB52 B52/0.65 6/05/2010 10-19086 2179019 10-19086 Fill Normal On-SiteB52 B52/2.0 6/05/2010 10-19086 2179023 10-19086 Natural Normal On-Site

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170 18#13

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300#22 100 400 3000400#22 130 4700 45000300#22 120 4000 40000

4000#22 660 25000 240000

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<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 0.2 0.1 0.5 0.6 3.6 - - - - - - - - - - - - - - - - - - 11 <0.3 13 16 1.3 43.7 - 44 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 - - <5 <50 <150 <150 <2 - - - - - - - - - - - - - - - - - - - - - - - - 26 0.1 13 65 9.9 178.9 - 180 - - - - - - - - - - - - - - - - - - 4 <0.1 3.9 8.3 0.9 25 - 25.4 - - <0.2 <0.5 - <0.2 <0.2 - <0.2 <0.2 <1.5 <0.2 <0.4 - - - - <0.2

13 <0.1 4.4 27 2.9 67 - 67.1 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - 85 <0.7 180 150 8.2 430 - 434.7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.2 <0.1 <0.2 0.4 <0.1 0.4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 0.1 0.1 0.2 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - 1 <0.1 1.7 1.8 0.2 5.6 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5

<0.3 <0.1 <0.1 0.7 <0.1 0.9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 0.2 0.4 1.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 0.1 0.2 0.5 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - 60 0.2 550 160 30 990 - 993.5 - - - - - - - - - - - - - - - - - - 4.9 0 84 14 2.1 120.7 - - - - - - - - - - - - - - - - - - 0.4 <0.1 <0.4 2 1.2 5.5 - - - - - - - - - - - - - - - - - - 86 0.4 900 260 46 1592.8 - 1600 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.59.7 <0.1 82 37 8.2 176.7 - 180 - - - - - - - - - - - - - - - - - -

<0.1 <0.1 0.2 0.1 <0.1 0.3 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <6 <6 <6 <6 <6 <6 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.2 <0.1 <0.1 0.4 0.4 2.1 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.6 <0.3 <0.5 2.8 0.4 5.5 - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - -

PAH Phenols Non-HalogenatedPhenols Halogenated

Page 9 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneB52 B52/3.0 6/05/2010 10-19086 2179025 10-19086 Natural Normal On-SiteB53 B53/0.5 6/05/2010 10-19086 2179027 10-19086 Fill Normal On-SiteB53 B53/1.3 6/05/2010 10-19086 2179029 10-19086 Natural Normal On-SiteB53 B53/2.0 6/05/2010 10-19086 2179031 10-19086 Natural Normal On-SiteB54 B54/0.35 6/05/2010 10-19086 2179035 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-19086 2179038 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-20080 2186146 10-20080 Fill Normal On-SiteB55 B55/0.4 6/05/2010 10-19086 2179040 10-19086 Fill Normal On-SiteB55 B55/1.9 6/05/2010 10-19086 2179042 10-19086 Natural Normal On-SiteB55 B55/4.0 6/05/2010 10-19086 2179044 10-19086 Natural Normal On-SiteB55 B55/5.5 6/05/2010 10-19086 2179046 10-19086 Natural Normal On-SiteB55 B55/6.5 6/05/2010 10-20080 2186147 10-20080 Natural Normal On-SiteB57 B157/0.8 6/05/2010 10-19086 2179078 10-19086 Fill Field D On-SiteB57 B257/0.8 6/05/2010 M10-MY03786 264198 Fill Interlab D On-SiteB57 B57/0.2 6/05/2010 10-19086 2179049 10-19086 Fill Normal On-SiteB57 B57/0.8 6/05/2010 10-19086 2179051 10-19086 Fill Normal On-SiteB57 B57/1.5-2.0 6/05/2010 10-19086 2179053 10-19086 Natural Normal On-SiteB57 B57/3.0 6/05/2010 10-19086 2179054 10-19086 Natural Normal On-SiteB58 B58/0.4 6/05/2010 10-19086 2179055 10-19086 Fill Normal On-SiteB58 B58/0.8 6/05/2010 10-19086 2179056 10-19086 Fill Normal On-SiteB58 B58/1.0 6/05/2010 10-19086 2179057 10-19086 Natural Normal On-SiteB58 B58/2.0 6/05/2010 10-19086 2179059 10-19086 Natural Normal On-SiteB59 B59/0.4 6/05/2010 10-19086 2179063 10-19086 Fill Normal On-SiteB59 B59/0.4 6/05/2010 10-20080 2186148 10-20080 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-19320 2181423 10-19320 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-20080 2186149 10-20080 Fill Normal On-SiteB60 B60/0.5 6/05/2010 10-19086 2179066 10-19086 Fill Normal On-SiteB60 B60/1.2 6/05/2010 10-19086 2179068 10-19086 Natural Normal On-SiteB60 B60/2.5 7/05/2010 10-19320 2181425 10-19320 Natural Normal On-SiteB60 B60/4.0 7/05/2010 10-19320 2181427 10-19320 Natural Normal On-SiteBH43 B243/1.2 3/05/2010 M10-MY01951 263869 Fill Interlab D On-SiteBH43 BH143/1.2 3/05/2010 10-18778 2176137 10-18778 Fill Field D On-SiteBH43 BH43/0.6 3/05/2010 10-18778 2176096 10-18778 Fill Normal On-SiteBH43 BH43/1.2 3/05/2010 10-18778 2176097 10-18778 Fill Normal On-SiteBH43 BH43/3.1 3/05/2010 10-18778 2176101 10-18778 Fill Normal On-SiteBH43 BH43/4.0 3/05/2010 10-18778 2176103 10-18778 Natural Normal On-SiteBH43 BH43/5.0 3/05/2010 10-18778 2176105 10-18778 Natural Normal On-SiteBH44 BH44/0.5 3/05/2010 10-18778 2176108 10-18778 Fill Normal On-SiteBH44 BH44/2.5 3/05/2010 10-18778 2176112 10-18778 Fill Normal On-SiteBH44 BH44/4.0 3/05/2010 10-18778 2176115 10-18778 Natural Normal On-SiteBH44 BH44/5.0 3/05/2010 10-18778 2176116 10-18778 Natural Normal On-SiteBH45 BH45/0.2 3/05/2010 10-18778 2176117 10-18778 Fill Normal On-SiteBH45 BH45/0.5 3/05/2010 10-18778 2176118 10-18778 Fill Normal On-SiteBH45 BH45/1.2 3/05/2010 10-18778 2176119 10-18778 Fill Normal On-SiteBH46 BH46/0.25 3/05/2010 10-18778 2176126 10-18778 Fill Normal On-SiteBH46 BH46/1.0 3/05/2010 10-18778 2176128 10-18778 Fill Normal On-SiteBH46 BH46/3.5 3/05/2010 10-18778 2176131 10-18778 Natural Normal On-SiteGW11 GW11/1.0 26/02/2010 10-09486 2104358 10-09486 Fill Normal On-SiteGW11 GW11/2.0 26/02/2010 10-09486 2104361 10-09486 Fill Normal On-SiteGW11 GW11/3.5 26/02/2010 10-09486 2104363 10-09486 Fill Normal On-SiteGW11 GW11/6.0 26/02/2010 10-09486 2104368 10-09486 Natural Normal On-SiteGW11 GW11/9.0 26/02/2010 10-11855 2121560 10-11855 Natural Normal On-SiteGW21 GW21/0.7 29/09/2016 16-44985 4938228 16-44985 Fill Normal On-SiteGW21 GW21/3.0 29/09/2016 16-44985 4938230 16-44985 Fill Normal On-SiteGW21 GW21/5.0 29/09/2016 16-44985 4938232 16-44985 Natural Normal On-SiteGW21 GW21/7.0 29/09/2016 16-44985 4938233 16-44985 Natural Normal On-SiteGW21 GW21/10.0 29/09/2016 16-47301 4955635 16-47301 Natural Normal On-SiteGW21 GW21/14.0 29/09/2016 16-44985 4938236 16-44985 Natural Normal On-SiteTP1 TP1/0.0-0.7 19/03/2010 10-12340 2126118 10-12340 Fill Normal On-SiteTP1 TP1/0.7-1.4 19/03/2010 10-12340 2126119 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-12340 2126120 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-14511 2144340 10-14511 Natural Normal On-SiteTP37 TP37/0.45 4/01/2012 12-02857 2882520 12-02857 Fill Normal On-SiteTP37 TP37/0.55 4/01/2012 12-02857 2882521 12-02857 Natural Normal On-SiteTP38 TP38/0.4 4/01/2012 12-02857 2882522 12-02857 Fill Normal On-SiteTP44 040112 4/01/2012 12-02857 2882531 12-02857 Natural Field D On-Site

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170 18#13

170 18#13

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300#22 100 400 3000400#22 130 4700 45000300#22 120 4000 40000

4000#22 660 25000 240000

PAH Phenols Non-HalogenatedPhenols Halogenated

- - - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.6 <0.6 <0.6 <0.6 <0.6 <0.6 - - - - - - - - - - - - - - - - - - <2 <2 <2 2.3 <2 5.4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - 0.2 <0.1 <0.1 0.3 <0.1 0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 96 <4 300 150 11 609.4 - 610 - - - - - - - - - - - - - - - - - - 81 <0.5 340 130 10 580 - 580.9 - - - - - - - - - - - - - - - - - -

<0.6 <0.6 1.4 <0.6 2.8 5.9 - - - - - - - - - - - - - - - - - - 120 <3 390 200 17 806 - 810 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - 12 <20 <60 <60 1.72.1 <0.1 4.1 4.5 0.6 13.9 - 14 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3.1 <0.6 <2 5.1 1.1 10.7 - 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.5 <0.1 <0.3 2.1 0.2 4.7 - - - - - - - - - - - - - - - - - - 13 <0.6 66 15 2.8 107.9 - 110 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 22 <3 44 29 <3 100 - 100.9 - - - - - - - - - - - - - - - - - - 22 <3 39 30 <3 97 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.2 <0.1 0.4 2.3 0.7 5.2 - - <0.2 <0.5 - <0.2 <0.2 - <0.2 <0.2 <1.5 <0.2 <0.4 - - - - <0.20.2 <0.1 0.1 0.2 0.2 0.8 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5 - - - - - - - - - - - - - - - - - - - - - - - -

<0.3 <0.1 <0.1 0.5 0.3 1 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.2 <0.1 <0.1 0.1 0.3 0.7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5 - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 0.2 0.2 0.9 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.7 <2 <0.7 1.2 3.7 13 - 13.3 - - - - - - - - - - - - - - - - - -

1 <0.1 0.4 1 0.9 7.4 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - 0.2 <0.1 1.7 0.8 0.2 3.4 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.50.4 0.8 0.3 3.3 3.5 21 - - - - - - - - - - - - - - - - - - 13 29 24 72 70 520 - - - - - - - - - - - - - - - - - - 0.2 0.2 0.3 0.8 0.8 5.1 - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - 0.1 0.1 <0.1 0.6 0.4 3.1 - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 <2 7.4 20 3.1 45 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - <1 <10 <30 <30 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - 1.2 <0.1 0.5 0.3 0.1 2.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 10 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneTP44 TP244/0.4 4/01/2012 M12-Ja02702 323719 Fill Interlab D On-SiteTP44 TP44/0.4 4/01/2012 12-02857 2882528 12-02857 Fill Normal On-SiteTP45 TP45/0.4 4/01/2012 12-02857 2882529 12-02857 Natural Normal On-SiteV1 300811A 30/08/2011 11-37134 2727075 11-37134 Natural Field D On-SiteV1 V1 30/08/2011 11-37134 2727067 11-37134 Natural Normal On-SiteV1 V1/0.3 28/10/2011 11-46254 2800962 11-46254 Natural Normal On-SiteV1 V1/0.6 25/08/2011 11-36678 2722430 11-36678 Natural Normal On-SiteV1 V1/1.7 23/03/2012 12-15704 2980156 12-15704 Natural Normal On-SiteV1 V1/1.9 23/03/2012 12-15704 2980157 12-15704 Natural Normal On-SiteV21 V21 26/06/2012 12-29711 3088759 12-29711 Natural Normal On-SiteV22 V22 26/06/2012 12-29711 3088760 12-29711 Natural Normal On-SiteV34 V34 28/06/2012 12-30064 3092122 12-30064 Natural Normal On-SiteV36 V36 28/06/2012 12-30064 3092123 12-30064 Natural Normal On-SiteV37 V37 28/06/2012 12-30064 3092124 12-30064 Natural Normal On-SiteV38 V38 28/06/2012 12-30064 3092125 12-30064 Natural Normal On-SiteV43 280612B 28/06/2012 12-30068 3092179 12-30068 Natural Field D On-SiteV43 V43 28/06/2012 12-30064 3092126 12-30064 Natural Normal On-SiteOff-Site DelineationB48 B48/12.0 13/05/2010 10-20021 2185396 10-20021 Natural Normal Off-SiteB48 B48/14.5 13/05/2010 10-20021 2185398 10-20021 Natural Normal Off-SiteB48 B48/6.0 5/05/2010 10-19084 2178974 10-19084 Natural Normal Off-SiteB50 B50/3.0 4/05/2010 10-19920 2184568 10-19920 Natural Normal Off-SiteB56 B156/2.8 7/05/2010 10-19320 2181428 10-19320 Natural Field D Off-SiteB56 B256/2.8 7/05/2010 M10-MY05410 264542 Natural Interlab D Off-SiteB56 B56/1.5 7/05/2010 10-19320 2181413 10-19320 Natural Normal Off-SiteB56 B56/2.8 7/05/2010 10-19320 2181416 10-19320 Natural Normal Off-SiteB56 B56/4.2 7/05/2010 10-19320 2181418 10-19320 Natural Normal Off-SiteB56 B56/5.8 7/05/2010 10-19320 2181420 10-19320 Natural Normal Off-SiteBH47 BH47/1.5 4/05/2010 10-18782 2176188 10-18782 Natural Normal Off-SiteBH47 BH47/2.5 4/05/2010 10-18782 2176190 10-18782 Natural Normal Off-SiteBH48 BH48/1.0 4/05/2010 10-18782 2176202 10-18782 Natural Normal Off-SiteBH48 BH48/1.5 4/05/2010 10-18782 2176203 10-18782 Natural Normal Off-SiteBH48 BH48/2.5 4/05/2010 10-18782 2176205 10-18782 Natural Normal Off-SiteBH49 B249/3.0 4/05/2010 M10-MY01952 263870 Natural Interlab D Off-SiteBH49 BH149/3.0 4/05/2010 10-18782 2176234 10-18782 Natural Field D Off-SiteBH49 BH49/1.0 4/05/2010 10-18782 2176211 10-18782 Natural Normal Off-SiteBH49 BH49/3.0 4/05/2010 10-18782 2176215 10-18782 Natural Normal Off-SiteBH49 BH49/3.5 4/05/2010 10-18782 2176216 10-18782 Natural Normal Off-SiteBH50 BH50/1.0 4/05/2010 10-18782 2176224 10-18782 Natural Normal Off-SiteBH50 BH50/1.5 4/05/2010 10-18782 2176225 10-18782 Natural Normal Off-SiteBH50 BH50/2.5 4/05/2010 10-18782 2176227 10-18782 Natural Normal Off-SiteGW17 GW17/12.0 23/09/2016 16-47279 4955453 16-47279 Natural Normal Off-SiteGW17 GW17/15.0 23/09/2016 16-47279 4955454 16-47279 Natural Normal Off-SiteGW17 GW17/5.0 23/09/2016 16-47279 4955451 16-47279 Natural Normal Off-SiteGW18 GW18/13.0 26/09/2016 16-47279 4955459 16-47279 Natural Normal Off-SiteGW18 GW18/17.0 26/09/2016 16-47279 4955460 16-47279 Natural Normal Off-SiteGW18 GW18/19.0 26/09/2016 16-47279 4955466 16-47279 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-44620 4934847 16-44620 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-47301 4955637 16-47301 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-44620 4934841 16-44620 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-47301 4955638 16-47301 Natural Normal Off-SiteGW19 GW19/9.0 27/09/2016 16-44620 4934844 16-44620 Natural Normal Off-SiteGW20 GW20/14.0 28/09/2016 16-47301 4955636 16-47301 Natural Normal Off-SiteGW20 GW20/16.0 28/09/2016 16-44775 4936460 16-44775 Natural Normal Off-SiteGW20 GW20/3.0 28/09/2016 16-44775 4936455 16-44775 Natural Normal Off-SiteGW20 GW20/7.0 28/09/2016 16-44775 4936457 16-44775 Natural Normal Off-SiteGW20 GW220/7.0 28/09/2016 M16-Se27771 517813 Natural Interlab D Off-SiteGW20 GW280916 28/09/2016 16-44775 4936461 16-44775 Natural Field D Off-SiteGW22 GW071116 7/11/2016 16-50776 4981965 16-50776 Natural Field D Off-SiteGW22 GW22/10.0 7/11/2016 16-50776 4981958 16-50776 Natural Normal Off-SiteGW22 GW22/12.0 7/11/2016 16-50776 4981960 16-50776 Natural Normal Off-SiteGW22 GW22/14.0 7/11/2016 16-50776 4981978 16-50776 Natural Normal Off-SiteGW22 GW22/15.0 7/11/2016 16-50776 4981964 16-50776 Natural Normal Off-SiteGW22 GW22/2.5 7/11/2016 16-50776 4981951 16-50776 Natural Normal Off-SiteGW22 GW22/4.0 7/11/2016 16-50776 4981977 16-50776 Natural Normal Off-SiteGW22 GW222/12.0 7/11/2016 M16-No07119 522833 Natural Interlab D Off-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.2 0.4 1 10 30 30 0.5

170 18#13

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370370

300#22 100 400 3000400#22 130 4700 45000300#22 120 4000 40000

4000#22 660 25000 240000

PAH Phenols Non-HalogenatedPhenols Halogenated

- - <0.5 - - <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 0.2 0.4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.8 <0.6 <0.6 1.6 <0.6 1.6 - - - - - - - - - - - - - - - - - - <0.6 <0.6 <0.6 <0.8 <0.6 <0.8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 0.2 0.7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.4 <0.1 <0.1 0.8 0.1 1.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - <0.5 - - <0.5 - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 0.8 <0.1 0.8 - - - - - - - - - - - - - - - - - - - - <0.5 - - <0.5 - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - <0.5 - - <0.5 - - - - - - - - - - - - - - - - - - - - <0.5 - - <0.5 - - - - - - - - - - - - - - - - - - - - <0.5 - - <0.5 - - - - - - - - - - - - - - - - - - - - <0.5 - - <0.5 - - - - - - - - - - - - - - - - - - - - <0.5 - - <0.5 - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - -

Page 11 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneGW23 GW23/11.0 8/11/2016 16-50893 4982912 16-50893 Natural Normal Off-SiteGW23 GW23/16.0 8/11/2016 16-50893 4982917 16-50893 Natural Normal Off-SiteAdjacent Audit Investigation Samples

Env Stds Comments #1:Based on CCME 1991

#2:US EPA 2005 ECO SSL #3:Based on CCME 1999

#4:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). Criteria based on #5:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(2) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#6:ECO SSL 2008 - Protection of Mammalian Wildlife #7:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(4) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#8:NEPC 1999. NEPM Interim Urban Ecological Investigation Level. #9:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#10:Based on EPA IWRG 621 Clean Fill Criteria #11:Based on CCME 1997

#12:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(1) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). #13:US EPA 2007 ECO SSL - Based on high molecular weight PAHs

#14:Based on Ministry of Infrastructure and Environment, Dutch Target Intervention Value (2013 Circular) #15:Based on US EPA Region 4 Soil Screening Value (All Receptors) - revised 2015

#16:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 #17:Arsenic: HIL assumes 70% oral bioavailability. Site-specific bioavailability maybe important and should be considered where appropriate (refer shedule B7).

