The southwestern half of the property appears to host generally shallow-dipping strata while a broad, shallow syncline, containing Upper Cretaceous strata of the Dunvegan and Paskapau Formations is shown to be present in the south. A sharp, anticline cored by strata of the Hulcross and Boulder Creek Formations is present in the eastern part of the property. The fold axis of this anticline trends NW-SE and plunges in both directions.

The Gordon Creek area of the Flatbed Property, where the coal resources have been defined, is located along the southwestern limb of the anticline. The strata along the southwestern limb dip approximately 11° towards the southwest. A major high-angle thrust fault bisects the Gordon Creek area.

The thickness of unconsolidated overburden observed in the various drillholes ranges between approximately 11.28m (from drillhole FD17-02) and 92.15m (from drillhole FD17-01). Most of this appears to consist of glacio-fluvial or glacio-lacustrine material. At its contact with the unconsolidated overburden, Shaftesbury Formation lithologies are often weathered and highly broken to semi-coherent for the top 3.05m (FD17-02) to 13.64m (FD17-01).

A total of 8 main coal seams are present within the Gordon Creek area; one minor seam (Seam C) is also present. Seam nomenclature used in this report follows that used currently at the T rend operation and at Babcock. In ascending order, the main seams are labelled as K, J, G, F2, F1, E, D, and B. These seams correlate directly with similarly designated coal seams on adjoining properties.

All seams, except for Seam C, provide potentially mineable coal intervals. Although not considered to be mineable, Seam C can still be traced geologically throughout the deposit. Since it is not considered to hold any economic importance it is not discussed further, herein.

The main characteristics of each of the main coal seams are summarized below. Overall seam thickness ranges for the Gordon Creek area are outlined in Table 7.1; these true thicknesses, sourced from the Norwest coal resource model, were all calculated using a southwest dip of 11°. True thickness ranges and interseam true thicknesses discussed below, are taken from Colonial's exploration drillholes and the two O&G wells while the internal seam characteristics described below, are taken from exploration drillhole FD17-01.

Seam K ranges in true thicknesses from 1.95m (B-30-K) to 3.17m (FD17-01). It is characterized by comparatively clean lower (2.34m) and upper (0.45m) sections separated by a 0.38m claystone band.

Regionally, this seam is often referred to as Seam K1, as there is another coal seam that often sits below K1 that is called K2. In O&G wells B-029-K and B-030-K, Seam K2 is situated approximately 50m below K1. At the Trend mine and on Babcock Mountain, the separation between the two K seams is often less than 10m. Due to drillhole depth limitations, Seam K2 was not penetrated and tested during 2017 to determine if it is of economic interest.

The stratigraphic interval between Seam K and the overlying Seam J, increases northward within the Gordon Creek area, ranging from 22.29m (FD17-01) to 29.48m (B-030-K).

The true thickness of Seam J ranges from 3.38m (FD17-01) to 5.30m (B-30-K). It is characterized by relatively clean lower (1.75m) and upper (1.37m) sections, separated by a carbonaceous rock band that is approximately 0.26m thick.

A thin (0.51m) clean coal split is situated approximately 1.2m above Seam J and is separated from the main seam by a zone of carbonaceous claystone and poor coal bands. This upper section