#18:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 - Chromium insoluble salts criteria has been adopted#19:Lead: HILs A,B,C based on blood lead models (IEUBK & HIL D on adult lead model for where 50% bioavailability considered. Site-specific bioavailability should be considered where appro

#20:Elemental mercury: HIL does not address elemental mercury. a site specific assessment should be considered if elemental mercury is present, or suspected to be present.#21:Carcinogenic PAHs: HIL based on 8 carcinogenic PAHs & their TEFs (relative to BaP, ref Schedule B7). BaP TEQ = Sum of each carcinogenic PAH adjusted by its BaP TEF (refer Tabl 1A(1#22:Total PAHs: Based on sum of 16 most common reported (WHO 98). HIL application should consider presence of carcinogenic PAHs (should meet BaP TEQ HIL) & naphthalene (should me#23:PCBs: HIL refers to non-dioxin like PCBs only. Where PCB source is known, or suspected at a site, a site-specific assessment of exposure to all PCBs (inc dioxin like PCBs) should be und

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.2 0.4 1 10 30 30 0.5

170 18#13

170 18#13

370370

300#22 100 400 3000400#22 130 4700 45000300#22 120 4000 40000

4000#22 660 25000 240000

PAH Phenols Non-HalogenatedPhenols Halogenated

<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - -

Page 12 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneOn-SiteB1 B1/0.25 25/02/2010 10-09481 2104247 10-09481 Fill Normal On-SiteB1 B1/1.0 25/02/2010 10-09481 2104249 10-09481 Natural Normal On-SiteB1 B101/0.25 25/02/2010 10-09481 2104300 10-09481 Fill Field D On-SiteB1 B201/0.25 1/03/2010 M10-MA00290 260105 Natural Interlab D On-SiteB12 B12/0.25 3/03/2010 10-10115 2110200 10-10115 Fill Normal On-SiteB12 B12/0.6 3/03/2010 10-10115 2110201 10-10115 Natural Normal On-SiteB12 B12/2.0 3/03/2010 10-10115 2110203 10-10115 Natural Normal On-SiteB2 B2/0.5 25/02/2010 10-09481 2104255 10-09481 Fill Normal On-SiteB2 B2/0.65 25/02/2010 10-09481 2104256 10-09481 Fill Normal On-SiteB2 B2/1.5 25/02/2010 10-09481 2104259 10-09481 Natural Normal On-SiteB22 B22/0.5 29/03/2010 10-13713 2136227 10-13713 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-13713 2136229 10-16375 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-16375 2156308 10-16375 Fill Normal On-SiteB23 B123/0.5 29/03/2010 10-13713 2136253 10-13713 Fill Field D On-SiteB23 B223/0.5 29/03/2010 M10-MA11016 261844 Fill Interlab D On-SiteB23 B23/0.5 29/03/2010 10-13713 2136231 10-13713 Fill Normal On-SiteB23 B23/0.5 29/03/2010 10-16375 2157311 10-16375 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-13713 2136232 10-13713 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-16375 2156307 10-16375 Fill Normal On-SiteB23 B23/1.2 29/03/2010 10-13713 2136233 10-13713 Natural Normal On-SiteB23 B23/2.0 29/03/2010 10-13713 2136235 10-13713 Natural Normal On-SiteB23 B23/4.0 29/03/2010 10-13713 2136237 10-13713 Natural Normal On-SiteB24 B24/0.2 29/03/2010 10-13713 2136239 10-13713 Fill Normal On-SiteB24 B24/0.6 29/03/2010 10-13713 2136240 10-13713 Fill Normal On-SiteB24 B24/0.9 29/03/2010 10-13713 2136241 10-13713 Natural Normal On-SiteB24 B24/2.0 29/03/2010 10-13713 2136243 10-13713 Natural Normal On-SiteB25 B25/0.2 29/03/2010 10-13713 2136247 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-13713 2136248 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-16375 2157310 10-16375 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-13713 2136250 10-13713 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-16375 2156306 10-16375 Fill Normal On-SiteB26 B26/0.5-1.0 29/03/2010 10-13713 2136251 10-13713 Fill Normal On-SiteB27 B27/0.2 3/03/2010 10-10115 2110224 10-10115 Fill Normal On-SiteB28 B28/0.05 3/03/2010 10-10115 2110225 10-10115 Fill Normal On-SiteB28 B28/0.2 3/03/2010 10-10115 2110226 10-10115 Fill Normal On-SiteB3 B3/0.2 25/02/2010 10-09481 2104263 10-09481 Fill Normal On-SiteB3 B3/0.3 25/02/2010 10-09481 2104264 10-09481 Natural Normal On-SiteB3 B3/1.0 25/02/2010 10-09481 2104266 10-09481 Natural Normal On-SiteB31 B31/0.3 19/03/2010 10-12340 2126095 10-12340 Fill Normal On-SiteB32 B132/3.0 19/03/2010 10-12340 2126128 10-12340 Fill Field D On-SiteB32 B232/3.0 19/03/2010 M10-MA08220 261390 Fill Interlab D On-SiteB32 B32/2.0 19/03/2010 10-12340 2126100 10-12340 Fill Normal On-SiteB32 B32/3.0 19/03/2010 10-12340 2126101 10-12340 Fill Normal On-SiteB32 B32/4.0 19/03/2010 10-14511 2144339 10-14511 Fill Normal On-SiteB32 B32/7.0 19/03/2010 10-12340 2126105 10-12340 Natural Normal On-SiteB33 B133/2.5 19/03/2010 10-12340 2126129 10-12340 Fill Field D On-SiteB33 B233/2.5 19/03/2010 M10-MA08221 261390 Fill Interlab D On-SiteB33 B33/0.5 19/03/2010 10-12340 2126107 10-12340 Fill Normal On-SiteB33 B33/1.0 19/03/2010 10-12340 2126108 10-12340 Fill Normal On-SiteB33 B33/2.5 19/03/2010 10-12340 2126110 10-12340 Fill Normal On-SiteB34 B34/2.0 19/03/2010 10-12340 2126114 10-12340 Fill Normal On-SiteB34 B34/3.0 19/03/2010 10-12340 2126115 10-12340 Fill Normal On-SiteB34 B34/3.5 19/03/2010 10-12340 2126116 10-12340 Natural Normal On-SiteB34 B34/3.5 19/03/2010 10-16375 2157312 10-16375 Fill Normal On-SiteB35 B35/1.0 19/03/2010 10-12340 2126122 10-12340 Natural Normal On-SiteB35 B35/1.5 19/03/2010 10-12340 2126123 10-12340 Fill Normal On-SiteB35 B35/2.0 19/03/2010 10-12340 2126124 10-12340 Fill Normal On-SiteB35 B35/3.0 19/03/2010 10-12340 2126127 10-12340 Natural Normal On-SiteB43 B43/3.1 3/05/2010 10-19920 2184570 10-19920 Fill Normal On-SiteB44 B44/1.6 3/05/2010 10-19920 2184567 10-19920 Fill Normal On-SiteB51 B51/0.4 5/05/2010 10-19084 2178976 10-19084 Fill Normal On-SiteB51 B51/2.0 5/05/2010 10-19084 2178980 10-19084 Natural Normal On-SiteB52 B52/0.5 6/05/2010 10-19086 2179018 10-19086 Fill Normal On-SiteB52 B52/0.65 6/05/2010 10-19086 2179019 10-19086 Fill Normal On-SiteB52 B52/2.0 6/05/2010 10-19086 2179023 10-19086 Natural Normal On-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.5 0.5 0.5 30 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 0.5 0.5 0.05 0.5 0.5 0.5 0.5

<0.5 <0.5 <0.5 <30 <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 <0.5 <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 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - <0.05 <0.05 - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - <0.05 - <0.05 <0.05 - - <0.05 <0.05 <0.05 - <0.05

<0.5 <0.5 <0.5 <30 <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <2 <2 <2 <150 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5

<0.2 <0.5 - <1.1 <0.05 <0.05 - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - <0.05 - <0.05 <0.05 - - <0.05 <0.05 <0.05 - <0.05<0.5 <0.5 <0.5 <30 <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 <0.5 <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 <0.5 <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 <30 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <30 <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 <0.5 <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 <0.5 <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 <0.5 <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 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <30 <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <30 <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <30 <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <30 <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Phenols Non-Halogenated Halogenated Vol. Organics

Page 13 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneB52 B52/3.0 6/05/2010 10-19086 2179025 10-19086 Natural Normal On-SiteB53 B53/0.5 6/05/2010 10-19086 2179027 10-19086 Fill Normal On-SiteB53 B53/1.3 6/05/2010 10-19086 2179029 10-19086 Natural Normal On-SiteB53 B53/2.0 6/05/2010 10-19086 2179031 10-19086 Natural Normal On-SiteB54 B54/0.35 6/05/2010 10-19086 2179035 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-19086 2179038 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-20080 2186146 10-20080 Fill Normal On-SiteB55 B55/0.4 6/05/2010 10-19086 2179040 10-19086 Fill Normal On-SiteB55 B55/1.9 6/05/2010 10-19086 2179042 10-19086 Natural Normal On-SiteB55 B55/4.0 6/05/2010 10-19086 2179044 10-19086 Natural Normal On-SiteB55 B55/5.5 6/05/2010 10-19086 2179046 10-19086 Natural Normal On-SiteB55 B55/6.5 6/05/2010 10-20080 2186147 10-20080 Natural Normal On-SiteB57 B157/0.8 6/05/2010 10-19086 2179078 10-19086 Fill Field D On-SiteB57 B257/0.8 6/05/2010 M10-MY03786 264198 Fill Interlab D On-SiteB57 B57/0.2 6/05/2010 10-19086 2179049 10-19086 Fill Normal On-SiteB57 B57/0.8 6/05/2010 10-19086 2179051 10-19086 Fill Normal On-SiteB57 B57/1.5-2.0 6/05/2010 10-19086 2179053 10-19086 Natural Normal On-SiteB57 B57/3.0 6/05/2010 10-19086 2179054 10-19086 Natural Normal On-SiteB58 B58/0.4 6/05/2010 10-19086 2179055 10-19086 Fill Normal On-SiteB58 B58/0.8 6/05/2010 10-19086 2179056 10-19086 Fill Normal On-SiteB58 B58/1.0 6/05/2010 10-19086 2179057 10-19086 Natural Normal On-SiteB58 B58/2.0 6/05/2010 10-19086 2179059 10-19086 Natural Normal On-SiteB59 B59/0.4 6/05/2010 10-19086 2179063 10-19086 Fill Normal On-SiteB59 B59/0.4 6/05/2010 10-20080 2186148 10-20080 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-19320 2181423 10-19320 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-20080 2186149 10-20080 Fill Normal On-SiteB60 B60/0.5 6/05/2010 10-19086 2179066 10-19086 Fill Normal On-SiteB60 B60/1.2 6/05/2010 10-19086 2179068 10-19086 Natural Normal On-SiteB60 B60/2.5 7/05/2010 10-19320 2181425 10-19320 Natural Normal On-SiteB60 B60/4.0 7/05/2010 10-19320 2181427 10-19320 Natural Normal On-SiteBH43 B243/1.2 3/05/2010 M10-MY01951 263869 Fill Interlab D On-SiteBH43 BH143/1.2 3/05/2010 10-18778 2176137 10-18778 Fill Field D On-SiteBH43 BH43/0.6 3/05/2010 10-18778 2176096 10-18778 Fill Normal On-SiteBH43 BH43/1.2 3/05/2010 10-18778 2176097 10-18778 Fill Normal On-SiteBH43 BH43/3.1 3/05/2010 10-18778 2176101 10-18778 Fill Normal On-SiteBH43 BH43/4.0 3/05/2010 10-18778 2176103 10-18778 Natural Normal On-SiteBH43 BH43/5.0 3/05/2010 10-18778 2176105 10-18778 Natural Normal On-SiteBH44 BH44/0.5 3/05/2010 10-18778 2176108 10-18778 Fill Normal On-SiteBH44 BH44/2.5 3/05/2010 10-18778 2176112 10-18778 Fill Normal On-SiteBH44 BH44/4.0 3/05/2010 10-18778 2176115 10-18778 Natural Normal On-SiteBH44 BH44/5.0 3/05/2010 10-18778 2176116 10-18778 Natural Normal On-SiteBH45 BH45/0.2 3/05/2010 10-18778 2176117 10-18778 Fill Normal On-SiteBH45 BH45/0.5 3/05/2010 10-18778 2176118 10-18778 Fill Normal On-SiteBH45 BH45/1.2 3/05/2010 10-18778 2176119 10-18778 Fill Normal On-SiteBH46 BH46/0.25 3/05/2010 10-18778 2176126 10-18778 Fill Normal On-SiteBH46 BH46/1.0 3/05/2010 10-18778 2176128 10-18778 Fill Normal On-SiteBH46 BH46/3.5 3/05/2010 10-18778 2176131 10-18778 Natural Normal On-SiteGW11 GW11/1.0 26/02/2010 10-09486 2104358 10-09486 Fill Normal On-SiteGW11 GW11/2.0 26/02/2010 10-09486 2104361 10-09486 Fill Normal On-SiteGW11 GW11/3.5 26/02/2010 10-09486 2104363 10-09486 Fill Normal On-SiteGW11 GW11/6.0 26/02/2010 10-09486 2104368 10-09486 Natural Normal On-SiteGW11 GW11/9.0 26/02/2010 10-11855 2121560 10-11855 Natural Normal On-SiteGW21 GW21/0.7 29/09/2016 16-44985 4938228 16-44985 Fill Normal On-SiteGW21 GW21/3.0 29/09/2016 16-44985 4938230 16-44985 Fill Normal On-SiteGW21 GW21/5.0 29/09/2016 16-44985 4938232 16-44985 Natural Normal On-SiteGW21 GW21/7.0 29/09/2016 16-44985 4938233 16-44985 Natural Normal On-SiteGW21 GW21/10.0 29/09/2016 16-47301 4955635 16-47301 Natural Normal On-SiteGW21 GW21/14.0 29/09/2016 16-44985 4938236 16-44985 Natural Normal On-SiteTP1 TP1/0.0-0.7 19/03/2010 10-12340 2126118 10-12340 Fill Normal On-SiteTP1 TP1/0.7-1.4 19/03/2010 10-12340 2126119 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-12340 2126120 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-14511 2144340 10-14511 Natural Normal On-SiteTP37 TP37/0.45 4/01/2012 12-02857 2882520 12-02857 Fill Normal On-SiteTP37 TP37/0.55 4/01/2012 12-02857 2882521 12-02857 Natural Normal On-SiteTP38 TP38/0.4 4/01/2012 12-02857 2882522 12-02857 Fill Normal On-SiteTP44 040112 4/01/2012 12-02857 2882531 12-02857 Natural Field D On-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.5 0.5 0.5 30 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 0.5 0.5 0.05 0.5 0.5 0.5 0.5

Phenols Non-Halogenated Halogenated Vol. Organics

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3.8 <1 <1 <30 - 17.5 <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.2 <0.5 - <1.1 <0.05 <0.05 - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - <0.05 - <0.05 <0.05 - - <0.05 <0.05 <0.05 - <0.05<0.5 <0.5 <0.5 <30 <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <30 <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <30 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <30 <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <30 <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 <0.5 <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 <0.5 <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 <30 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <30 <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 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 14 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneTP44 TP244/0.4 4/01/2012 M12-Ja02702 323719 Fill Interlab D On-SiteTP44 TP44/0.4 4/01/2012 12-02857 2882528 12-02857 Fill Normal On-SiteTP45 TP45/0.4 4/01/2012 12-02857 2882529 12-02857 Natural Normal On-SiteV1 300811A 30/08/2011 11-37134 2727075 11-37134 Natural Field D On-SiteV1 V1 30/08/2011 11-37134 2727067 11-37134 Natural Normal On-SiteV1 V1/0.3 28/10/2011 11-46254 2800962 11-46254 Natural Normal On-SiteV1 V1/0.6 25/08/2011 11-36678 2722430 11-36678 Natural Normal On-SiteV1 V1/1.7 23/03/2012 12-15704 2980156 12-15704 Natural Normal On-SiteV1 V1/1.9 23/03/2012 12-15704 2980157 12-15704 Natural Normal On-SiteV21 V21 26/06/2012 12-29711 3088759 12-29711 Natural Normal On-SiteV22 V22 26/06/2012 12-29711 3088760 12-29711 Natural Normal On-SiteV34 V34 28/06/2012 12-30064 3092122 12-30064 Natural Normal On-SiteV36 V36 28/06/2012 12-30064 3092123 12-30064 Natural Normal On-SiteV37 V37 28/06/2012 12-30064 3092124 12-30064 Natural Normal On-SiteV38 V38 28/06/2012 12-30064 3092125 12-30064 Natural Normal On-SiteV43 280612B 28/06/2012 12-30068 3092179 12-30068 Natural Field D On-SiteV43 V43 28/06/2012 12-30064 3092126 12-30064 Natural Normal On-SiteOff-Site DelineationB48 B48/12.0 13/05/2010 10-20021 2185396 10-20021 Natural Normal Off-SiteB48 B48/14.5 13/05/2010 10-20021 2185398 10-20021 Natural Normal Off-SiteB48 B48/6.0 5/05/2010 10-19084 2178974 10-19084 Natural Normal Off-SiteB50 B50/3.0 4/05/2010 10-19920 2184568 10-19920 Natural Normal Off-SiteB56 B156/2.8 7/05/2010 10-19320 2181428 10-19320 Natural Field D Off-SiteB56 B256/2.8 7/05/2010 M10-MY05410 264542 Natural Interlab D Off-SiteB56 B56/1.5 7/05/2010 10-19320 2181413 10-19320 Natural Normal Off-SiteB56 B56/2.8 7/05/2010 10-19320 2181416 10-19320 Natural Normal Off-SiteB56 B56/4.2 7/05/2010 10-19320 2181418 10-19320 Natural Normal Off-SiteB56 B56/5.8 7/05/2010 10-19320 2181420 10-19320 Natural Normal Off-SiteBH47 BH47/1.5 4/05/2010 10-18782 2176188 10-18782 Natural Normal Off-SiteBH47 BH47/2.5 4/05/2010 10-18782 2176190 10-18782 Natural Normal Off-SiteBH48 BH48/1.0 4/05/2010 10-18782 2176202 10-18782 Natural Normal Off-SiteBH48 BH48/1.5 4/05/2010 10-18782 2176203 10-18782 Natural Normal Off-SiteBH48 BH48/2.5 4/05/2010 10-18782 2176205 10-18782 Natural Normal Off-SiteBH49 B249/3.0 4/05/2010 M10-MY01952 263870 Natural Interlab D Off-SiteBH49 BH149/3.0 4/05/2010 10-18782 2176234 10-18782 Natural Field D Off-SiteBH49 BH49/1.0 4/05/2010 10-18782 2176211 10-18782 Natural Normal Off-SiteBH49 BH49/3.0 4/05/2010 10-18782 2176215 10-18782 Natural Normal Off-SiteBH49 BH49/3.5 4/05/2010 10-18782 2176216 10-18782 Natural Normal Off-SiteBH50 BH50/1.0 4/05/2010 10-18782 2176224 10-18782 Natural Normal Off-SiteBH50 BH50/1.5 4/05/2010 10-18782 2176225 10-18782 Natural Normal Off-SiteBH50 BH50/2.5 4/05/2010 10-18782 2176227 10-18782 Natural Normal Off-SiteGW17 GW17/12.0 23/09/2016 16-47279 4955453 16-47279 Natural Normal Off-SiteGW17 GW17/15.0 23/09/2016 16-47279 4955454 16-47279 Natural Normal Off-SiteGW17 GW17/5.0 23/09/2016 16-47279 4955451 16-47279 Natural Normal Off-SiteGW18 GW18/13.0 26/09/2016 16-47279 4955459 16-47279 Natural Normal Off-SiteGW18 GW18/17.0 26/09/2016 16-47279 4955460 16-47279 Natural Normal Off-SiteGW18 GW18/19.0 26/09/2016 16-47279 4955466 16-47279 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-44620 4934847 16-44620 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-47301 4955637 16-47301 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-44620 4934841 16-44620 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-47301 4955638 16-47301 Natural Normal Off-SiteGW19 GW19/9.0 27/09/2016 16-44620 4934844 16-44620 Natural Normal Off-SiteGW20 GW20/14.0 28/09/2016 16-47301 4955636 16-47301 Natural Normal Off-SiteGW20 GW20/16.0 28/09/2016 16-44775 4936460 16-44775 Natural Normal Off-SiteGW20 GW20/3.0 28/09/2016 16-44775 4936455 16-44775 Natural Normal Off-SiteGW20 GW20/7.0 28/09/2016 16-44775 4936457 16-44775 Natural Normal Off-SiteGW20 GW220/7.0 28/09/2016 M16-Se27771 517813 Natural Interlab D Off-SiteGW20 GW280916 28/09/2016 16-44775 4936461 16-44775 Natural Field D Off-SiteGW22 GW071116 7/11/2016 16-50776 4981965 16-50776 Natural Field D Off-SiteGW22 GW22/10.0 7/11/2016 16-50776 4981958 16-50776 Natural Normal Off-SiteGW22 GW22/12.0 7/11/2016 16-50776 4981960 16-50776 Natural Normal Off-SiteGW22 GW22/14.0 7/11/2016 16-50776 4981978 16-50776 Natural Normal Off-SiteGW22 GW22/15.0 7/11/2016 16-50776 4981964 16-50776 Natural Normal Off-SiteGW22 GW22/2.5 7/11/2016 16-50776 4981951 16-50776 Natural Normal Off-SiteGW22 GW22/4.0 7/11/2016 16-50776 4981977 16-50776 Natural Normal Off-SiteGW22 GW222/12.0 7/11/2016 M16-No07119 522833 Natural Interlab D Off-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.5 0.5 0.5 30 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 0.5 0.5 0.05 0.5 0.5 0.5 0.5

Phenols Non-Halogenated Halogenated Vol. Organics

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Page 15 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneGW23 GW23/11.0 8/11/2016 16-50893 4982912 16-50893 Natural Normal Off-SiteGW23 GW23/16.0 8/11/2016 16-50893 4982917 16-50893 Natural Normal Off-SiteAdjacent Audit Investigation Samples

Env Stds Comments #1:Based on CCME 1991

#2:US EPA 2005 ECO SSL #3:Based on CCME 1999

#4:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). Criteria based on #5:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(2) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#6:ECO SSL 2008 - Protection of Mammalian Wildlife #7:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(4) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#8:NEPC 1999. NEPM Interim Urban Ecological Investigation Level. #9:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#10:Based on EPA IWRG 621 Clean Fill Criteria #11:Based on CCME 1997

#12:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(1) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). #13:US EPA 2007 ECO SSL - Based on high molecular weight PAHs

#14:Based on Ministry of Infrastructure and Environment, Dutch Target Intervention Value (2013 Circular) #15:Based on US EPA Region 4 Soil Screening Value (All Receptors) - revised 2015

#16:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 #17:Arsenic: HIL assumes 70% oral bioavailability. Site-specific bioavailability maybe important and should be considered where appropriate (refer shedule B7).

#18:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 - Chromium insoluble salts criteria has been adopted#19:Lead: HILs A,B,C based on blood lead models (IEUBK & HIL D on adult lead model for where 50% bioavailability considered. Site-specific bioavailability should be considered where appro

#20:Elemental mercury: HIL does not address elemental mercury. a site specific assessment should be considered if elemental mercury is present, or suspected to be present.#21:Carcinogenic PAHs: HIL based on 8 carcinogenic PAHs & their TEFs (relative to BaP, ref Schedule B7). BaP TEQ = Sum of each carcinogenic PAH adjusted by its BaP TEF (refer Tabl 1A(1#22:Total PAHs: Based on sum of 16 most common reported (WHO 98). HIL application should consider presence of carcinogenic PAHs (should meet BaP TEQ HIL) & naphthalene (should me#23:PCBs: HIL refers to non-dioxin like PCBs only. Where PCB source is known, or suspected at a site, a site-specific assessment of exposure to all PCBs (inc dioxin like PCBs) should be und

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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 16 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneOn-SiteB1 B1/0.25 25/02/2010 10-09481 2104247 10-09481 Fill Normal On-SiteB1 B1/1.0 25/02/2010 10-09481 2104249 10-09481 Natural Normal On-SiteB1 B101/0.25 25/02/2010 10-09481 2104300 10-09481 Fill Field D On-SiteB1 B201/0.25 1/03/2010 M10-MA00290 260105 Natural Interlab D On-SiteB12 B12/0.25 3/03/2010 10-10115 2110200 10-10115 Fill Normal On-SiteB12 B12/0.6 3/03/2010 10-10115 2110201 10-10115 Natural Normal On-SiteB12 B12/2.0 3/03/2010 10-10115 2110203 10-10115 Natural Normal On-SiteB2 B2/0.5 25/02/2010 10-09481 2104255 10-09481 Fill Normal On-SiteB2 B2/0.65 25/02/2010 10-09481 2104256 10-09481 Fill Normal On-SiteB2 B2/1.5 25/02/2010 10-09481 2104259 10-09481 Natural Normal On-SiteB22 B22/0.5 29/03/2010 10-13713 2136227 10-13713 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-13713 2136229 10-16375 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-16375 2156308 10-16375 Fill Normal On-SiteB23 B123/0.5 29/03/2010 10-13713 2136253 10-13713 Fill Field D On-SiteB23 B223/0.5 29/03/2010 M10-MA11016 261844 Fill Interlab D On-SiteB23 B23/0.5 29/03/2010 10-13713 2136231 10-13713 Fill Normal On-SiteB23 B23/0.5 29/03/2010 10-16375 2157311 10-16375 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-13713 2136232 10-13713 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-16375 2156307 10-16375 Fill Normal On-SiteB23 B23/1.2 29/03/2010 10-13713 2136233 10-13713 Natural Normal On-SiteB23 B23/2.0 29/03/2010 10-13713 2136235 10-13713 Natural Normal On-SiteB23 B23/4.0 29/03/2010 10-13713 2136237 10-13713 Natural Normal On-SiteB24 B24/0.2 29/03/2010 10-13713 2136239 10-13713 Fill Normal On-SiteB24 B24/0.6 29/03/2010 10-13713 2136240 10-13713 Fill Normal On-SiteB24 B24/0.9 29/03/2010 10-13713 2136241 10-13713 Natural Normal On-SiteB24 B24/2.0 29/03/2010 10-13713 2136243 10-13713 Natural Normal On-SiteB25 B25/0.2 29/03/2010 10-13713 2136247 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-13713 2136248 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-16375 2157310 10-16375 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-13713 2136250 10-13713 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-16375 2156306 10-16375 Fill Normal On-SiteB26 B26/0.5-1.0 29/03/2010 10-13713 2136251 10-13713 Fill Normal On-SiteB27 B27/0.2 3/03/2010 10-10115 2110224 10-10115 Fill Normal On-SiteB28 B28/0.05 3/03/2010 10-10115 2110225 10-10115 Fill Normal On-SiteB28 B28/0.2 3/03/2010 10-10115 2110226 10-10115 Fill Normal On-SiteB3 B3/0.2 25/02/2010 10-09481 2104263 10-09481 Fill Normal On-SiteB3 B3/0.3 25/02/2010 10-09481 2104264 10-09481 Natural Normal On-SiteB3 B3/1.0 25/02/2010 10-09481 2104266 10-09481 Natural Normal On-SiteB31 B31/0.3 19/03/2010 10-12340 2126095 10-12340 Fill Normal On-SiteB32 B132/3.0 19/03/2010 10-12340 2126128 10-12340 Fill Field D On-SiteB32 B232/3.0 19/03/2010 M10-MA08220 261390 Fill Interlab D On-SiteB32 B32/2.0 19/03/2010 10-12340 2126100 10-12340 Fill Normal On-SiteB32 B32/3.0 19/03/2010 10-12340 2126101 10-12340 Fill Normal On-SiteB32 B32/4.0 19/03/2010 10-14511 2144339 10-14511 Fill Normal On-SiteB32 B32/7.0 19/03/2010 10-12340 2126105 10-12340 Natural Normal On-SiteB33 B133/2.5 19/03/2010 10-12340 2126129 10-12340 Fill Field D On-SiteB33 B233/2.5 19/03/2010 M10-MA08221 261390 Fill Interlab D On-SiteB33 B33/0.5 19/03/2010 10-12340 2126107 10-12340 Fill Normal On-SiteB33 B33/1.0 19/03/2010 10-12340 2126108 10-12340 Fill Normal On-SiteB33 B33/2.5 19/03/2010 10-12340 2126110 10-12340 Fill Normal On-SiteB34 B34/2.0 19/03/2010 10-12340 2126114 10-12340 Fill Normal On-SiteB34 B34/3.0 19/03/2010 10-12340 2126115 10-12340 Fill Normal On-SiteB34 B34/3.5 19/03/2010 10-12340 2126116 10-12340 Natural Normal On-SiteB34 B34/3.5 19/03/2010 10-16375 2157312 10-16375 Fill Normal On-SiteB35 B35/1.0 19/03/2010 10-12340 2126122 10-12340 Natural Normal On-SiteB35 B35/1.5 19/03/2010 10-12340 2126123 10-12340 Fill Normal On-SiteB35 B35/2.0 19/03/2010 10-12340 2126124 10-12340 Fill Normal On-SiteB35 B35/3.0 19/03/2010 10-12340 2126127 10-12340 Natural Normal On-SiteB43 B43/3.1 3/05/2010 10-19920 2184570 10-19920 Fill Normal On-SiteB44 B44/1.6 3/05/2010 10-19920 2184567 10-19920 Fill Normal On-SiteB51 B51/0.4 5/05/2010 10-19084 2178976 10-19084 Fill Normal On-SiteB51 B51/2.0 5/05/2010 10-19084 2178980 10-19084 Natural Normal On-SiteB52 B52/0.5 6/05/2010 10-19086 2179018 10-19086 Fill Normal On-SiteB52 B52/0.65 6/05/2010 10-19086 2179019 10-19086 Fill Normal On-SiteB52 B52/2.0 6/05/2010 10-19086 2179023 10-19086 Natural Normal On-Site

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<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 <6 <6 <6 <6 <6 <6 <6 <6 <6 <6 <6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Chlorinated HydrocarbonsHalogenated Vol. Organics

Page 17 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneB52 B52/3.0 6/05/2010 10-19086 2179025 10-19086 Natural Normal On-SiteB53 B53/0.5 6/05/2010 10-19086 2179027 10-19086 Fill Normal On-SiteB53 B53/1.3 6/05/2010 10-19086 2179029 10-19086 Natural Normal On-SiteB53 B53/2.0 6/05/2010 10-19086 2179031 10-19086 Natural Normal On-SiteB54 B54/0.35 6/05/2010 10-19086 2179035 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-19086 2179038 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-20080 2186146 10-20080 Fill Normal On-SiteB55 B55/0.4 6/05/2010 10-19086 2179040 10-19086 Fill Normal On-SiteB55 B55/1.9 6/05/2010 10-19086 2179042 10-19086 Natural Normal On-SiteB55 B55/4.0 6/05/2010 10-19086 2179044 10-19086 Natural Normal On-SiteB55 B55/5.5 6/05/2010 10-19086 2179046 10-19086 Natural Normal On-SiteB55 B55/6.5 6/05/2010 10-20080 2186147 10-20080 Natural Normal On-SiteB57 B157/0.8 6/05/2010 10-19086 2179078 10-19086 Fill Field D On-SiteB57 B257/0.8 6/05/2010 M10-MY03786 264198 Fill Interlab D On-SiteB57 B57/0.2 6/05/2010 10-19086 2179049 10-19086 Fill Normal On-SiteB57 B57/0.8 6/05/2010 10-19086 2179051 10-19086 Fill Normal On-SiteB57 B57/1.5-2.0 6/05/2010 10-19086 2179053 10-19086 Natural Normal On-SiteB57 B57/3.0 6/05/2010 10-19086 2179054 10-19086 Natural Normal On-SiteB58 B58/0.4 6/05/2010 10-19086 2179055 10-19086 Fill Normal On-SiteB58 B58/0.8 6/05/2010 10-19086 2179056 10-19086 Fill Normal On-SiteB58 B58/1.0 6/05/2010 10-19086 2179057 10-19086 Natural Normal On-SiteB58 B58/2.0 6/05/2010 10-19086 2179059 10-19086 Natural Normal On-SiteB59 B59/0.4 6/05/2010 10-19086 2179063 10-19086 Fill Normal On-SiteB59 B59/0.4 6/05/2010 10-20080 2186148 10-20080 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-19320 2181423 10-19320 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-20080 2186149 10-20080 Fill Normal On-SiteB60 B60/0.5 6/05/2010 10-19086 2179066 10-19086 Fill Normal On-SiteB60 B60/1.2 6/05/2010 10-19086 2179068 10-19086 Natural Normal On-SiteB60 B60/2.5 7/05/2010 10-19320 2181425 10-19320 Natural Normal On-SiteB60 B60/4.0 7/05/2010 10-19320 2181427 10-19320 Natural Normal On-SiteBH43 B243/1.2 3/05/2010 M10-MY01951 263869 Fill Interlab D On-SiteBH43 BH143/1.2 3/05/2010 10-18778 2176137 10-18778 Fill Field D On-SiteBH43 BH43/0.6 3/05/2010 10-18778 2176096 10-18778 Fill Normal On-SiteBH43 BH43/1.2 3/05/2010 10-18778 2176097 10-18778 Fill Normal On-SiteBH43 BH43/3.1 3/05/2010 10-18778 2176101 10-18778 Fill Normal On-SiteBH43 BH43/4.0 3/05/2010 10-18778 2176103 10-18778 Natural Normal On-SiteBH43 BH43/5.0 3/05/2010 10-18778 2176105 10-18778 Natural Normal On-SiteBH44 BH44/0.5 3/05/2010 10-18778 2176108 10-18778 Fill Normal On-SiteBH44 BH44/2.5 3/05/2010 10-18778 2176112 10-18778 Fill Normal On-SiteBH44 BH44/4.0 3/05/2010 10-18778 2176115 10-18778 Natural Normal On-SiteBH44 BH44/5.0 3/05/2010 10-18778 2176116 10-18778 Natural Normal On-SiteBH45 BH45/0.2 3/05/2010 10-18778 2176117 10-18778 Fill Normal On-SiteBH45 BH45/0.5 3/05/2010 10-18778 2176118 10-18778 Fill Normal On-SiteBH45 BH45/1.2 3/05/2010 10-18778 2176119 10-18778 Fill Normal On-SiteBH46 BH46/0.25 3/05/2010 10-18778 2176126 10-18778 Fill Normal On-SiteBH46 BH46/1.0 3/05/2010 10-18778 2176128 10-18778 Fill Normal On-SiteBH46 BH46/3.5 3/05/2010 10-18778 2176131 10-18778 Natural Normal On-SiteGW11 GW11/1.0 26/02/2010 10-09486 2104358 10-09486 Fill Normal On-SiteGW11 GW11/2.0 26/02/2010 10-09486 2104361 10-09486 Fill Normal On-SiteGW11 GW11/3.5 26/02/2010 10-09486 2104363 10-09486 Fill Normal On-SiteGW11 GW11/6.0 26/02/2010 10-09486 2104368 10-09486 Natural Normal On-SiteGW11 GW11/9.0 26/02/2010 10-11855 2121560 10-11855 Natural Normal On-SiteGW21 GW21/0.7 29/09/2016 16-44985 4938228 16-44985 Fill Normal On-SiteGW21 GW21/3.0 29/09/2016 16-44985 4938230 16-44985 Fill Normal On-SiteGW21 GW21/5.0 29/09/2016 16-44985 4938232 16-44985 Natural Normal On-SiteGW21 GW21/7.0 29/09/2016 16-44985 4938233 16-44985 Natural Normal On-SiteGW21 GW21/10.0 29/09/2016 16-47301 4955635 16-47301 Natural Normal On-SiteGW21 GW21/14.0 29/09/2016 16-44985 4938236 16-44985 Natural Normal On-SiteTP1 TP1/0.0-0.7 19/03/2010 10-12340 2126118 10-12340 Fill Normal On-SiteTP1 TP1/0.7-1.4 19/03/2010 10-12340 2126119 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-12340 2126120 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-14511 2144340 10-14511 Natural Normal On-SiteTP37 TP37/0.45 4/01/2012 12-02857 2882520 12-02857 Fill Normal On-SiteTP37 TP37/0.55 4/01/2012 12-02857 2882521 12-02857 Natural Normal On-SiteTP38 TP38/0.4 4/01/2012 12-02857 2882522 12-02857 Fill Normal On-SiteTP44 040112 4/01/2012 12-02857 2882531 12-02857 Natural Field D On-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 0.05 0.5 0.5 2 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Chlorinated HydrocarbonsHalogenated Vol. Organics

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 <3 <3 <3 <3 <3 <3 <3 <3 <3 <3 <3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1 - <0.5 <0.5 <2 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 18 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneTP44 TP244/0.4 4/01/2012 M12-Ja02702 323719 Fill Interlab D On-SiteTP44 TP44/0.4 4/01/2012 12-02857 2882528 12-02857 Fill Normal On-SiteTP45 TP45/0.4 4/01/2012 12-02857 2882529 12-02857 Natural Normal On-SiteV1 300811A 30/08/2011 11-37134 2727075 11-37134 Natural Field D On-SiteV1 V1 30/08/2011 11-37134 2727067 11-37134 Natural Normal On-SiteV1 V1/0.3 28/10/2011 11-46254 2800962 11-46254 Natural Normal On-SiteV1 V1/0.6 25/08/2011 11-36678 2722430 11-36678 Natural Normal On-SiteV1 V1/1.7 23/03/2012 12-15704 2980156 12-15704 Natural Normal On-SiteV1 V1/1.9 23/03/2012 12-15704 2980157 12-15704 Natural Normal On-SiteV21 V21 26/06/2012 12-29711 3088759 12-29711 Natural Normal On-SiteV22 V22 26/06/2012 12-29711 3088760 12-29711 Natural Normal On-SiteV34 V34 28/06/2012 12-30064 3092122 12-30064 Natural Normal On-SiteV36 V36 28/06/2012 12-30064 3092123 12-30064 Natural Normal On-SiteV37 V37 28/06/2012 12-30064 3092124 12-30064 Natural Normal On-SiteV38 V38 28/06/2012 12-30064 3092125 12-30064 Natural Normal On-SiteV43 280612B 28/06/2012 12-30068 3092179 12-30068 Natural Field D On-SiteV43 V43 28/06/2012 12-30064 3092126 12-30064 Natural Normal On-SiteOff-Site DelineationB48 B48/12.0 13/05/2010 10-20021 2185396 10-20021 Natural Normal Off-SiteB48 B48/14.5 13/05/2010 10-20021 2185398 10-20021 Natural Normal Off-SiteB48 B48/6.0 5/05/2010 10-19084 2178974 10-19084 Natural Normal Off-SiteB50 B50/3.0 4/05/2010 10-19920 2184568 10-19920 Natural Normal Off-SiteB56 B156/2.8 7/05/2010 10-19320 2181428 10-19320 Natural Field D Off-SiteB56 B256/2.8 7/05/2010 M10-MY05410 264542 Natural Interlab D Off-SiteB56 B56/1.5 7/05/2010 10-19320 2181413 10-19320 Natural Normal Off-SiteB56 B56/2.8 7/05/2010 10-19320 2181416 10-19320 Natural Normal Off-SiteB56 B56/4.2 7/05/2010 10-19320 2181418 10-19320 Natural Normal Off-SiteB56 B56/5.8 7/05/2010 10-19320 2181420 10-19320 Natural Normal Off-SiteBH47 BH47/1.5 4/05/2010 10-18782 2176188 10-18782 Natural Normal Off-SiteBH47 BH47/2.5 4/05/2010 10-18782 2176190 10-18782 Natural Normal Off-SiteBH48 BH48/1.0 4/05/2010 10-18782 2176202 10-18782 Natural Normal Off-SiteBH48 BH48/1.5 4/05/2010 10-18782 2176203 10-18782 Natural Normal Off-SiteBH48 BH48/2.5 4/05/2010 10-18782 2176205 10-18782 Natural Normal Off-SiteBH49 B249/3.0 4/05/2010 M10-MY01952 263870 Natural Interlab D Off-SiteBH49 BH149/3.0 4/05/2010 10-18782 2176234 10-18782 Natural Field D Off-SiteBH49 BH49/1.0 4/05/2010 10-18782 2176211 10-18782 Natural Normal Off-SiteBH49 BH49/3.0 4/05/2010 10-18782 2176215 10-18782 Natural Normal Off-SiteBH49 BH49/3.5 4/05/2010 10-18782 2176216 10-18782 Natural Normal Off-SiteBH50 BH50/1.0 4/05/2010 10-18782 2176224 10-18782 Natural Normal Off-SiteBH50 BH50/1.5 4/05/2010 10-18782 2176225 10-18782 Natural Normal Off-SiteBH50 BH50/2.5 4/05/2010 10-18782 2176227 10-18782 Natural Normal Off-SiteGW17 GW17/12.0 23/09/2016 16-47279 4955453 16-47279 Natural Normal Off-SiteGW17 GW17/15.0 23/09/2016 16-47279 4955454 16-47279 Natural Normal Off-SiteGW17 GW17/5.0 23/09/2016 16-47279 4955451 16-47279 Natural Normal Off-SiteGW18 GW18/13.0 26/09/2016 16-47279 4955459 16-47279 Natural Normal Off-SiteGW18 GW18/17.0 26/09/2016 16-47279 4955460 16-47279 Natural Normal Off-SiteGW18 GW18/19.0 26/09/2016 16-47279 4955466 16-47279 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-44620 4934847 16-44620 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-47301 4955637 16-47301 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-44620 4934841 16-44620 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-47301 4955638 16-47301 Natural Normal Off-SiteGW19 GW19/9.0 27/09/2016 16-44620 4934844 16-44620 Natural Normal Off-SiteGW20 GW20/14.0 28/09/2016 16-47301 4955636 16-47301 Natural Normal Off-SiteGW20 GW20/16.0 28/09/2016 16-44775 4936460 16-44775 Natural Normal Off-SiteGW20 GW20/3.0 28/09/2016 16-44775 4936455 16-44775 Natural Normal Off-SiteGW20 GW20/7.0 28/09/2016 16-44775 4936457 16-44775 Natural Normal Off-SiteGW20 GW220/7.0 28/09/2016 M16-Se27771 517813 Natural Interlab D Off-SiteGW20 GW280916 28/09/2016 16-44775 4936461 16-44775 Natural Field D Off-SiteGW22 GW071116 7/11/2016 16-50776 4981965 16-50776 Natural Field D Off-SiteGW22 GW22/10.0 7/11/2016 16-50776 4981958 16-50776 Natural Normal Off-SiteGW22 GW22/12.0 7/11/2016 16-50776 4981960 16-50776 Natural Normal Off-SiteGW22 GW22/14.0 7/11/2016 16-50776 4981978 16-50776 Natural Normal Off-SiteGW22 GW22/15.0 7/11/2016 16-50776 4981964 16-50776 Natural Normal Off-SiteGW22 GW22/2.5 7/11/2016 16-50776 4981951 16-50776 Natural Normal Off-SiteGW22 GW22/4.0 7/11/2016 16-50776 4981977 16-50776 Natural Normal Off-SiteGW22 GW222/12.0 7/11/2016 M16-No07119 522833 Natural Interlab D Off-Site

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Chlorinated HydrocarbonsHalogenated Vol. Organics

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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Page 19 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneGW23 GW23/11.0 8/11/2016 16-50893 4982912 16-50893 Natural Normal Off-SiteGW23 GW23/16.0 8/11/2016 16-50893 4982917 16-50893 Natural Normal Off-SiteAdjacent Audit Investigation Samples

Env Stds Comments #1:Based on CCME 1991

#2:US EPA 2005 ECO SSL #3:Based on CCME 1999

#4:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). Criteria based on #5:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(2) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#6:ECO SSL 2008 - Protection of Mammalian Wildlife #7:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(4) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#8:NEPC 1999. NEPM Interim Urban Ecological Investigation Level. #9:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#10:Based on EPA IWRG 621 Clean Fill Criteria #11:Based on CCME 1997

#12:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(1) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). #13:US EPA 2007 ECO SSL - Based on high molecular weight PAHs

#14:Based on Ministry of Infrastructure and Environment, Dutch Target Intervention Value (2013 Circular) #15:Based on US EPA Region 4 Soil Screening Value (All Receptors) - revised 2015

#16:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 #17:Arsenic: HIL assumes 70% oral bioavailability. Site-specific bioavailability maybe important and should be considered where appropriate (refer shedule B7).

#18:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 - Chromium insoluble salts criteria has been adopted#19:Lead: HILs A,B,C based on blood lead models (IEUBK & HIL D on adult lead model for where 50% bioavailability considered. Site-specific bioavailability should be considered where appro

#20:Elemental mercury: HIL does not address elemental mercury. a site specific assessment should be considered if elemental mercury is present, or suspected to be present.#21:Carcinogenic PAHs: HIL based on 8 carcinogenic PAHs & their TEFs (relative to BaP, ref Schedule B7). BaP TEQ = Sum of each carcinogenic PAH adjusted by its BaP TEF (refer Tabl 1A(1#22:Total PAHs: Based on sum of 16 most common reported (WHO 98). HIL application should consider presence of carcinogenic PAHs (should meet BaP TEQ HIL) & naphthalene (should me#23:PCBs: HIL refers to non-dioxin like PCBs only. Where PCB source is known, or suspected at a site, a site-specific assessment of exposure to all PCBs (inc dioxin like PCBs) should be und

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Chlorinated HydrocarbonsHalogenated Vol. Organics

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 20 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneOn-SiteB1 B1/0.25 25/02/2010 10-09481 2104247 10-09481 Fill Normal On-SiteB1 B1/1.0 25/02/2010 10-09481 2104249 10-09481 Natural Normal On-SiteB1 B101/0.25 25/02/2010 10-09481 2104300 10-09481 Fill Field D On-SiteB1 B201/0.25 1/03/2010 M10-MA00290 260105 Natural Interlab D On-SiteB12 B12/0.25 3/03/2010 10-10115 2110200 10-10115 Fill Normal On-SiteB12 B12/0.6 3/03/2010 10-10115 2110201 10-10115 Natural Normal On-SiteB12 B12/2.0 3/03/2010 10-10115 2110203 10-10115 Natural Normal On-SiteB2 B2/0.5 25/02/2010 10-09481 2104255 10-09481 Fill Normal On-SiteB2 B2/0.65 25/02/2010 10-09481 2104256 10-09481 Fill Normal On-SiteB2 B2/1.5 25/02/2010 10-09481 2104259 10-09481 Natural Normal On-SiteB22 B22/0.5 29/03/2010 10-13713 2136227 10-13713 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-13713 2136229 10-16375 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-16375 2156308 10-16375 Fill Normal On-SiteB23 B123/0.5 29/03/2010 10-13713 2136253 10-13713 Fill Field D On-SiteB23 B223/0.5 29/03/2010 M10-MA11016 261844 Fill Interlab D On-SiteB23 B23/0.5 29/03/2010 10-13713 2136231 10-13713 Fill Normal On-SiteB23 B23/0.5 29/03/2010 10-16375 2157311 10-16375 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-13713 2136232 10-13713 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-16375 2156307 10-16375 Fill Normal On-SiteB23 B23/1.2 29/03/2010 10-13713 2136233 10-13713 Natural Normal On-SiteB23 B23/2.0 29/03/2010 10-13713 2136235 10-13713 Natural Normal On-SiteB23 B23/4.0 29/03/2010 10-13713 2136237 10-13713 Natural Normal On-SiteB24 B24/0.2 29/03/2010 10-13713 2136239 10-13713 Fill Normal On-SiteB24 B24/0.6 29/03/2010 10-13713 2136240 10-13713 Fill Normal On-SiteB24 B24/0.9 29/03/2010 10-13713 2136241 10-13713 Natural Normal On-SiteB24 B24/2.0 29/03/2010 10-13713 2136243 10-13713 Natural Normal On-SiteB25 B25/0.2 29/03/2010 10-13713 2136247 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-13713 2136248 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-16375 2157310 10-16375 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-13713 2136250 10-13713 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-16375 2156306 10-16375 Fill Normal On-SiteB26 B26/0.5-1.0 29/03/2010 10-13713 2136251 10-13713 Fill Normal On-SiteB27 B27/0.2 3/03/2010 10-10115 2110224 10-10115 Fill Normal On-SiteB28 B28/0.05 3/03/2010 10-10115 2110225 10-10115 Fill Normal On-SiteB28 B28/0.2 3/03/2010 10-10115 2110226 10-10115 Fill Normal On-SiteB3 B3/0.2 25/02/2010 10-09481 2104263 10-09481 Fill Normal On-SiteB3 B3/0.3 25/02/2010 10-09481 2104264 10-09481 Natural Normal On-SiteB3 B3/1.0 25/02/2010 10-09481 2104266 10-09481 Natural Normal On-SiteB31 B31/0.3 19/03/2010 10-12340 2126095 10-12340 Fill Normal On-SiteB32 B132/3.0 19/03/2010 10-12340 2126128 10-12340 Fill Field D On-SiteB32 B232/3.0 19/03/2010 M10-MA08220 261390 Fill Interlab D On-SiteB32 B32/2.0 19/03/2010 10-12340 2126100 10-12340 Fill Normal On-SiteB32 B32/3.0 19/03/2010 10-12340 2126101 10-12340 Fill Normal On-SiteB32 B32/4.0 19/03/2010 10-14511 2144339 10-14511 Fill Normal On-SiteB32 B32/7.0 19/03/2010 10-12340 2126105 10-12340 Natural Normal On-SiteB33 B133/2.5 19/03/2010 10-12340 2126129 10-12340 Fill Field D On-SiteB33 B233/2.5 19/03/2010 M10-MA08221 261390 Fill Interlab D On-SiteB33 B33/0.5 19/03/2010 10-12340 2126107 10-12340 Fill Normal On-SiteB33 B33/1.0 19/03/2010 10-12340 2126108 10-12340 Fill Normal On-SiteB33 B33/2.5 19/03/2010 10-12340 2126110 10-12340 Fill Normal On-SiteB34 B34/2.0 19/03/2010 10-12340 2126114 10-12340 Fill Normal On-SiteB34 B34/3.0 19/03/2010 10-12340 2126115 10-12340 Fill Normal On-SiteB34 B34/3.5 19/03/2010 10-12340 2126116 10-12340 Natural Normal On-SiteB34 B34/3.5 19/03/2010 10-16375 2157312 10-16375 Fill Normal On-SiteB35 B35/1.0 19/03/2010 10-12340 2126122 10-12340 Natural Normal On-SiteB35 B35/1.5 19/03/2010 10-12340 2126123 10-12340 Fill Normal On-SiteB35 B35/2.0 19/03/2010 10-12340 2126124 10-12340 Fill Normal On-SiteB35 B35/3.0 19/03/2010 10-12340 2126127 10-12340 Natural Normal On-SiteB43 B43/3.1 3/05/2010 10-19920 2184570 10-19920 Fill Normal On-SiteB44 B44/1.6 3/05/2010 10-19920 2184567 10-19920 Fill Normal On-SiteB51 B51/0.4 5/05/2010 10-19084 2178976 10-19084 Fill Normal On-SiteB51 B51/2.0 5/05/2010 10-19084 2178980 10-19084 Natural Normal On-SiteB52 B52/0.5 6/05/2010 10-19086 2179018 10-19086 Fill Normal On-SiteB52 B52/0.65 6/05/2010 10-19086 2179019 10-19086 Fill Normal On-SiteB52 B52/2.0 6/05/2010 10-19086 2179023 10-19086 Natural Normal On-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg MG/KG MG/KG mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.1 0.1 0.1 0.1 0.05 0.05 0.1 0.1 0.05 0.1 0.05 0.05 0.1 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05

4#14 0.27#15 1804#14 0.27#15 1804 #14 0.27 #15 6404#14 0.27#15 640

10 6 50 240 2015 10 90 600 3010 10 70 400 3080 45 530 3600 160

<0.1 <0.1 <0.1 <0.1 - <0.05 <0.1 <0.1 <8.9 <7.8 <0.05 <0.1 <0.1 <0.05 <0.05 <0.15 - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - <0.05 - - <0.05 - - - <0.85 <0.8 - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 - <0.05 <0.1 <0.1 <8.9 <7.8 <0.05 <0.1 <0.1 <0.05 <0.05 <0.15 - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - -

<0.05 <0.05 - <0.05 <0.05 <0.05 <0.05 <0.05 <0.95 <0.85 - <0.1 <0.1 - - <0.15 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.1 <0.1 <0.1 <0.1 - <0.05 <0.1 <0.1 <8.9 <7.8 <0.05 <0.1 <0.1 <0.05 <0.05 <0.15 - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 - <0.05 <0.1 <0.1 <8.9 <7.8 <0.05 <0.1 <0.1 <0.05 <0.05 <0.15 - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <6 <6 <6 <6 - <3 <6 <6 <32.5 <25.5 <3 <6 <6 <3 <3 <9 - - <3 <3 <3 <3 <3 <3 <3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Chlorinated Hydrocarbons Organochlorine Pesticides

Page 21 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneB52 B52/3.0 6/05/2010 10-19086 2179025 10-19086 Natural Normal On-SiteB53 B53/0.5 6/05/2010 10-19086 2179027 10-19086 Fill Normal On-SiteB53 B53/1.3 6/05/2010 10-19086 2179029 10-19086 Natural Normal On-SiteB53 B53/2.0 6/05/2010 10-19086 2179031 10-19086 Natural Normal On-SiteB54 B54/0.35 6/05/2010 10-19086 2179035 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-19086 2179038 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-20080 2186146 10-20080 Fill Normal On-SiteB55 B55/0.4 6/05/2010 10-19086 2179040 10-19086 Fill Normal On-SiteB55 B55/1.9 6/05/2010 10-19086 2179042 10-19086 Natural Normal On-SiteB55 B55/4.0 6/05/2010 10-19086 2179044 10-19086 Natural Normal On-SiteB55 B55/5.5 6/05/2010 10-19086 2179046 10-19086 Natural Normal On-SiteB55 B55/6.5 6/05/2010 10-20080 2186147 10-20080 Natural Normal On-SiteB57 B157/0.8 6/05/2010 10-19086 2179078 10-19086 Fill Field D On-SiteB57 B257/0.8 6/05/2010 M10-MY03786 264198 Fill Interlab D On-SiteB57 B57/0.2 6/05/2010 10-19086 2179049 10-19086 Fill Normal On-SiteB57 B57/0.8 6/05/2010 10-19086 2179051 10-19086 Fill Normal On-SiteB57 B57/1.5-2.0 6/05/2010 10-19086 2179053 10-19086 Natural Normal On-SiteB57 B57/3.0 6/05/2010 10-19086 2179054 10-19086 Natural Normal On-SiteB58 B58/0.4 6/05/2010 10-19086 2179055 10-19086 Fill Normal On-SiteB58 B58/0.8 6/05/2010 10-19086 2179056 10-19086 Fill Normal On-SiteB58 B58/1.0 6/05/2010 10-19086 2179057 10-19086 Natural Normal On-SiteB58 B58/2.0 6/05/2010 10-19086 2179059 10-19086 Natural Normal On-SiteB59 B59/0.4 6/05/2010 10-19086 2179063 10-19086 Fill Normal On-SiteB59 B59/0.4 6/05/2010 10-20080 2186148 10-20080 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-19320 2181423 10-19320 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-20080 2186149 10-20080 Fill Normal On-SiteB60 B60/0.5 6/05/2010 10-19086 2179066 10-19086 Fill Normal On-SiteB60 B60/1.2 6/05/2010 10-19086 2179068 10-19086 Natural Normal On-SiteB60 B60/2.5 7/05/2010 10-19320 2181425 10-19320 Natural Normal On-SiteB60 B60/4.0 7/05/2010 10-19320 2181427 10-19320 Natural Normal On-SiteBH43 B243/1.2 3/05/2010 M10-MY01951 263869 Fill Interlab D On-SiteBH43 BH143/1.2 3/05/2010 10-18778 2176137 10-18778 Fill Field D On-SiteBH43 BH43/0.6 3/05/2010 10-18778 2176096 10-18778 Fill Normal On-SiteBH43 BH43/1.2 3/05/2010 10-18778 2176097 10-18778 Fill Normal On-SiteBH43 BH43/3.1 3/05/2010 10-18778 2176101 10-18778 Fill Normal On-SiteBH43 BH43/4.0 3/05/2010 10-18778 2176103 10-18778 Natural Normal On-SiteBH43 BH43/5.0 3/05/2010 10-18778 2176105 10-18778 Natural Normal On-SiteBH44 BH44/0.5 3/05/2010 10-18778 2176108 10-18778 Fill Normal On-SiteBH44 BH44/2.5 3/05/2010 10-18778 2176112 10-18778 Fill Normal On-SiteBH44 BH44/4.0 3/05/2010 10-18778 2176115 10-18778 Natural Normal On-SiteBH44 BH44/5.0 3/05/2010 10-18778 2176116 10-18778 Natural Normal On-SiteBH45 BH45/0.2 3/05/2010 10-18778 2176117 10-18778 Fill Normal On-SiteBH45 BH45/0.5 3/05/2010 10-18778 2176118 10-18778 Fill Normal On-SiteBH45 BH45/1.2 3/05/2010 10-18778 2176119 10-18778 Fill Normal On-SiteBH46 BH46/0.25 3/05/2010 10-18778 2176126 10-18778 Fill Normal On-SiteBH46 BH46/1.0 3/05/2010 10-18778 2176128 10-18778 Fill Normal On-SiteBH46 BH46/3.5 3/05/2010 10-18778 2176131 10-18778 Natural Normal On-SiteGW11 GW11/1.0 26/02/2010 10-09486 2104358 10-09486 Fill Normal On-SiteGW11 GW11/2.0 26/02/2010 10-09486 2104361 10-09486 Fill Normal On-SiteGW11 GW11/3.5 26/02/2010 10-09486 2104363 10-09486 Fill Normal On-SiteGW11 GW11/6.0 26/02/2010 10-09486 2104368 10-09486 Natural Normal On-SiteGW11 GW11/9.0 26/02/2010 10-11855 2121560 10-11855 Natural Normal On-SiteGW21 GW21/0.7 29/09/2016 16-44985 4938228 16-44985 Fill Normal On-SiteGW21 GW21/3.0 29/09/2016 16-44985 4938230 16-44985 Fill Normal On-SiteGW21 GW21/5.0 29/09/2016 16-44985 4938232 16-44985 Natural Normal On-SiteGW21 GW21/7.0 29/09/2016 16-44985 4938233 16-44985 Natural Normal On-SiteGW21 GW21/10.0 29/09/2016 16-47301 4955635 16-47301 Natural Normal On-SiteGW21 GW21/14.0 29/09/2016 16-44985 4938236 16-44985 Natural Normal On-SiteTP1 TP1/0.0-0.7 19/03/2010 10-12340 2126118 10-12340 Fill Normal On-SiteTP1 TP1/0.7-1.4 19/03/2010 10-12340 2126119 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-12340 2126120 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-14511 2144340 10-14511 Natural Normal On-SiteTP37 TP37/0.45 4/01/2012 12-02857 2882520 12-02857 Fill Normal On-SiteTP37 TP37/0.55 4/01/2012 12-02857 2882521 12-02857 Natural Normal On-SiteTP38 TP38/0.4 4/01/2012 12-02857 2882522 12-02857 Fill Normal On-SiteTP44 040112 4/01/2012 12-02857 2882531 12-02857 Natural Field D On-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg MG/KG MG/KG mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.1 0.1 0.1 0.1 0.05 0.05 0.1 0.1 0.05 0.1 0.05 0.05 0.1 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05

4#14 0.27#15 1804#14 0.27#15 1804 #14 0.27 #15 6404#14 0.27#15 640

10 6 50 240 2015 10 90 600 3010 10 70 400 3080 45 530 3600 160

Chlorinated Hydrocarbons Organochlorine Pesticides

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <3 <3 <3 - <2 <3 <3 <20.5 <16.5 <2 <4 <4 <2 <2 <6 - - <2 <2 <2 <2 <2 <2 <2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 - <0.05 <0.05 <0.05 <0.05 <0.05 <0.95 <0.85 - <0.1 <0.1 - - <0.15 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.1 <0.1 <0.1 <0.1 - <0.05 <0.1 <0.1 <8.9 <7.8 <0.05 <0.1 <0.1 <0.05 <0.05 <0.15 - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 - <0.05 <0.1 <0.1 <8.9 <7.8 <0.05 <0.1 <0.1 <0.05 <0.05 <0.15 - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 - <0.05 <0.1 <0.1 <8.9 <7.8 <0.05 <0.1 <0.1 <0.05 <0.05 <0.15 - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.1 <0.1 <0.1 <0.1 - <0.05 <0.1 <0.1 <8.9 <7.8 <0.05 <0.1 <0.1 <0.05 <0.05 <0.15 - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <8.5 <7.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 22 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneTP44 TP244/0.4 4/01/2012 M12-Ja02702 323719 Fill Interlab D On-SiteTP44 TP44/0.4 4/01/2012 12-02857 2882528 12-02857 Fill Normal On-SiteTP45 TP45/0.4 4/01/2012 12-02857 2882529 12-02857 Natural Normal On-SiteV1 300811A 30/08/2011 11-37134 2727075 11-37134 Natural Field D On-SiteV1 V1 30/08/2011 11-37134 2727067 11-37134 Natural Normal On-SiteV1 V1/0.3 28/10/2011 11-46254 2800962 11-46254 Natural Normal On-SiteV1 V1/0.6 25/08/2011 11-36678 2722430 11-36678 Natural Normal On-SiteV1 V1/1.7 23/03/2012 12-15704 2980156 12-15704 Natural Normal On-SiteV1 V1/1.9 23/03/2012 12-15704 2980157 12-15704 Natural Normal On-SiteV21 V21 26/06/2012 12-29711 3088759 12-29711 Natural Normal On-SiteV22 V22 26/06/2012 12-29711 3088760 12-29711 Natural Normal On-SiteV34 V34 28/06/2012 12-30064 3092122 12-30064 Natural Normal On-SiteV36 V36 28/06/2012 12-30064 3092123 12-30064 Natural Normal On-SiteV37 V37 28/06/2012 12-30064 3092124 12-30064 Natural Normal On-SiteV38 V38 28/06/2012 12-30064 3092125 12-30064 Natural Normal On-SiteV43 280612B 28/06/2012 12-30068 3092179 12-30068 Natural Field D On-SiteV43 V43 28/06/2012 12-30064 3092126 12-30064 Natural Normal On-SiteOff-Site DelineationB48 B48/12.0 13/05/2010 10-20021 2185396 10-20021 Natural Normal Off-SiteB48 B48/14.5 13/05/2010 10-20021 2185398 10-20021 Natural Normal Off-SiteB48 B48/6.0 5/05/2010 10-19084 2178974 10-19084 Natural Normal Off-SiteB50 B50/3.0 4/05/2010 10-19920 2184568 10-19920 Natural Normal Off-SiteB56 B156/2.8 7/05/2010 10-19320 2181428 10-19320 Natural Field D Off-SiteB56 B256/2.8 7/05/2010 M10-MY05410 264542 Natural Interlab D Off-SiteB56 B56/1.5 7/05/2010 10-19320 2181413 10-19320 Natural Normal Off-SiteB56 B56/2.8 7/05/2010 10-19320 2181416 10-19320 Natural Normal Off-SiteB56 B56/4.2 7/05/2010 10-19320 2181418 10-19320 Natural Normal Off-SiteB56 B56/5.8 7/05/2010 10-19320 2181420 10-19320 Natural Normal Off-SiteBH47 BH47/1.5 4/05/2010 10-18782 2176188 10-18782 Natural Normal Off-SiteBH47 BH47/2.5 4/05/2010 10-18782 2176190 10-18782 Natural Normal Off-SiteBH48 BH48/1.0 4/05/2010 10-18782 2176202 10-18782 Natural Normal Off-SiteBH48 BH48/1.5 4/05/2010 10-18782 2176203 10-18782 Natural Normal Off-SiteBH48 BH48/2.5 4/05/2010 10-18782 2176205 10-18782 Natural Normal Off-SiteBH49 B249/3.0 4/05/2010 M10-MY01952 263870 Natural Interlab D Off-SiteBH49 BH149/3.0 4/05/2010 10-18782 2176234 10-18782 Natural Field D Off-SiteBH49 BH49/1.0 4/05/2010 10-18782 2176211 10-18782 Natural Normal Off-SiteBH49 BH49/3.0 4/05/2010 10-18782 2176215 10-18782 Natural Normal Off-SiteBH49 BH49/3.5 4/05/2010 10-18782 2176216 10-18782 Natural Normal Off-SiteBH50 BH50/1.0 4/05/2010 10-18782 2176224 10-18782 Natural Normal Off-SiteBH50 BH50/1.5 4/05/2010 10-18782 2176225 10-18782 Natural Normal Off-SiteBH50 BH50/2.5 4/05/2010 10-18782 2176227 10-18782 Natural Normal Off-SiteGW17 GW17/12.0 23/09/2016 16-47279 4955453 16-47279 Natural Normal Off-SiteGW17 GW17/15.0 23/09/2016 16-47279 4955454 16-47279 Natural Normal Off-SiteGW17 GW17/5.0 23/09/2016 16-47279 4955451 16-47279 Natural Normal Off-SiteGW18 GW18/13.0 26/09/2016 16-47279 4955459 16-47279 Natural Normal Off-SiteGW18 GW18/17.0 26/09/2016 16-47279 4955460 16-47279 Natural Normal Off-SiteGW18 GW18/19.0 26/09/2016 16-47279 4955466 16-47279 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-44620 4934847 16-44620 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-47301 4955637 16-47301 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-44620 4934841 16-44620 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-47301 4955638 16-47301 Natural Normal Off-SiteGW19 GW19/9.0 27/09/2016 16-44620 4934844 16-44620 Natural Normal Off-SiteGW20 GW20/14.0 28/09/2016 16-47301 4955636 16-47301 Natural Normal Off-SiteGW20 GW20/16.0 28/09/2016 16-44775 4936460 16-44775 Natural Normal Off-SiteGW20 GW20/3.0 28/09/2016 16-44775 4936455 16-44775 Natural Normal Off-SiteGW20 GW20/7.0 28/09/2016 16-44775 4936457 16-44775 Natural Normal Off-SiteGW20 GW220/7.0 28/09/2016 M16-Se27771 517813 Natural Interlab D Off-SiteGW20 GW280916 28/09/2016 16-44775 4936461 16-44775 Natural Field D Off-SiteGW22 GW071116 7/11/2016 16-50776 4981965 16-50776 Natural Field D Off-SiteGW22 GW22/10.0 7/11/2016 16-50776 4981958 16-50776 Natural Normal Off-SiteGW22 GW22/12.0 7/11/2016 16-50776 4981960 16-50776 Natural Normal Off-SiteGW22 GW22/14.0 7/11/2016 16-50776 4981978 16-50776 Natural Normal Off-SiteGW22 GW22/15.0 7/11/2016 16-50776 4981964 16-50776 Natural Normal Off-SiteGW22 GW22/2.5 7/11/2016 16-50776 4981951 16-50776 Natural Normal Off-SiteGW22 GW22/4.0 7/11/2016 16-50776 4981977 16-50776 Natural Normal Off-SiteGW22 GW222/12.0 7/11/2016 M16-No07119 522833 Natural Interlab D Off-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg MG/KG MG/KG mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.1 0.1 0.1 0.1 0.05 0.05 0.1 0.1 0.05 0.1 0.05 0.05 0.1 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05

4#14 0.27#15 1804#14 0.27#15 1804 #14 0.27 #15 6404#14 0.27#15 640

10 6 50 240 2015 10 90 600 3010 10 70 400 3080 45 530 3600 160

Chlorinated Hydrocarbons Organochlorine Pesticides

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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Page 23 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneGW23 GW23/11.0 8/11/2016 16-50893 4982912 16-50893 Natural Normal Off-SiteGW23 GW23/16.0 8/11/2016 16-50893 4982917 16-50893 Natural Normal Off-SiteAdjacent Audit Investigation Samples

Env Stds Comments #1:Based on CCME 1991

#2:US EPA 2005 ECO SSL #3:Based on CCME 1999

#4:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). Criteria based on #5:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(2) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#6:ECO SSL 2008 - Protection of Mammalian Wildlife #7:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(4) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#8:NEPC 1999. NEPM Interim Urban Ecological Investigation Level. #9:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#10:Based on EPA IWRG 621 Clean Fill Criteria #11:Based on CCME 1997

#12:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(1) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). #13:US EPA 2007 ECO SSL - Based on high molecular weight PAHs

#14:Based on Ministry of Infrastructure and Environment, Dutch Target Intervention Value (2013 Circular) #15:Based on US EPA Region 4 Soil Screening Value (All Receptors) - revised 2015

#16:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 #17:Arsenic: HIL assumes 70% oral bioavailability. Site-specific bioavailability maybe important and should be considered where appropriate (refer shedule B7).

#18:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 - Chromium insoluble salts criteria has been adopted#19:Lead: HILs A,B,C based on blood lead models (IEUBK & HIL D on adult lead model for where 50% bioavailability considered. Site-specific bioavailability should be considered where appro

#20:Elemental mercury: HIL does not address elemental mercury. a site specific assessment should be considered if elemental mercury is present, or suspected to be present.#21:Carcinogenic PAHs: HIL based on 8 carcinogenic PAHs & their TEFs (relative to BaP, ref Schedule B7). BaP TEQ = Sum of each carcinogenic PAH adjusted by its BaP TEF (refer Tabl 1A(1#22:Total PAHs: Based on sum of 16 most common reported (WHO 98). HIL application should consider presence of carcinogenic PAHs (should meet BaP TEQ HIL) & naphthalene (should me#23:PCBs: HIL refers to non-dioxin like PCBs only. Where PCB source is known, or suspected at a site, a site-specific assessment of exposure to all PCBs (inc dioxin like PCBs) should be und

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4#14 0.27#15 1804#14 0.27#15 1804 #14 0.27 #15 6404#14 0.27#15 640

10 6 50 240 2015 10 90 600 3010 10 70 400 3080 45 530 3600 160

Chlorinated Hydrocarbons Organochlorine Pesticides

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 24 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneOn-SiteB1 B1/0.25 25/02/2010 10-09481 2104247 10-09481 Fill Normal On-SiteB1 B1/1.0 25/02/2010 10-09481 2104249 10-09481 Natural Normal On-SiteB1 B101/0.25 25/02/2010 10-09481 2104300 10-09481 Fill Field D On-SiteB1 B201/0.25 1/03/2010 M10-MA00290 260105 Natural Interlab D On-SiteB12 B12/0.25 3/03/2010 10-10115 2110200 10-10115 Fill Normal On-SiteB12 B12/0.6 3/03/2010 10-10115 2110201 10-10115 Natural Normal On-SiteB12 B12/2.0 3/03/2010 10-10115 2110203 10-10115 Natural Normal On-SiteB2 B2/0.5 25/02/2010 10-09481 2104255 10-09481 Fill Normal On-SiteB2 B2/0.65 25/02/2010 10-09481 2104256 10-09481 Fill Normal On-SiteB2 B2/1.5 25/02/2010 10-09481 2104259 10-09481 Natural Normal On-SiteB22 B22/0.5 29/03/2010 10-13713 2136227 10-13713 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-13713 2136229 10-16375 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-16375 2156308 10-16375 Fill Normal On-SiteB23 B123/0.5 29/03/2010 10-13713 2136253 10-13713 Fill Field D On-SiteB23 B223/0.5 29/03/2010 M10-MA11016 261844 Fill Interlab D On-SiteB23 B23/0.5 29/03/2010 10-13713 2136231 10-13713 Fill Normal On-SiteB23 B23/0.5 29/03/2010 10-16375 2157311 10-16375 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-13713 2136232 10-13713 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-16375 2156307 10-16375 Fill Normal On-SiteB23 B23/1.2 29/03/2010 10-13713 2136233 10-13713 Natural Normal On-SiteB23 B23/2.0 29/03/2010 10-13713 2136235 10-13713 Natural Normal On-SiteB23 B23/4.0 29/03/2010 10-13713 2136237 10-13713 Natural Normal On-SiteB24 B24/0.2 29/03/2010 10-13713 2136239 10-13713 Fill Normal On-SiteB24 B24/0.6 29/03/2010 10-13713 2136240 10-13713 Fill Normal On-SiteB24 B24/0.9 29/03/2010 10-13713 2136241 10-13713 Natural Normal On-SiteB24 B24/2.0 29/03/2010 10-13713 2136243 10-13713 Natural Normal On-SiteB25 B25/0.2 29/03/2010 10-13713 2136247 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-13713 2136248 10-13713 Fill Normal On-SiteB25 B25/0.5 29/03/2010 10-16375 2157310 10-16375 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-13713 2136250 10-13713 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-16375 2156306 10-16375 Fill Normal On-SiteB26 B26/0.5-1.0 29/03/2010 10-13713 2136251 10-13713 Fill Normal On-SiteB27 B27/0.2 3/03/2010 10-10115 2110224 10-10115 Fill Normal On-SiteB28 B28/0.05 3/03/2010 10-10115 2110225 10-10115 Fill Normal On-SiteB28 B28/0.2 3/03/2010 10-10115 2110226 10-10115 Fill Normal On-SiteB3 B3/0.2 25/02/2010 10-09481 2104263 10-09481 Fill Normal On-SiteB3 B3/0.3 25/02/2010 10-09481 2104264 10-09481 Natural Normal On-SiteB3 B3/1.0 25/02/2010 10-09481 2104266 10-09481 Natural Normal On-SiteB31 B31/0.3 19/03/2010 10-12340 2126095 10-12340 Fill Normal On-SiteB32 B132/3.0 19/03/2010 10-12340 2126128 10-12340 Fill Field D On-SiteB32 B232/3.0 19/03/2010 M10-MA08220 261390 Fill Interlab D On-SiteB32 B32/2.0 19/03/2010 10-12340 2126100 10-12340 Fill Normal On-SiteB32 B32/3.0 19/03/2010 10-12340 2126101 10-12340 Fill Normal On-SiteB32 B32/4.0 19/03/2010 10-14511 2144339 10-14511 Fill Normal On-SiteB32 B32/7.0 19/03/2010 10-12340 2126105 10-12340 Natural Normal On-SiteB33 B133/2.5 19/03/2010 10-12340 2126129 10-12340 Fill Field D On-SiteB33 B233/2.5 19/03/2010 M10-MA08221 261390 Fill Interlab D On-SiteB33 B33/0.5 19/03/2010 10-12340 2126107 10-12340 Fill Normal On-SiteB33 B33/1.0 19/03/2010 10-12340 2126108 10-12340 Fill Normal On-SiteB33 B33/2.5 19/03/2010 10-12340 2126110 10-12340 Fill Normal On-SiteB34 B34/2.0 19/03/2010 10-12340 2126114 10-12340 Fill Normal On-SiteB34 B34/3.0 19/03/2010 10-12340 2126115 10-12340 Fill Normal On-SiteB34 B34/3.5 19/03/2010 10-12340 2126116 10-12340 Natural Normal On-SiteB34 B34/3.5 19/03/2010 10-16375 2157312 10-16375 Fill Normal On-SiteB35 B35/1.0 19/03/2010 10-12340 2126122 10-12340 Natural Normal On-SiteB35 B35/1.5 19/03/2010 10-12340 2126123 10-12340 Fill Normal On-SiteB35 B35/2.0 19/03/2010 10-12340 2126124 10-12340 Fill Normal On-SiteB35 B35/3.0 19/03/2010 10-12340 2126127 10-12340 Natural Normal On-SiteB43 B43/3.1 3/05/2010 10-19920 2184570 10-19920 Fill Normal On-SiteB44 B44/1.6 3/05/2010 10-19920 2184567 10-19920 Fill Normal On-SiteB51 B51/0.4 5/05/2010 10-19084 2178976 10-19084 Fill Normal On-SiteB51 B51/2.0 5/05/2010 10-19084 2178980 10-19084 Natural Normal On-SiteB52 B52/0.5 6/05/2010 10-19086 2179018 10-19086 Fill Normal On-SiteB52 B52/0.65 6/05/2010 10-19086 2179019 10-19086 Fill Normal On-SiteB52 B52/2.0 6/05/2010 10-19086 2179023 10-19086 Natural Normal On-Site

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P (T

otal

)*

Din

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Aro

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r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 101

6

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

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PCB

s (S

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg MG/KG MG/KG mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 10 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

1.2#14

1.2#14

1.2 #14

1.2#14

10 6 300 1#23

20 10 500 1#23

20 10 400 1#23

100 50 2500 7#23

<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.9 <0.65 <10 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.9 <0.65 <10 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <50 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.75 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.9 <0.65 <10 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.9 <0.65 <10 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <3 <3 <3 <3 <3 <3 <3 <3 <3 <54 <39 <10 <6 <6 <6 <6 <6 <6 <6 <6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Organochlorine Pesticides Polychlorinated Biphenyls

Page 25 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneB52 B52/3.0 6/05/2010 10-19086 2179025 10-19086 Natural Normal On-SiteB53 B53/0.5 6/05/2010 10-19086 2179027 10-19086 Fill Normal On-SiteB53 B53/1.3 6/05/2010 10-19086 2179029 10-19086 Natural Normal On-SiteB53 B53/2.0 6/05/2010 10-19086 2179031 10-19086 Natural Normal On-SiteB54 B54/0.35 6/05/2010 10-19086 2179035 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-19086 2179038 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-20080 2186146 10-20080 Fill Normal On-SiteB55 B55/0.4 6/05/2010 10-19086 2179040 10-19086 Fill Normal On-SiteB55 B55/1.9 6/05/2010 10-19086 2179042 10-19086 Natural Normal On-SiteB55 B55/4.0 6/05/2010 10-19086 2179044 10-19086 Natural Normal On-SiteB55 B55/5.5 6/05/2010 10-19086 2179046 10-19086 Natural Normal On-SiteB55 B55/6.5 6/05/2010 10-20080 2186147 10-20080 Natural Normal On-SiteB57 B157/0.8 6/05/2010 10-19086 2179078 10-19086 Fill Field D On-SiteB57 B257/0.8 6/05/2010 M10-MY03786 264198 Fill Interlab D On-SiteB57 B57/0.2 6/05/2010 10-19086 2179049 10-19086 Fill Normal On-SiteB57 B57/0.8 6/05/2010 10-19086 2179051 10-19086 Fill Normal On-SiteB57 B57/1.5-2.0 6/05/2010 10-19086 2179053 10-19086 Natural Normal On-SiteB57 B57/3.0 6/05/2010 10-19086 2179054 10-19086 Natural Normal On-SiteB58 B58/0.4 6/05/2010 10-19086 2179055 10-19086 Fill Normal On-SiteB58 B58/0.8 6/05/2010 10-19086 2179056 10-19086 Fill Normal On-SiteB58 B58/1.0 6/05/2010 10-19086 2179057 10-19086 Natural Normal On-SiteB58 B58/2.0 6/05/2010 10-19086 2179059 10-19086 Natural Normal On-SiteB59 B59/0.4 6/05/2010 10-19086 2179063 10-19086 Fill Normal On-SiteB59 B59/0.4 6/05/2010 10-20080 2186148 10-20080 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-19320 2181423 10-19320 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-20080 2186149 10-20080 Fill Normal On-SiteB60 B60/0.5 6/05/2010 10-19086 2179066 10-19086 Fill Normal On-SiteB60 B60/1.2 6/05/2010 10-19086 2179068 10-19086 Natural Normal On-SiteB60 B60/2.5 7/05/2010 10-19320 2181425 10-19320 Natural Normal On-SiteB60 B60/4.0 7/05/2010 10-19320 2181427 10-19320 Natural Normal On-SiteBH43 B243/1.2 3/05/2010 M10-MY01951 263869 Fill Interlab D On-SiteBH43 BH143/1.2 3/05/2010 10-18778 2176137 10-18778 Fill Field D On-SiteBH43 BH43/0.6 3/05/2010 10-18778 2176096 10-18778 Fill Normal On-SiteBH43 BH43/1.2 3/05/2010 10-18778 2176097 10-18778 Fill Normal On-SiteBH43 BH43/3.1 3/05/2010 10-18778 2176101 10-18778 Fill Normal On-SiteBH43 BH43/4.0 3/05/2010 10-18778 2176103 10-18778 Natural Normal On-SiteBH43 BH43/5.0 3/05/2010 10-18778 2176105 10-18778 Natural Normal On-SiteBH44 BH44/0.5 3/05/2010 10-18778 2176108 10-18778 Fill Normal On-SiteBH44 BH44/2.5 3/05/2010 10-18778 2176112 10-18778 Fill Normal On-SiteBH44 BH44/4.0 3/05/2010 10-18778 2176115 10-18778 Natural Normal On-SiteBH44 BH44/5.0 3/05/2010 10-18778 2176116 10-18778 Natural Normal On-SiteBH45 BH45/0.2 3/05/2010 10-18778 2176117 10-18778 Fill Normal On-SiteBH45 BH45/0.5 3/05/2010 10-18778 2176118 10-18778 Fill Normal On-SiteBH45 BH45/1.2 3/05/2010 10-18778 2176119 10-18778 Fill Normal On-SiteBH46 BH46/0.25 3/05/2010 10-18778 2176126 10-18778 Fill Normal On-SiteBH46 BH46/1.0 3/05/2010 10-18778 2176128 10-18778 Fill Normal On-SiteBH46 BH46/3.5 3/05/2010 10-18778 2176131 10-18778 Natural Normal On-SiteGW11 GW11/1.0 26/02/2010 10-09486 2104358 10-09486 Fill Normal On-SiteGW11 GW11/2.0 26/02/2010 10-09486 2104361 10-09486 Fill Normal On-SiteGW11 GW11/3.5 26/02/2010 10-09486 2104363 10-09486 Fill Normal On-SiteGW11 GW11/6.0 26/02/2010 10-09486 2104368 10-09486 Natural Normal On-SiteGW11 GW11/9.0 26/02/2010 10-11855 2121560 10-11855 Natural Normal On-SiteGW21 GW21/0.7 29/09/2016 16-44985 4938228 16-44985 Fill Normal On-SiteGW21 GW21/3.0 29/09/2016 16-44985 4938230 16-44985 Fill Normal On-SiteGW21 GW21/5.0 29/09/2016 16-44985 4938232 16-44985 Natural Normal On-SiteGW21 GW21/7.0 29/09/2016 16-44985 4938233 16-44985 Natural Normal On-SiteGW21 GW21/10.0 29/09/2016 16-47301 4955635 16-47301 Natural Normal On-SiteGW21 GW21/14.0 29/09/2016 16-44985 4938236 16-44985 Natural Normal On-SiteTP1 TP1/0.0-0.7 19/03/2010 10-12340 2126118 10-12340 Fill Normal On-SiteTP1 TP1/0.7-1.4 19/03/2010 10-12340 2126119 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-12340 2126120 10-12340 Natural Normal On-SiteTP1 TP1/2.0 19/03/2010 10-14511 2144340 10-14511 Natural Normal On-SiteTP37 TP37/0.45 4/01/2012 12-02857 2882520 12-02857 Fill Normal On-SiteTP37 TP37/0.55 4/01/2012 12-02857 2882521 12-02857 Natural Normal On-SiteTP38 TP38/0.4 4/01/2012 12-02857 2882522 12-02857 Fill Normal On-SiteTP44 040112 4/01/2012 12-02857 2882531 12-02857 Natural Field D On-Site

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1

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2

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6

Aro

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8

Aro

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4

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg MG/KG MG/KG mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 10 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

1.2#14

1.2#14

1.2 #14

1.2#14

10 6 300 1#23

20 10 500 1#23

20 10 400 1#23

100 50 2500 7#23

Organochlorine Pesticides Polychlorinated Biphenyls

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <36 <26 <20 <3 <3 <3 <3 <3 <3 <3 <3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.75 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.9 <0.65 <10 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

- - - - - - - - - - - - - - - - - - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.9 <0.65 <10 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.9 <0.65 <10 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.9 <0.65 <10 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 26 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneTP44 TP244/0.4 4/01/2012 M12-Ja02702 323719 Fill Interlab D On-SiteTP44 TP44/0.4 4/01/2012 12-02857 2882528 12-02857 Fill Normal On-SiteTP45 TP45/0.4 4/01/2012 12-02857 2882529 12-02857 Natural Normal On-SiteV1 300811A 30/08/2011 11-37134 2727075 11-37134 Natural Field D On-SiteV1 V1 30/08/2011 11-37134 2727067 11-37134 Natural Normal On-SiteV1 V1/0.3 28/10/2011 11-46254 2800962 11-46254 Natural Normal On-SiteV1 V1/0.6 25/08/2011 11-36678 2722430 11-36678 Natural Normal On-SiteV1 V1/1.7 23/03/2012 12-15704 2980156 12-15704 Natural Normal On-SiteV1 V1/1.9 23/03/2012 12-15704 2980157 12-15704 Natural Normal On-SiteV21 V21 26/06/2012 12-29711 3088759 12-29711 Natural Normal On-SiteV22 V22 26/06/2012 12-29711 3088760 12-29711 Natural Normal On-SiteV34 V34 28/06/2012 12-30064 3092122 12-30064 Natural Normal On-SiteV36 V36 28/06/2012 12-30064 3092123 12-30064 Natural Normal On-SiteV37 V37 28/06/2012 12-30064 3092124 12-30064 Natural Normal On-SiteV38 V38 28/06/2012 12-30064 3092125 12-30064 Natural Normal On-SiteV43 280612B 28/06/2012 12-30068 3092179 12-30068 Natural Field D On-SiteV43 V43 28/06/2012 12-30064 3092126 12-30064 Natural Normal On-SiteOff-Site DelineationB48 B48/12.0 13/05/2010 10-20021 2185396 10-20021 Natural Normal Off-SiteB48 B48/14.5 13/05/2010 10-20021 2185398 10-20021 Natural Normal Off-SiteB48 B48/6.0 5/05/2010 10-19084 2178974 10-19084 Natural Normal Off-SiteB50 B50/3.0 4/05/2010 10-19920 2184568 10-19920 Natural Normal Off-SiteB56 B156/2.8 7/05/2010 10-19320 2181428 10-19320 Natural Field D Off-SiteB56 B256/2.8 7/05/2010 M10-MY05410 264542 Natural Interlab D Off-SiteB56 B56/1.5 7/05/2010 10-19320 2181413 10-19320 Natural Normal Off-SiteB56 B56/2.8 7/05/2010 10-19320 2181416 10-19320 Natural Normal Off-SiteB56 B56/4.2 7/05/2010 10-19320 2181418 10-19320 Natural Normal Off-SiteB56 B56/5.8 7/05/2010 10-19320 2181420 10-19320 Natural Normal Off-SiteBH47 BH47/1.5 4/05/2010 10-18782 2176188 10-18782 Natural Normal Off-SiteBH47 BH47/2.5 4/05/2010 10-18782 2176190 10-18782 Natural Normal Off-SiteBH48 BH48/1.0 4/05/2010 10-18782 2176202 10-18782 Natural Normal Off-SiteBH48 BH48/1.5 4/05/2010 10-18782 2176203 10-18782 Natural Normal Off-SiteBH48 BH48/2.5 4/05/2010 10-18782 2176205 10-18782 Natural Normal Off-SiteBH49 B249/3.0 4/05/2010 M10-MY01952 263870 Natural Interlab D Off-SiteBH49 BH149/3.0 4/05/2010 10-18782 2176234 10-18782 Natural Field D Off-SiteBH49 BH49/1.0 4/05/2010 10-18782 2176211 10-18782 Natural Normal Off-SiteBH49 BH49/3.0 4/05/2010 10-18782 2176215 10-18782 Natural Normal Off-SiteBH49 BH49/3.5 4/05/2010 10-18782 2176216 10-18782 Natural Normal Off-SiteBH50 BH50/1.0 4/05/2010 10-18782 2176224 10-18782 Natural Normal Off-SiteBH50 BH50/1.5 4/05/2010 10-18782 2176225 10-18782 Natural Normal Off-SiteBH50 BH50/2.5 4/05/2010 10-18782 2176227 10-18782 Natural Normal Off-SiteGW17 GW17/12.0 23/09/2016 16-47279 4955453 16-47279 Natural Normal Off-SiteGW17 GW17/15.0 23/09/2016 16-47279 4955454 16-47279 Natural Normal Off-SiteGW17 GW17/5.0 23/09/2016 16-47279 4955451 16-47279 Natural Normal Off-SiteGW18 GW18/13.0 26/09/2016 16-47279 4955459 16-47279 Natural Normal Off-SiteGW18 GW18/17.0 26/09/2016 16-47279 4955460 16-47279 Natural Normal Off-SiteGW18 GW18/19.0 26/09/2016 16-47279 4955466 16-47279 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-44620 4934847 16-44620 Natural Normal Off-SiteGW19 GW19/17.0 27/09/2016 16-47301 4955637 16-47301 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-44620 4934841 16-44620 Natural Normal Off-SiteGW19 GW19/6.0 27/09/2016 16-47301 4955638 16-47301 Natural Normal Off-SiteGW19 GW19/9.0 27/09/2016 16-44620 4934844 16-44620 Natural Normal Off-SiteGW20 GW20/14.0 28/09/2016 16-47301 4955636 16-47301 Natural Normal Off-SiteGW20 GW20/16.0 28/09/2016 16-44775 4936460 16-44775 Natural Normal Off-SiteGW20 GW20/3.0 28/09/2016 16-44775 4936455 16-44775 Natural Normal Off-SiteGW20 GW20/7.0 28/09/2016 16-44775 4936457 16-44775 Natural Normal Off-SiteGW20 GW220/7.0 28/09/2016 M16-Se27771 517813 Natural Interlab D Off-SiteGW20 GW280916 28/09/2016 16-44775 4936461 16-44775 Natural Field D Off-SiteGW22 GW071116 7/11/2016 16-50776 4981965 16-50776 Natural Field D Off-SiteGW22 GW22/10.0 7/11/2016 16-50776 4981958 16-50776 Natural Normal Off-SiteGW22 GW22/12.0 7/11/2016 16-50776 4981960 16-50776 Natural Normal Off-SiteGW22 GW22/14.0 7/11/2016 16-50776 4981978 16-50776 Natural Normal Off-SiteGW22 GW22/15.0 7/11/2016 16-50776 4981964 16-50776 Natural Normal Off-SiteGW22 GW22/2.5 7/11/2016 16-50776 4981951 16-50776 Natural Normal Off-SiteGW22 GW22/4.0 7/11/2016 16-50776 4981977 16-50776 Natural Normal Off-SiteGW22 GW222/12.0 7/11/2016 M16-No07119 522833 Natural Interlab D Off-Site

Herbicides

Endo

sulfa

n II

Endo

sulfa

n I

Endo

sulfa

n su

lpha

te

Endr

in

Endr

in a

ldeh

yde

Endr

in k

eton

e

g-B

HC

(Lin

dane

)

Hep

tach

lor

Hep

tach

lor e

poxi

de

Met

hoxy

chlo

r

Vic

EPA

IWR

G 6

21 O

CP

(Tot

al)*

Vic

EPA

IWR

G 6

21 O

ther

OC

P (T

otal

)*

Din

oseb

Aro

chlo

r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 101

6

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

0

PCB

s (S

um o

f tot

al)

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg MG/KG MG/KG mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 10 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

1.2#14

1.2#14

1.2 #14

1.2#14

10 6 300 1#23

20 10 500 1#23

20 10 400 1#23

100 50 2500 7#23

Organochlorine Pesticides Polychlorinated Biphenyls

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 27 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 BrunswickClient: Ninety Four FeetSite: 14138 Brunswick

Table 1 - Tabulated Soil Results EIL HIL

EQLNEPM 2013 EIL Fill (Urban Residential and Public Open Space)NEPM 2013 EIL Natural (Urban Residential and Public Open Space)NEPM 2013 EIL Fill (Commercial/Industrial)NEPM 2013 EIL Natural (Commercial/Industrial)NEPM 2013 Table 1A(1) HILs Res A SoilNEPM 2013 Table 1A(1) HILs Res B SoilNEPM 2013 Table 1A(1) HILs Rec C SoilNEPM 2013 Table 1A(1) HILs Comm/Ind D Soil

Location Code Field ID Sampled Date Time SampleCode Lab Report Number Matrix Description Sample Type Monitoring ZoneGW23 GW23/11.0 8/11/2016 16-50893 4982912 16-50893 Natural Normal Off-SiteGW23 GW23/16.0 8/11/2016 16-50893 4982917 16-50893 Natural Normal Off-SiteAdjacent Audit Investigation Samples

Env Stds Comments #1:Based on CCME 1991

#2:US EPA 2005 ECO SSL #3:Based on CCME 1999

#4:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). Criteria based on #5:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(2) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#6:ECO SSL 2008 - Protection of Mammalian Wildlife #7:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(4) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#8:NEPC 1999. NEPM Interim Urban Ecological Investigation Level. #9:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(3) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995).

#10:Based on EPA IWRG 621 Clean Fill Criteria #11:Based on CCME 1997

#12:Generic, conservative value based on ACL from NEPM 2013, Schedule B1, Table 1B(1) and ABC provided for an old Victorian suburb with low traffic (Olszowy et al 1995). #13:US EPA 2007 ECO SSL - Based on high molecular weight PAHs

#14:Based on Ministry of Infrastructure and Environment, Dutch Target Intervention Value (2013 Circular) #15:Based on US EPA Region 4 Soil Screening Value (All Receptors) - revised 2015

#16:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 #17:Arsenic: HIL assumes 70% oral bioavailability. Site-specific bioavailability maybe important and should be considered where appropriate (refer shedule B7).

#18:Based on US EPA Regional Screening Levels (RSLs) (TR=1 E-6, HQ=1.0), revised November 2019 - Chromium insoluble salts criteria has been adopted#19:Lead: HILs A,B,C based on blood lead models (IEUBK & HIL D on adult lead model for where 50% bioavailability considered. Site-specific bioavailability should be considered where appro

#20:Elemental mercury: HIL does not address elemental mercury. a site specific assessment should be considered if elemental mercury is present, or suspected to be present.#21:Carcinogenic PAHs: HIL based on 8 carcinogenic PAHs & their TEFs (relative to BaP, ref Schedule B7). BaP TEQ = Sum of each carcinogenic PAH adjusted by its BaP TEF (refer Tabl 1A(1#22:Total PAHs: Based on sum of 16 most common reported (WHO 98). HIL application should consider presence of carcinogenic PAHs (should meet BaP TEQ HIL) & naphthalene (should me#23:PCBs: HIL refers to non-dioxin like PCBs only. Where PCB source is known, or suspected at a site, a site-specific assessment of exposure to all PCBs (inc dioxin like PCBs) should be und

Herbicides

Endo

sulfa

n II

Endo

sulfa

n I

Endo

sulfa

n su

lpha

te

Endr

in

Endr

in a

ldeh

yde

Endr

in k

eton

e

g-B

HC

(Lin

dane

)

Hep

tach

lor

Hep

tach

lor e

poxi

de

Met

hoxy

chlo

r

Vic

EPA

IWR

G 6

21 O

CP

(Tot

al)*

Vic

EPA

IWR

G 6

21 O

ther

OC

P (T

otal

)*

Din

oseb

Aro

chlo

r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 101

6

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

0

PCB

s (S

um o

f tot

al)

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg MG/KG MG/KG mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 10 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

1.2#14

1.2#14

1.2 #14

1.2#14

10 6 300 1#23

20 10 500 1#23

20 10 400 1#23

100 50 2500 7#23

Organochlorine Pesticides Polychlorinated Biphenyls

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 28 of 28 14138 Tabulated Soil Results HIL & EIL 10.03.20

Project: 14138 Client: Ninety Four FeetSite: Brunswick

Table 2 - Tabulated Soil Results ESL HSL

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

+C10

- C

36 (S

um o

f tot

al)

C6-

C10

TRH

C6-

C10

less

BTE

X (F

1)

C10

-C16

TRH

>C10

-C16

less

Nap

htha

lene

(F2 )

C16

-C34

C34

-C40

C10

- C

40 (S

um o

f tot

al)

C10

-C14

Aro

mat

ic

C15

-28

Aro

mat

ic

C29

-C36

Aro

mat

ic

TRH

>C

10-C

14 A

lipha

tic

TRH

>C

15-2

8 A

lipha

tic

TRH

>C

29-C

36 A

lipha

tic

Ben

zene

Tolu

ene

Ethy

lben

zene

Xyle

ne (m

& p

)

Xyle

ne (o

)

Xyle

ne T

otal

Isop

ropy

lben

zene

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kgEQL 20 20 50 50 50 20 20 20 20 50 50 50 20 50 50 20 50 50 0.5 0.5 0.5 1 0.5 0.5 0.5NEPM 2013 Table 1B(6) ESLs Urban Res & Public Open Space, Coarse Soil (0-2 m) 180#1 120#2 300 2800 180#1 120#2 300 2800 50 85 70 105NEPM 2013 Table 1B(6) ESLs for Comm/Ind, Coarse Soil (0-2 m) 215#1 170#2 1700 3300 215#1 170#2 1700 3300 75 135 165 180NEPM 2013 Table 1A(3) Res A/B Soil HSL for Vapour Intrusion, Sand (0-1 m) 45#1 110#2 45#1 110#2 0.5 160 55 40NEPM 2013 Table 1A(3) Rec C Soil HSL for Vapour Intrusion, Sand (0-1 m) NL#3 NL#3 NL#3 NL#3 NL#3 NL#3 NL#3 NL#3

NEPM 2013 Table 1A(3) Comm/Ind D Soil HSL for Vapour Intrusion, Sand (0-1 m) 260#1 NL#3 260#1 NL#3 3 NL#3 NL#3 230NEPM 2013 Table 1B(7) Management Limits in Res / Parkland, Coarse Soil 700 #4 1000 #4 3500 10000 700 #4 1000 #4 3500 10000NEPM 2013 Table 1B(7) Management Limits Comm / Ind, Coarse Soil 700#4 1000#4 5000 10000 700#4 1000#4 5000 10000

Location Code Field ID Sampled Date SampleCode Lab no. Matrix Sample Type Monitoring ZoneB1 B1/0.25 25/02/2010 10-09481 2104247 10-09481 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B1 B1/1.0 25/02/2010 10-09481 2104249 10-09481 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B1 B101/0.25 25/02/2010 10-09481 2104300 10-09481 Fill Field D On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B1 B201/0.25 1/03/2010 M10-MA00290 260105 Natural Interlab D On-Site <20 <50 <100 <100 <250 - - - - - - - - - - - - - <0.05 <0.05 <0.05 - - <0.05 - B12 B12/0.25 3/03/2010 10-10115 2110200 10-10115 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B12 B12/0.6 3/03/2010 10-10115 2110201 10-10115 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B12 B12/2.0 3/03/2010 10-10115 2110203 10-10115 Natural Normal On-Site <20 71 280 <50 351 - - - - - - - - - - - - - - - - - - - - B2 B2/0.5 25/02/2010 10-09481 2104255 10-09481 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - - - - - B2 B2/0.65 25/02/2010 10-09481 2104256 10-09481 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B2 B2/1.5 25/02/2010 10-09481 2104259 10-09481 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - - - - - B22 B22/0.5 29/03/2010 10-13713 2136227 10-13713 Fill Normal On-Site <20 31 140 88 259 - - - - - - - - - - - - - - - - - - - - B22 B22/1.2 29/03/2010 10-13713 2136229 10-16375 Fill Normal On-Site 28 4800 10,000 600 15,400 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - 1.9 <0.5B22 B22/1.2 29/03/2010 10-16375 2156308 10-16375 Fill Normal On-Site - - - - - - - - - - - - 1300 5000 250 3500 5100 340 - - - - - - - B23 B123/0.5 29/03/2010 10-13713 2136253 10-13713 Fill Field D On-Site <20 92 570 140 802 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B23 B223/0.5 29/03/2010 M10-MA11016 261844 Fill Interlab D On-Site <20 <50 110 <100 110 - - - - - - - - - - - - - <0.05 <0.05 <0.05 - - 0.1 - B23 B23/0.5 29/03/2010 10-13713 2136231 10-13713 Fill Normal On-Site <20 53 200 <50 253 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B23 B23/1.0 29/03/2010 10-13713 2136232 10-13713 Fill Normal On-Site 190 22,000 61,000 3600 86,600 - - - - - - - - - - - - - <0.5 <0.5 2 - - 1.5 3.2B23 B23/1.0 29/03/2010 10-16375 2156307 10-16375 Fill Normal On-Site - - - - - - - - - - - - 7600 29,000 1500 15,000 32,000 2200 - - - - - - - B23 B23/1.2 29/03/2010 10-13713 2136233 10-13713 Natural Normal On-Site <20 190 370 <50 560 - - - - - - - - - - - - - - - - - - - - B23 B23/2.0 29/03/2010 10-13713 2136235 10-13713 Natural Normal On-Site <20 67 190 <50 257 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B23 B23/4.0 29/03/2010 10-13713 2136237 10-13713 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B24 B24/0.2 29/03/2010 10-13713 2136239 10-13713 Fill Normal On-Site <20 <20 200 140 340 - - - - - - - - - - - - - - - - - - - - B24 B24/0.6 29/03/2010 10-13713 2136240 10-13713 Fill Normal On-Site <20 390 1000 140 1530 - - - - - - - - - - - - - - - - - - - - B24 B24/0.9 29/03/2010 10-13713 2136241 10-13713 Natural Normal On-Site <20 620 1400 140 2160 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B24 B24/2.0 29/03/2010 10-13713 2136243 10-13713 Natural Normal On-Site <20 180 390 <50 570 - - - - - - - - - - - - - - - - - - - - B25 B25/0.5 29/03/2010 10-13713 2136248 10-13713 Fill Normal On-Site <20 57 3200 1600 4857 - - - - - - - - - - - - - - - - - - - - B26 B26/0.2 29/03/2010 10-13713 2136250 10-13713 Fill Normal On-Site <20 3700 39,000 3300 46,000 - - - - - - - - - - - - - - - - - - - - B26 B26/0.2 29/03/2010 10-16375 2156306 10-16375 Fill Normal On-Site - - - - - - - - - - - - 870 15,000 1200 2800 25,000 2200 - - - - - - - B26 B26/0.5-1.0 29/03/2010 10-13713 2136251 10-13713 Fill Normal On-Site <20 24 1400 2000 3424 - - - - - - - - - - - - - - - - - - - - B27 B27/0.2 3/03/2010 10-10115 2110224 10-10115 Fill Normal On-Site <20 <20 89 120 209 - - - - - - - - - - - - - - - - - - - - B28 B28/0.2 3/03/2010 10-10115 2110226 10-10115 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B3 B3/0.2 25/02/2010 10-09481 2104263 10-09481 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B3 B3/0.3 25/02/2010 10-09481 2104264 10-09481 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - - - - - B3 B3/1.0 25/02/2010 10-09481 2104266 10-09481 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - - - - - B31 B31/0.3 19/03/2010 10-12340 2126095 10-12340 Fill Normal On-Site <20 <20 <50 76 76 - - - - - - - - - - - - - - - - - - - - B32 B132/3.0 19/03/2010 10-12340 2126128 10-12340 Fill Field D On-Site - - - - - - - - - - - - - - - - - - - - - - - - - B32 B232/3.0 19/03/2010 M10-MA08220 261390 Fill Interlab D On-Site - - - - - - - - - - - - - - - - - - - - - - - - - B32 B32/2.0 19/03/2010 10-12340 2126100 10-12340 Fill Normal On-Site <20 110 2400 2400 4910 - - - - - - - - - - - - - - - - - - - - B32 B32/3.0 19/03/2010 10-12340 2126101 10-12340 Fill Normal On-Site <20 1600 2700 700 5000 - - - - - - - - - - - - - <0.5 <0.5 0.7 - - 3.7 <0.5B32 B32/4.0 19/03/2010 10-14511 2144339 10-14511 Fill Normal On-Site <20 200 2200 1700 4100 - - - - - - - - - - - - - - - - - - - - B32 B32/7.0 19/03/2010 10-12340 2126105 10-12340 Natural Normal On-Site <20 <20 66 <50 66 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B33 B33/0.5 19/03/2010 10-12340 2126107 10-12340 Fill Normal On-Site <20 <20 200 150 350 - - - - - - - - - - - - - - - - - - - - B33 B33/1.0 19/03/2010 10-12340 2126108 10-12340 Fill Normal On-Site <100 430 23,000 19,000 42,430 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B33 B33/2.5 19/03/2010 10-12340 2126110 10-12340 Fill Normal On-Site <20 540 19,000 13,000 32,540 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B33 B133/2.5 19/03/2010 10-12340 2126129 10-12340 Fill Field D On-Site <20 640 19,000 12,000 31,640 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B33 B233/2.5 19/03/2010 M10-MA08221 261390 Fill Interlab D On-Site <20 160 5600 2800 8560 - - - - - - - - - - - - - 0 0 0 - - 0.09 - B34 B34/2.0 19/03/2010 10-12340 2126114 10-12340 Fill Normal On-Site <20 <20 2100 2300 4400 - - - - - - - - - - - - - - - - - - - - B34 B34/3.0 19/03/2010 10-12340 2126115 10-12340 Fill Normal On-Site <20 23 4900 4500 9423 - - - - - - - - - - - - - - - - - - - - B34 B34/3.5 19/03/2010 10-12340 2126116 10-12340 Natural Normal On-Site <20 <20 200 120 320 - - - - - - - - - - - - - - - - - - - - B35 B35/1.5 19/03/2010 10-12340 2126123 10-12340 Fill Normal On-Site <20 67 23,000 17,000 40,067 - - - - - - - - - - - - - - - - - - - - B35 B35/2.0 19/03/2010 10-12340 2126124 10-12340 Fill Normal On-Site <20 <20 3000 2000 5000 - - - - - - - - - - - - - - - - - - - - B35 B35/3.0 19/03/2010 10-12340 2126127 10-12340 Natural Normal On-Site <20 <20 140 81 221 - - - - - - - - - - - - - - - - - - - - B43 B43/3.1 3/05/2010 10-19920 2184570 10-19920 Fill Normal On-Site - - - - - - - - - - - - 570 1500 61 1200 2100 <50 - - - - - - - B44 B44/1.6 3/05/2010 10-19920 2184567 10-19920 Fill Normal On-Site <20 120 1400 59 1579 - - - - - - - - - - - - - - - - - - - - B51 B51/0.4 5/05/2010 10-19084 2178976 10-19084 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B51 B51/2.0 5/05/2010 10-19084 2178980 10-19084 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B52 B52/0.5 6/05/2010 10-19086 2179018 10-19086 Fill Normal On-Site <100 8400 36,000 2200 46,600 - - - - - - - - - - - - - - - - - - - - B52 B52/0.65 6/05/2010 10-19086 2179019 10-19086 Fill Normal On-Site <20 1300 4400 590 6290 - - - - - - - - - - - - - - - - - - - - B52 B52/2.0 6/05/2010 10-19086 2179023 10-19086 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B52 B52/3.0 6/05/2010 10-19086 2179025 10-19086 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B53 B53/0.5 6/05/2010 10-19086 2179027 10-19086 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B53 B53/1.3 6/05/2010 10-19086 2179029 10-19086 Natural Normal On-Site <20 27 89 <50 116 - - - - - - - - - - - - - - - - - - - - B53 B53/2.0 6/05/2010 10-19086 2179031 10-19086 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B54 B54/0.35 6/05/2010 10-19086 2179035 10-19086 Fill Normal On-Site <20 <20 5200 5300 10,500 - - - - - - - - - - - - - - - - - - - - B54 B54/1.5 6/05/2010 10-19086 2179038 10-19086 Fill Normal On-Site <20 34 8900 8300 17,234 - - - - - - - - - - - - - - - - - - - - B55 B55/0.4 6/05/2010 10-19086 2179040 10-19086 Fill Normal On-Site 270 21 160 <50 181 - - - - - - - - - - - - - - - - - - - - B55 B55/1.9 6/05/2010 10-19086 2179042 10-19086 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - B55 B55/4.0 6/05/2010 10-19086 2179044 10-19086 Natural Normal On-Site <20 120 250 <50 370 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5

TRH SpeciationTRH MAH

Page 1 of 6 14138 Tabulated Soil Results HSL & ESL 10.03.20

Project: 14138 Client: Ninety Four FeetSite: Brunswick

Table 2 - Tabulated Soil Results ESL HSL

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

+C10

- C

36 (S

um o

f tot

al)

C6-

C10

TRH

C6-

C10

less

BTE

X (F

1)

C10

-C16

TRH

>C10

-C16

less

Nap

htha

lene

(F2 )

C16

-C34

C34

-C40

C10

- C

40 (S

um o

f tot

al)

C10

-C14

Aro

mat

ic

C15

-28

Aro

mat

ic

C29

-C36

Aro

mat

ic

TRH

>C

10-C

14 A

lipha

tic

TRH

>C

15-2

8 A

lipha

tic

TRH

>C

29-C

36 A

lipha

tic

Ben

zene

Tolu

ene

Ethy

lben

zene

Xyle

ne (m

& p

)

Xyle

ne (o

)

Xyle

ne T

otal

Isop

ropy

lben

zene

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kgEQL 20 20 50 50 50 20 20 20 20 50 50 50 20 50 50 20 50 50 0.5 0.5 0.5 1 0.5 0.5 0.5NEPM 2013 Table 1B(6) ESLs Urban Res & Public Open Space, Coarse Soil (0-2 m) 180#1 120#2 300 2800 180#1 120#2 300 2800 50 85 70 105NEPM 2013 Table 1B(6) ESLs for Comm/Ind, Coarse Soil (0-2 m) 215#1 170#2 1700 3300 215#1 170#2 1700 3300 75 135 165 180NEPM 2013 Table 1A(3) Res A/B Soil HSL for Vapour Intrusion, Sand (0-1 m) 45#1 110#2 45#1 110#2 0.5 160 55 40NEPM 2013 Table 1A(3) Rec C Soil HSL for Vapour Intrusion, Sand (0-1 m) NL#3 NL#3 NL#3 NL#3 NL#3 NL#3 NL#3 NL#3

NEPM 2013 Table 1A(3) Comm/Ind D Soil HSL for Vapour Intrusion, Sand (0-1 m) 260#1 NL#3 260#1 NL#3 3 NL#3 NL#3 230NEPM 2013 Table 1B(7) Management Limits in Res / Parkland, Coarse Soil 700 #4 1000 #4 3500 10000 700 #4 1000 #4 3500 10000NEPM 2013 Table 1B(7) Management Limits Comm / Ind, Coarse Soil 700#4 1000#4 5000 10000 700#4 1000#4 5000 10000

Location Code Field ID Sampled Date SampleCode Lab no. Matrix Sample Type Monitoring Zone

TRH SpeciationTRH MAH

B55 B55/5.5 6/05/2010 10-19086 2179046 10-19086 Natural Normal On-Site <20 320 750 53 1123 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B55 B55/6.5 6/05/2010 10-20080 2186147 10-20080 Natural Normal On-Site <20 110 260 <50 370 - - - - - - - - - - - - - - - - - - - - B57 B157/0.8 6/05/2010 10-19086 2179078 10-19086 Fill Field D On-Site 360 35,000 76,000 4100 115,100 - - - - - - - - - - - - - <0.5 <0.5 4.6 - - 12 5.8B57 B257/0.8 6/05/2010 M10-MY03786 264198 Fill Interlab D On-Site 75 30,000 30,000 4800 64,800 - - - - - - - - - - - - - <0.05 <0.05 1 - - 3.9 - B57 B57/0.2 6/05/2010 10-19086 2179049 10-19086 Fill Normal On-Site <100 1900 14,000 6300 22,200 - - - - - - - - - - - - - - - - - - - - B57 B57/0.8 6/05/2010 10-19086 2179051 10-19086 Fill Normal On-Site 400 41,000 90,000 4700 135,700 - - - - - - - - - - - - - <0.5 <0.5 5.1 - - 14 6.1B57 B57/1.5-2.0 6/05/2010 10-19086 2179053 10-19086 Natural Normal On-Site <20 850 2900 200 3950 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - 0.9 <0.5B57 B57/3.0 6/05/2010 10-19086 2179054 10-19086 Natural Normal On-Site <20 170 360 <50 530 - - - - - - - - - - - - - - - - - - - - B58 B58/0.4 6/05/2010 10-19086 2179055 10-19086 Fill Normal On-Site <20 <20 74 <50 74 - - - - - - - - - - - - - - - - - - - - B58 B58/0.8 6/05/2010 10-19086 2179056 10-19086 Fill Normal On-Site <20 2500 6300 810 9610 - - - - - - - - - - - - - - - - - - - - B58 B58/1.0 6/05/2010 10-19086 2179057 10-19086 Natural Normal On-Site <20 1200 3300 590 5090 - - - - - - - - - - - - - - - - - - - - B58 B58/2.0 6/05/2010 10-19086 2179059 10-19086 Natural Normal On-Site <20 730 2000 320 3050 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B59 B59/0.4 6/05/2010 10-19086 2179063 10-19086 Fill Normal On-Site 140 12,000 37,000 5800 54,800 - - - - - - - - - - - - - <0.5 <0.5 2.3 - - 19 2.1B59 B59/1.1 7/05/2010 10-19320 2181423 10-19320 Fill Normal On-Site 150 16,000 41,000 3000 60,000 - - - - - - - - - - - - - - - - - - - - B59 B59/1.1 7/05/2010 10-20080 2186149 10-20080 Fill Normal On-Site 130 16,000 45,000 3000 64,000 - - - - - - - - - - - - - <0.5 <0.5 1.5 - - 15 1.5B60 B60/0.5 6/05/2010 10-19086 2179066 10-19086 Fill Normal On-Site 140 14,000 33,000 2600 49,600 - - - - - - - - - - - - - <0.5 <0.5 2.6 - - 13 2.8B60 B60/1.2 6/05/2010 10-19086 2179068 10-19086 Natural Normal On-Site <100 11,000 26,000 1900 38,900 - - - - - - - - - - - - - <0.5 <0.5 1.9 - - 3.6 2.4B60 B60/2.5 7/05/2010 10-19320 2181425 10-19320 Natural Normal On-Site <20 290 740 50 1080 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5B60 B60/4.0 7/05/2010 10-19320 2181427 10-19320 Natural Normal On-Site <20 140 350 <50 490 - - - - - - - - - - - - - - - - - - - - BH43 BH43/0.6 3/05/2010 10-18778 2176096 10-18778 Fill Normal On-Site <20 140 1500 83 1723 - - - - - - - - - - - - - - - - - - - - BH43 BH43/1.2 3/05/2010 10-18778 2176097 10-18778 Fill Normal On-Site <20 340 2100 100 2540 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5BH43 BH143/1.2 3/05/2010 10-18778 2176137 10-18778 Fill Field D On-Site <20 160 1800 88 2048 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5BH43 B243/1.2 3/05/2010 M10-MY01951 263869 Fill Interlab D On-Site <20 81 810 <100 891 - - - - - - - - - - - - - <0.05 <0.05 <0.05 - - <0.05 - BH43 BH43/3.1 3/05/2010 10-18778 2176101 10-18778 Fill Normal On-Site <20 1800 3600 99 5499 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5BH43 BH43/4.0 3/05/2010 10-18778 2176103 10-18778 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - BH43 BH43/5.0 3/05/2010 10-18778 2176105 10-18778 Natural Normal On-Site <20 58 140 <50 198 - - - - - - - - - - - - - - - - - - - - BH44 BH44/0.5 3/05/2010 10-18778 2176108 10-18778 Fill Normal On-Site <20 290 1600 59 1949 - - - - - - - - - - - - - - - - - - - - BH44 BH44/2.5 3/05/2010 10-18778 2176112 10-18778 Fill Normal On-Site <20 47 120 <50 167 - - - - - - - - - - - - - - - - - - - - BH44 BH44/4.0 3/05/2010 10-18778 2176115 10-18778 Natural Normal On-Site <20 160 310 <50 470 - - - - - - - - - - - - - - - - - - - - BH44 BH44/5.0 3/05/2010 10-18778 2176116 10-18778 Natural Normal On-Site <20 90 180 <50 270 - - - - - - - - - - - - - - - - - - - - BH45 BH45/0.2 3/05/2010 10-18778 2176117 10-18778 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5BH45 BH45/0.5 3/05/2010 10-18778 2176118 10-18778 Fill Normal On-Site - - - - - - - - - - - - - - - - - - - - - - - - - BH46 BH46/0.25 3/05/2010 10-18778 2176126 10-18778 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - BH46 BH46/1.0 3/05/2010 10-18778 2176128 10-18778 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5BH46 BH46/3.5 3/05/2010 10-18778 2176131 10-18778 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - GW11 GW11/1.0 26/02/2010 10-09486 2104358 10-09486 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - GW11 GW11/2.0 26/02/2010 10-09486 2104361 10-09486 Fill Normal On-Site <100 <100 33,000 32,000 65,000 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5GW11 GW11/3.5 26/02/2010 10-09486 2104363 10-09486 Fill Normal On-Site <20 <20 840 760 1600 - - - - - - - - - - - - - - - - - - - - GW11 GW11/6.0 26/02/2010 10-09486 2104368 10-09486 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - GW11 GW11/9.0 26/02/2010 10-11855 2121560 10-11855 Natural Normal On-Site <20 85 440 220 745 - - - - - - - - - - - - - - - - - - - - GW21 GW21/0.7 29/09/2016 16-44985 4938228 16-44985 Fill Normal On-Site <20 39 560 160 - <20 <20 97 97 550 58 700 - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5GW21 GW21/3.0 29/09/2016 16-44985 4938230 16-44985 Fill Normal On-Site <20 1900 8600 1300 - <20 <20 3500 3500 6500 490 10,000 - - - - - - <0.5 <0.5 <0.5 - - <0.5 0.5GW21 GW21/5.0 29/09/2016 16-44985 4938232 16-44985 Fill Normal On-Site <20 <20 72 <50 - <20 <20 23 23 57 <50 80 - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5GW21 GW21/7.0 29/09/2016 16-44985 4938233 16-44985 Natural Normal On-Site <20 <20 <50 <50 - <20 <20 <20 <20 <50 <50 <50 - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5GW21 GW21/10.0 29/09/2016 16-47301 4955635 16-47301 Natural Normal On-Site <20 <20 <50 <50 - <20 <20 23 23 <50 <50 <50 - - - - - - <0.5 <0.5 <0.5 <1 <0.5 <1 - GW21 GW21/14.0 29/09/2016 16-44985 4938236 16-44985 Natural Normal On-Site <20 <20 <50 <50 - <20 <20 <20 <20 <50 <50 <50 - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5TP1 TP1/0.0-0.7 19/03/2010 10-12340 2126118 10-12340 Fill Normal On-Site <20 2600 13,000 3800 19,400 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - 1.2 <0.5TP1 TP1/0.7-1.4 19/03/2010 10-12340 2126119 10-12340 Fill Normal On-Site <20 4700 25,000 3700 33,400 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - 1.4 <0.5TP1 TP1/2.0 19/03/2010 10-12340 2126120 10-12340 Fill Normal On-Site <20 410 1400 450 2260 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5TP1 TP1/2.0 19/03/2010 10-14511 2144340 10-14511 Natural Normal On-Site - - - - - - - - - - - - - - - - - - - - - - - - - TP37 TP37/0.45 4/01/2012 12-02857 2882520 12-02857 Fill Normal On-Site <20 1000 4500 130 5630 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5TP37 TP37/0.55 4/01/2012 12-02857 2882521 12-02857 Natural Normal On-Site <20 35 540 <50 575 - - - - - - - - - - - - - - - - - - - - TP38 TP38/0.4 4/01/2012 12-02857 2882522 12-02857 Fill Normal On-Site <20 <20 50 <50 50 - - - - - - - - - - - - - - - - - - - - TP44 040112 4/01/2012 12-02857 2882531 12-02857 Natural Field D On-Site <20 39 770 <50 809 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5TP44 TP244/0.4 4/01/2012 M12-Ja02702 323719 Fill Interlab D On-Site <20 41 470 <50 510 - 511 <20 <20 150 150 380 <100 590 - - - - - - <0.05 <0.05 <0.05 <0.1 <0.05 <0.15 <0.05TP44 TP44/0.4 4/01/2012 12-02857 2882528 12-02857 Fill Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5TP45 TP45/0.4 4/01/2012 12-02857 2882529 12-02857 Natural Normal On-Site <20 100 1700 76 1876 - - - - - - - - - - - - - - - - - - - - V1 300811A 30/08/2011 11-37134 2727075 11-37134 Natural Field D On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5V1 V1 30/08/2011 11-37134 2727067 11-37134 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5V1 V1/0.3 28/10/2011 11-46254 2800962 11-46254 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - - - - - - - - V1 V1/0.6 25/08/2011 11-36678 2722430 11-36678 Natural Normal On-Site <20 <20 <50 <50 <120 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5V1 V1/1.7 23/03/2012 12-15704 2980156 12-15704 Natural Normal On-Site <20 470 1900 730 3100 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5V1 V1/1.9 23/03/2012 12-15704 2980157 12-15704 Natural Normal On-Site <20 230 1200 470 1900 - - - - - - - - - - - - - <0.5 <0.5 <0.5 - - <0.5 <0.5V21 V21 26/06/2012 12-29711 3088759 12-29711 Natural Normal On-Site <20 <20 <50 <50 <120 <20 <20 <20 - <50 <50 <50 - - - - - - <0.5 <0.5 <0.5 <1 <0.5 <1 <0.5V22 V22 26/06/2012 12-29711 3088760 12-29711 Natural Normal On-Site <20 <20 1100 480 1580 <20 <20 85 - 1400 260 1700 - - - - - - <0.5 <0.5 <0.5 <1 <0.5 <1 <0.5V34 V34 28/06/2012 12-30064 3092122 12-30064 Natural Normal On-Site <20 <20 <50 <50 <120 <20 <20 <20 - <50 <50 <50 - - - - - - - - - - - - - V36 V36 28/06/2012 12-30064 3092123 12-30064 Natural Normal On-Site <20 180 2600 1100 3880 <20 <20 470 - 3100 500 4100 - - - - - - - - - - - - -

Page 2 of 6 14138 Tabulated Soil Results HSL & ESL 10.03.20

Project: 14138 Client: Ninety Four FeetSite: Brunswick

Table 2 - Tabulated Soil Results ESL HSL

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

+C10

- C

36 (S

um o

f tot

al)

C6-

C10

TRH

C6-

C10

less

BTE

X (F

1)

C10

-C16

TRH

>C10

-C16

less

Nap

htha

lene

(F2 )

C16

-C34

C34

-C40

C10

- C

40 (S

um o

f tot

al)

C10

-C14

Aro

mat

ic

C15

-28

Aro

mat

ic

C29

-C36

Aro

mat

ic

TRH

>C

10-C

14 A

lipha

tic

TRH

>C

15-2

8 A

lipha

tic

TRH

>C

29-C

36 A

lipha

tic

Ben

zene

Tolu

ene

Ethy

lben

zene

Xyle

ne (m

& p

)

Xyle

ne (o

)

Xyle

ne T

otal

Isop

ropy

lben

zene

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kgEQL 20 20 50 50 50 20 20 20 20 50 50 50 20 50 50 20 50 50 0.5 0.5 0.5 1 0.5 0.5 0.5NEPM 2013 Table 1B(6) ESLs Urban Res & Public Open Space, Coarse Soil (0-2 m) 180#1 120#2 300 2800 180#1 120#2 300 2800 50 85 70 105NEPM 2013 Table 1B(6) ESLs for Comm/Ind, Coarse Soil (0-2 m) 215#1 170#2 1700 3300 215#1 170#2 1700 3300 75 135 165 180NEPM 2013 Table 1A(3) Res A/B Soil HSL for Vapour Intrusion, Sand (0-1 m) 45#1 110#2 45#1 110#2 0.5 160 55 40NEPM 2013 Table 1A(3) Rec C Soil HSL for Vapour Intrusion, Sand (0-1 m) NL#3 NL#3 NL#3 NL#3 NL#3 NL#3 NL#3 NL#3

NEPM 2013 Table 1A(3) Comm/Ind D Soil HSL for Vapour Intrusion, Sand (0-1 m) 260#1 NL#3 260#1 NL#3 3 NL#3 NL#3 230NEPM 2013 Table 1B(7) Management Limits in Res / Parkland, Coarse Soil 700 #4 1000 #4 3500 10000 700 #4 1000 #4 3500 10000NEPM 2013 Table 1B(7) Management Limits Comm / Ind, Coarse Soil 700#4 1000#4 5000 10000 700#4 1000#4 5000 10000

Location Code Field ID Sampled Date SampleCode Lab no. Matrix Sample Type Monitoring Zone

TRH SpeciationTRH MAH

V37 V37 28/06/2012 12-30064 3092124 12-30064 Natural Normal On-Site <20 <20 110 160 270 <20 <20 <20 - 220 75 300 - - - - - - - - - - - - - V38 V38 28/06/2012 12-30064 3092125 12-30064 Natural Normal On-Site <20 50 1100 620 1770 <20 <20 150 - 1500 330 2000 - - - - - - - - - - - - - V43 280612B 28/06/2012 12-30068 3092179 12-30068 Natural Field D On-Site <20 71 1200 470 1741 <20 <20 200 - 1500 270 2000 - - - - - - - - - - - - - V43 V43 28/06/2012 12-30064 3092126 12-30064 Natural Normal On-Site <20 88 1700 760 2548 <20 <20 270 - 2000 370 2600 - - - - - - - - - - - - -

Env Stds Comments #1:To obtain F1 subtract the sum of BTEX concentrations from the C6 - C10 fraction.

#2:To obtain F2 subtract naphthalene from the >C10 - C16 fraction. #3:Derived soil HSL exceeds soil saturation concentration

#4:Separate management limits for BTEX & naphthalene are not available hence should not be subtracted from the relevant fractions to obtain F1 & F2

Page 3 of 6 14138 Tabulated Soil Results HSL & ESL 10.03.20

Project: 14138 Client: Ninety Four FeetSite: Brunswick

Table 2 - Tabulated Soil Results ESL HSL

EQLNEPM 2013 Table 1B(6) ESLs Urban Res & Public Open Space, Coarse Soil (0-2 m)NEPM 2013 Table 1B(6) ESLs for Comm/Ind, Coarse Soil (0-2 m)NEPM 2013 Table 1A(3) Res A/B Soil HSL for Vapour Intrusion, Sand (0-1 m)NEPM 2013 Table 1A(3) Rec C Soil HSL for Vapour Intrusion, Sand (0-1 m)NEPM 2013 Table 1A(3) Comm/Ind D Soil HSL for Vapour Intrusion, Sand (0-1 m)NEPM 2013 Table 1B(7) Management Limits in Res / Parkland, Coarse SoilNEPM 2013 Table 1B(7) Management Limits Comm / Ind, Coarse Soil

Location Code Field ID Sampled Date SampleCode Lab no. Matrix Sample Type Monitoring ZoneB1 B1/0.25 25/02/2010 10-09481 2104247 10-09481 Fill Normal On-SiteB1 B1/1.0 25/02/2010 10-09481 2104249 10-09481 Natural Normal On-SiteB1 B101/0.25 25/02/2010 10-09481 2104300 10-09481 Fill Field D On-SiteB1 B201/0.25 1/03/2010 M10-MA00290 260105 Natural Interlab D On-SiteB12 B12/0.25 3/03/2010 10-10115 2110200 10-10115 Fill Normal On-SiteB12 B12/0.6 3/03/2010 10-10115 2110201 10-10115 Natural Normal On-SiteB12 B12/2.0 3/03/2010 10-10115 2110203 10-10115 Natural Normal On-SiteB2 B2/0.5 25/02/2010 10-09481 2104255 10-09481 Fill Normal On-SiteB2 B2/0.65 25/02/2010 10-09481 2104256 10-09481 Fill Normal On-SiteB2 B2/1.5 25/02/2010 10-09481 2104259 10-09481 Natural Normal On-SiteB22 B22/0.5 29/03/2010 10-13713 2136227 10-13713 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-13713 2136229 10-16375 Fill Normal On-SiteB22 B22/1.2 29/03/2010 10-16375 2156308 10-16375 Fill Normal On-SiteB23 B123/0.5 29/03/2010 10-13713 2136253 10-13713 Fill Field D On-SiteB23 B223/0.5 29/03/2010 M10-MA11016 261844 Fill Interlab D On-SiteB23 B23/0.5 29/03/2010 10-13713 2136231 10-13713 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-13713 2136232 10-13713 Fill Normal On-SiteB23 B23/1.0 29/03/2010 10-16375 2156307 10-16375 Fill Normal On-SiteB23 B23/1.2 29/03/2010 10-13713 2136233 10-13713 Natural Normal On-SiteB23 B23/2.0 29/03/2010 10-13713 2136235 10-13713 Natural Normal On-SiteB23 B23/4.0 29/03/2010 10-13713 2136237 10-13713 Natural Normal On-SiteB24 B24/0.2 29/03/2010 10-13713 2136239 10-13713 Fill Normal On-SiteB24 B24/0.6 29/03/2010 10-13713 2136240 10-13713 Fill Normal On-SiteB24 B24/0.9 29/03/2010 10-13713 2136241 10-13713 Natural Normal On-SiteB24 B24/2.0 29/03/2010 10-13713 2136243 10-13713 Natural Normal On-SiteB25 B25/0.5 29/03/2010 10-13713 2136248 10-13713 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-13713 2136250 10-13713 Fill Normal On-SiteB26 B26/0.2 29/03/2010 10-16375 2156306 10-16375 Fill Normal On-SiteB26 B26/0.5-1.0 29/03/2010 10-13713 2136251 10-13713 Fill Normal On-SiteB27 B27/0.2 3/03/2010 10-10115 2110224 10-10115 Fill Normal On-SiteB28 B28/0.2 3/03/2010 10-10115 2110226 10-10115 Fill Normal On-SiteB3 B3/0.2 25/02/2010 10-09481 2104263 10-09481 Fill Normal On-SiteB3 B3/0.3 25/02/2010 10-09481 2104264 10-09481 Natural Normal On-SiteB3 B3/1.0 25/02/2010 10-09481 2104266 10-09481 Natural Normal On-SiteB31 B31/0.3 19/03/2010 10-12340 2126095 10-12340 Fill Normal On-SiteB32 B132/3.0 19/03/2010 10-12340 2126128 10-12340 Fill Field D On-SiteB32 B232/3.0 19/03/2010 M10-MA08220 261390 Fill Interlab D On-SiteB32 B32/2.0 19/03/2010 10-12340 2126100 10-12340 Fill Normal On-SiteB32 B32/3.0 19/03/2010 10-12340 2126101 10-12340 Fill Normal On-SiteB32 B32/4.0 19/03/2010 10-14511 2144339 10-14511 Fill Normal On-SiteB32 B32/7.0 19/03/2010 10-12340 2126105 10-12340 Natural Normal On-SiteB33 B33/0.5 19/03/2010 10-12340 2126107 10-12340 Fill Normal On-SiteB33 B33/1.0 19/03/2010 10-12340 2126108 10-12340 Fill Normal On-SiteB33 B33/2.5 19/03/2010 10-12340 2126110 10-12340 Fill Normal On-SiteB33 B133/2.5 19/03/2010 10-12340 2126129 10-12340 Fill Field D On-SiteB33 B233/2.5 19/03/2010 M10-MA08221 261390 Fill Interlab D On-SiteB34 B34/2.0 19/03/2010 10-12340 2126114 10-12340 Fill Normal On-SiteB34 B34/3.0 19/03/2010 10-12340 2126115 10-12340 Fill Normal On-SiteB34 B34/3.5 19/03/2010 10-12340 2126116 10-12340 Natural Normal On-SiteB35 B35/1.5 19/03/2010 10-12340 2126123 10-12340 Fill Normal On-SiteB35 B35/2.0 19/03/2010 10-12340 2126124 10-12340 Fill Normal On-SiteB35 B35/3.0 19/03/2010 10-12340 2126127 10-12340 Natural Normal On-SiteB43 B43/3.1 3/05/2010 10-19920 2184570 10-19920 Fill Normal On-SiteB44 B44/1.6 3/05/2010 10-19920 2184567 10-19920 Fill Normal On-SiteB51 B51/0.4 5/05/2010 10-19084 2178976 10-19084 Fill Normal On-SiteB51 B51/2.0 5/05/2010 10-19084 2178980 10-19084 Natural Normal On-SiteB52 B52/0.5 6/05/2010 10-19086 2179018 10-19086 Fill Normal On-SiteB52 B52/0.65 6/05/2010 10-19086 2179019 10-19086 Fill Normal On-SiteB52 B52/2.0 6/05/2010 10-19086 2179023 10-19086 Natural Normal On-SiteB52 B52/3.0 6/05/2010 10-19086 2179025 10-19086 Natural Normal On-SiteB53 B53/0.5 6/05/2010 10-19086 2179027 10-19086 Fill Normal On-SiteB53 B53/1.3 6/05/2010 10-19086 2179029 10-19086 Natural Normal On-SiteB53 B53/2.0 6/05/2010 10-19086 2179031 10-19086 Natural Normal On-SiteB54 B54/0.35 6/05/2010 10-19086 2179035 10-19086 Fill Normal On-SiteB54 B54/1.5 6/05/2010 10-19086 2179038 10-19086 Fill Normal On-SiteB55 B55/0.4 6/05/2010 10-19086 2179040 10-19086 Fill Normal On-SiteB55 B55/1.9 6/05/2010 10-19086 2179042 10-19086 Natural Normal On-SiteB55 B55/4.0 6/05/2010 10-19086 2179044 10-19086 Natural Normal On-Site

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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.71.4

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NL#3

<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

<0.5 <0.5 <0.1 <0.1 <0.1 0.1 0.1 - 0.1715 0.1 <0.1 - <0.1 0.1 <0.1 0.2 <0.1 <0.1 <0.1 0.1 0.2 0.9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 0.1 0.3 0.3 - 0.425 0.2 0.2 - 0.2 0.3 <0.1 0.6 <0.1 0.2 0.1 0.5 0.6 3.6

<0.5 3.3 <3 <0.6 1.5 <0.3 <0.3 - <0.696 <0.3 <0.3 - <0.3 <0.3 <0.3 0.9 11 <0.3 13 16 1.3 43.7 - 44 - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 34 0.4 12 1.4 0.6 - 0.873 0.6 0.1 - 0.6 1.2 <0.1 14 26 0.1 13 65 9.9 178.9 - 180<0.05 - 4.2 <0.1 1.6 0.3 0.3 - 0.4075 0.4 <0.1 - 0.2 0.2 <0.1 1.1 4 <0.1 3.9 8.3 0.9 25 - 25.4<0.5 <0.5 8.7 <0.2 5.3 0.2 0.1 - 0.1885 0.1 <0.1 - 0.1 0.3 <0.1 5 13 <0.1 4.4 27 2.9 67 - 67.1<0.5 1.4 <28 <29 <20 1.3 <0.7 - 0.9265 <0.7 <0.7 - <0.7 2.3 <0.7 7.9 85 <0.7 180 150 8.2 430 - 434.7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.2 <0.1 <0.2 0.4 <0.1 0.4 - - - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 0.1 0.1 - 0.1775 0.1 <0.1 - 0.1 0.2 <0.1 0.2 <0.1 <0.1 0.1 0.1 0.2 1.2 - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 0.6 0.2 <0.3 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 0.1 1 <0.1 1.7 1.8 0.2 5.6 - - <0.2 <0.1 0.2 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 0.7 <0.1 0.9 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 - 0.1185 <0.1 <0.1 - <0.1 0.3 <0.1 0.2 <0.1 <0.1 <0.1 0.2 0.4 1.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 0.2 <0.1 <0.1 <0.1 0.1 0.2 0.5 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - 81 1.8 54 5.7 1.2 - 2.077 1.4 0.2 - 1.4 4.5 0.1 42 60 0.2 550 160 30 990 - 993.5 - - 7.9 0.1 4 0.4 <0.1 - 0.098 <0.1 0 - <0.1 0.3 0 3 4.9 0 84 14 2.1 120.7 - - 0.5 <0.1 0.5 <0.4 <0.3 - <0.488 <0.3 <0.1 - <0.3 <0.7 <0.1 0.9 0.4 <0.1 <0.4 2 1.2 5.5

<0.5 5.7 130 <3 83 9.3 1.8 - 3.075 2 0.3 - 1.8 7.2 <0.1 65 86 0.4 900 260 46 1592.8 - 1600 - - 14 0.6 9.1 1.4 0.3 - 0.5415 0.5 <0.1 - 0.3 1.6 <0.1 12 9.7 <0.1 82 37 8.2 176.7 - 180

<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.2 0.1 <0.1 0.3 - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <6 <6 <6 <6 <6 - <13.92 <6 <6 - <6 <6 <6 <6 <6 <6 <6 <6 <6 <6<0.5 0.7 - - - - - - - - - - - - - - - - - - - - <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 0.3 <0.1 - 0.1475 <0.1 <0.1 - <0.1 0.7 <0.1 0.1 0.2 <0.1 <0.1 0.4 0.4 2.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.7 <0.3 <0.3 <0.3 <0.3 - <0.696 <0.3 <0.3 - <0.3 <0.3 <0.3 <0.3 1.6 <0.3 <0.5 2.8 0.4 5.5 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - - - - - - - - - - - - - - - - - - - - - - - <0.6 <0.6 <0.6 <0.6 <0.6 - <1.392 <0.6 <0.6 - <0.6 <0.6 <0.6 <0.6 <0.6 <0.6 <0.6 <0.6 <0.6 <0.6 - - <2 <2 <2 <2 <2 - 2.341 <2 <2 - <2 3.1 <2 <2 <2 <2 <2 2.3 <2 5.4 - - - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 0.2 <0.1 <0.1 0.3 <0.1 0.5

MAH PAH

Page 4 of 6 14138 Tabulated Soil Results HSL & ESL 10.03.20

Project: 14138 Client: Ninety Four FeetSite: Brunswick

Table 2 - Tabulated Soil Results ESL HSL

EQLNEPM 2013 Table 1B(6) ESLs Urban Res & Public Open Space, Coarse Soil (0-2 m)NEPM 2013 Table 1B(6) ESLs for Comm/Ind, Coarse Soil (0-2 m)NEPM 2013 Table 1A(3) Res A/B Soil HSL for Vapour Intrusion, Sand (0-1 m)NEPM 2013 Table 1A(3) Rec C Soil HSL for Vapour Intrusion, Sand (0-1 m)NEPM 2013 Table 1A(3) Comm/Ind D Soil HSL for Vapour Intrusion, Sand (0-1 m)NEPM 2013 Table 1B(7) Management Limits in Res / Parkland, Coarse SoilNEPM 2013 Table 1B(7) Management Limits Comm / Ind, Coarse Soil

Location Code Field ID Sampled Date SampleCode Lab no. Matrix Sample Type Monitoring ZoneB55 B55/5.5 6/05/2010 10-19086 2179046 10-19086 Natural Normal On-SiteB55 B55/6.5 6/05/2010 10-20080 2186147 10-20080 Natural Normal On-SiteB57 B157/0.8 6/05/2010 10-19086 2179078 10-19086 Fill Field D On-SiteB57 B257/0.8 6/05/2010 M10-MY03786 264198 Fill Interlab D On-SiteB57 B57/0.2 6/05/2010 10-19086 2179049 10-19086 Fill Normal On-SiteB57 B57/0.8 6/05/2010 10-19086 2179051 10-19086 Fill Normal On-SiteB57 B57/1.5-2.0 6/05/2010 10-19086 2179053 10-19086 Natural Normal On-SiteB57 B57/3.0 6/05/2010 10-19086 2179054 10-19086 Natural Normal On-SiteB58 B58/0.4 6/05/2010 10-19086 2179055 10-19086 Fill Normal On-SiteB58 B58/0.8 6/05/2010 10-19086 2179056 10-19086 Fill Normal On-SiteB58 B58/1.0 6/05/2010 10-19086 2179057 10-19086 Natural Normal On-SiteB58 B58/2.0 6/05/2010 10-19086 2179059 10-19086 Natural Normal On-SiteB59 B59/0.4 6/05/2010 10-19086 2179063 10-19086 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-19320 2181423 10-19320 Fill Normal On-SiteB59 B59/1.1 7/05/2010 10-20080 2186149 10-20080 Fill Normal On-SiteB60 B60/0.5 6/05/2010 10-19086 2179066 10-19086 Fill Normal On-SiteB60 B60/1.2 6/05/2010 10-19086 2179068 10-19086 Natural Normal On-SiteB60 B60/2.5 7/05/2010 10-19320 2181425 10-19320 Natural Normal On-SiteB60 B60/4.0 7/05/2010 10-19320 2181427 10-19320 Natural Normal On-SiteBH43 BH43/0.6 3/05/2010 10-18778 2176096 10-18778 Fill Normal On-SiteBH43 BH43/1.2 3/05/2010 10-18778 2176097 10-18778 Fill Normal On-SiteBH43 BH143/1.2 3/05/2010 10-18778 2176137 10-18778 Fill Field D On-SiteBH43 B243/1.2 3/05/2010 M10-MY01951 263869 Fill Interlab D On-SiteBH43 BH43/3.1 3/05/2010 10-18778 2176101 10-18778 Fill Normal On-SiteBH43 BH43/4.0 3/05/2010 10-18778 2176103 10-18778 Natural Normal On-SiteBH43 BH43/5.0 3/05/2010 10-18778 2176105 10-18778 Natural Normal On-SiteBH44 BH44/0.5 3/05/2010 10-18778 2176108 10-18778 Fill Normal On-SiteBH44 BH44/2.5 3/05/2010 10-18778 2176112 10-18778 Fill Normal On-SiteBH44 BH44/4.0 3/05/2010 10-18778 2176115 10-18778 Natural Normal On-SiteBH44 BH44/5.0 3/05/2010 10-18778 2176116 10-18778 Natural Normal On-SiteBH45 BH45/0.2 3/05/2010 10-18778 2176117 10-18778 Fill Normal On-SiteBH45 BH45/0.5 3/05/2010 10-18778 2176118 10-18778 Fill Normal On-SiteBH46 BH46/0.25 3/05/2010 10-18778 2176126 10-18778 Fill Normal On-SiteBH46 BH46/1.0 3/05/2010 10-18778 2176128 10-18778 Fill Normal On-SiteBH46 BH46/3.5 3/05/2010 10-18778 2176131 10-18778 Natural Normal On-SiteGW11 GW11/1.0 26/02/2010 10-09486 2104358 10-09486 Fill Normal On-SiteGW11 GW11/2.0 26/02/2010 10-09486 2104361 10-09486 Fill Normal On-SiteGW11 GW11/3.5 26/02/2010 10-09486 2104363 10-09486 Fill Normal On-SiteGW11 GW11/6.0 26/02/2010 10-09486 2104368 10-09486 Natural Normal On-SiteGW11 GW11/9.0 26/02/2010 10-11855 2121560 10-11855 Natural Normal On-SiteGW21 GW21/0.7 29/09/2016 16-44985 4938228 16-44985 Fill Normal On-SiteGW21 GW21/3.0 29/09/2016 16-44985 4938230 16-44985 Fill Normal On-SiteGW21 GW21/5.0 29/09/2016 16-44985 4938232 16-44985 Fill Normal On-SiteGW21 GW21/7.0 29/09/2016 16-44985 4938233 16-44985 Natural Normal On-SiteGW21 GW21/10.0 29/09/2016 16-47301 4955635 16-47301 Natural Normal On-SiteGW21 GW21/14.0 29/09/2016 16-44985 4938236 16-44985 Natural Normal On-SiteTP1 TP1/0.0-0.7 19/03/2010 10-12340 2126118 10-12340 Fill Normal On-SiteTP1 TP1/0.7-1.4 19/03/2010 10-12340 2126119 10-12340 Fill Normal On-SiteTP1 TP1/2.0 19/03/2010 10-12340 2126120 10-12340 Fill Normal On-SiteTP1 TP1/2.0 19/03/2010 10-14511 2144340 10-14511 Natural Normal On-SiteTP37 TP37/0.45 4/01/2012 12-02857 2882520 12-02857 Fill Normal On-SiteTP37 TP37/0.55 4/01/2012 12-02857 2882521 12-02857 Natural Normal On-SiteTP38 TP38/0.4 4/01/2012 12-02857 2882522 12-02857 Fill Normal On-SiteTP44 040112 4/01/2012 12-02857 2882531 12-02857 Natural Field D On-SiteTP44 TP244/0.4 4/01/2012 M12-Ja02702 323719 Fill Interlab D On-SiteTP44 TP44/0.4 4/01/2012 12-02857 2882528 12-02857 Fill Normal On-SiteTP45 TP45/0.4 4/01/2012 12-02857 2882529 12-02857 Natural Normal On-SiteV1 300811A 30/08/2011 11-37134 2727075 11-37134 Natural Field D On-SiteV1 V1 30/08/2011 11-37134 2727067 11-37134 Natural Normal On-SiteV1 V1/0.3 28/10/2011 11-46254 2800962 11-46254 Natural Normal On-SiteV1 V1/0.6 25/08/2011 11-36678 2722430 11-36678 Natural Normal On-SiteV1 V1/1.7 23/03/2012 12-15704 2980156 12-15704 Natural Normal On-SiteV1 V1/1.9 23/03/2012 12-15704 2980157 12-15704 Natural Normal On-SiteV21 V21 26/06/2012 12-29711 3088759 12-29711 Natural Normal On-SiteV22 V22 26/06/2012 12-29711 3088760 12-29711 Natural Normal On-SiteV34 V34 28/06/2012 12-30064 3092122 12-30064 Natural Normal On-SiteV36 V36 28/06/2012 12-30064 3092123 12-30064 Natural Normal On-Site

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<0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 73 28 <10 15 <4 <4 - <9.28 <4 <4 - <4 <4 <4 9.4 96 <4 300 150 11 609.4 - 610 - - <10 <10 13 <2 <0.5 - <1.325 <0.5 <0.5 - <0.5 <2 <0.5 6.9 81 <0.5 340 130 10 580 - 580.9 - - <0.6 <0.6 <0.6 <0.6 <0.6 - 0.71 <0.6 <0.6 - <0.6 1.7 <0.6 <0.6 <0.6 <0.6 1.4 <0.6 2.8 5.9

<0.5 72 39 <8 20 3 <3 - 3.645 <3 <3 - <3 3 <3 14 120 <3 390 200 17 806 - 810<0.5 4.1 0.8 0.3 0.7 0.2 <0.1 - 0.1325 <0.1 <0.1 - <0.1 0.2 <0.1 0.4 2.1 <0.1 4.1 4.5 0.6 13.9 - 14 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.4 <0.6 <0.6 <0.6 <0.6 - <1.392 <0.6 <0.6 - <0.6 <0.6 <0.6 <0.6 3.1 <0.6 <2 5.1 1.1 10.7 - 11 - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 0.3 <0.2 0.2 <0.1 <0.1 - 0.1175 <0.1 <0.1 - <0.1 0.2 <0.1 0.2 1.5 <0.1 <0.3 2.1 0.2 4.7<0.5 44 6.2 <4 1.2 <0.6 <0.6 - 0.73 <0.6 <0.6 - <0.6 3.7 <0.6 <0.6 13 <0.6 66 15 2.8 107.9 - 110 - - - - - - - - - - - - - - - - - - - - - -

<0.5 54 - - - - - - - - - - - - - - - - - - - - <0.5 39 5.9 <3 <3 <3 <3 - <6.96 <3 <3 - <3 <3 <3 <3 22 <3 44 29 <3 100 - 100.9<0.5 35 6 <3 <3 <3 <3 - <6.96 <3 <3 - <3 <3 <3 <3 22 <3 39 30 <3 97<0.5 2.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.2 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 0.2 <0.3 <0.1 <0.1 0.5 0.3 1<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 0.1 0.2 <0.1 0.1 0.2 0.2 0.8

<0.05 - <0.2 <0.1 0.5 0.2 <0.1 - 0.1315 0.1 <0.1 - <0.1 0.1 <0.1 0.9 <0.2 <0.1 0.4 2.3 0.7 5.2<0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 0.2 <0.2 <0.1 <0.1 0.1 0.3 0.7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.1 <0.1 <0.1 0.1 <0.1 - 0.1215 <0.1 <0.1 - <0.1 0.1 <0.1 0.3 <0.1 <0.1 <0.1 0.2 0.2 0.9 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

<0.5 <0.5 <0.7 <0.7 <0.7 <2 <2 - 2.394 <2 <2 - <2 8.4 <2 <0.7 <0.7 <2 <0.7 1.2 3.7 13 - 13.3 - - 0.3 <0.1 2.3 0.1 <0.1 - 0.1245 <0.1 <0.1 - <0.1 0.4 <0.1 1 1 <0.1 0.4 1 0.9 7.4 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - 0.2 <0.1 0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 0.2 0.2 <0.1 1.7 0.8 0.2 3.4

<0.5 <0.5 0.3 <0.1 0.8 1.6 1.6 2.3 2.162 1.1 0.8 - 1 1.4 0.2 3.9 0.4 0.8 0.3 3.3 3.5 21<0.5 <0.5 5.7 <2 21 38 49 68 65.46 29 26 - 27 30 6.5 77 13 29 24 72 70 520<0.5 <0.5 <0.1 <0.1 0.3 0.4 0.3 0.5 0.435 0.2 0.2 - 0.2 0.3 <0.1 0.9 0.2 0.2 0.3 0.8 0.8 5.1<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 0.1 <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 0.1 0.3 0.3 0.4 0.413 0.2 0.1 - 0.2 0.2 <0.1 0.5 0.1 0.1 <0.1 0.6 0.4 3.1

<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 0.1 <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.5 4.2 - - - - - - - - - - - - - - - - - - - - <0.5 4.1 <2 <2 <3 <2 <2 - <4.64 <2 <2 - <2 <2 <2 2.5 12 <2 7.4 20 3.1 45<0.5 1.2 - - - - - - - - - - - - - - - - - - - - - - <0.1 <0.1 0.1 <0.1 <0.1 - 0.1175 <0.1 <0.1 - <0.1 0.2 <0.1 0.1 1.2 <0.1 0.5 0.3 0.1 2.5

<0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 - - - - - - - - - - - - - - - - - - - - <0.05 - - - - - - - - - - - - - - - - - <0.5 - - <0.5<0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.5 <0.5 <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - - <0.1 <0.1 <0.1 <0.1 <0.1 - <0.232 <0.1 <0.1 - <0.1 <0.1 <0.1 0.2 <0.1 <0.1 <0.1 <0.1 0.2 0.4

<0.5 <0.5 - - - - - - - - - - - - - - - - - - - - <0.5 <0.5 <0.6 <0.6 <0.6 <0.6 <0.6 - <1.392 <0.6 <0.6 - <0.6 <0.6 <0.6 <0.6 <0.8 <0.6 <0.6 1.6 <0.6 1.6<0.5 <0.5 <0.6 <0.6 <0.6 <0.6 <0.6 - <1.392 <0.6 <0.6 - <0.6 <0.6 <0.6 <0.6 <0.6 <0.6 <0.6 <0.8 <0.6 <0.8<0.5 <0.5 - - - - - - - - - - - - - - - - - - - - <0.5 <0.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 5 of 6 14138 Tabulated Soil Results HSL & ESL 10.03.20

Project: 14138 Client: Ninety Four FeetSite: Brunswick

Table 2 - Tabulated Soil Results ESL HSL

EQLNEPM 2013 Table 1B(6) ESLs Urban Res & Public Open Space, Coarse Soil (0-2 m)NEPM 2013 Table 1B(6) ESLs for Comm/Ind, Coarse Soil (0-2 m)NEPM 2013 Table 1A(3) Res A/B Soil HSL for Vapour Intrusion, Sand (0-1 m)NEPM 2013 Table 1A(3) Rec C Soil HSL for Vapour Intrusion, Sand (0-1 m)NEPM 2013 Table 1A(3) Comm/Ind D Soil HSL for Vapour Intrusion, Sand (0-1 m)NEPM 2013 Table 1B(7) Management Limits in Res / Parkland, Coarse SoilNEPM 2013 Table 1B(7) Management Limits Comm / Ind, Coarse Soil

Location Code Field ID Sampled Date SampleCode Lab no. Matrix Sample Type Monitoring ZoneV37 V37 28/06/2012 12-30064 3092124 12-30064 Natural Normal On-SiteV38 V38 28/06/2012 12-30064 3092125 12-30064 Natural Normal On-SiteV43 280612B 28/06/2012 12-30068 3092179 12-30068 Natural Field D On-SiteV43 V43 28/06/2012 12-30064 3092126 12-30064 Natural Normal On-Site

Env Stds Comments #1:To obtain F1 subtract the sum of BTEX concentrations from the C6 - C10 fraction.

#2:To obtain F2 subtract naphthalene from the >C10 - C16 fraction. #3:Derived soil HSL exceeds soil saturation concentration

#4:Separate management limits for BTEX & naphthalene are not available hence should not be subtracted from the relevant fractions to obtain F1 & F2

Styr

ene

1,2,

4-tr

imet

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enze

ne

Ace

naph

then

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Ace

naph

thyl

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Ant

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ene

Ben

z(a)

anth

race

ne

Ben

zo(a

) pyr

ene

Ben

zo(a

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ene

TEQ

cal

c (H

alf)

Car

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c PA

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(as

B(a

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Ben

zo(b

)fluo

rant

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Ben

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lene

Ben

zo(b

+j)fl

uora

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Ben

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rant

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Chr

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Dib

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anth

race

ne

Fluo

rant

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Fluo

rene

Inde

no(1

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-c,d

)pyr

ene

Nap

htha

lene

Phen

anth

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Pyre

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PAH

s (S

um o

f tot

al)

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.71.4

3NL#3

NL#3

MAH PAH

- - <0.1 <0.1 <0.1 0.1 0.1 - 0.1715 <0.1 <0.1 - <0.1 0.1 <0.1 0.2 <0.1 <0.1 <0.1 <0.1 0.2 0.7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 6 of 6 14138 Tabulated Soil Results HSL & ESL 10.03.20

Appendix H – Compass Environmental Tabulated Groundwater Results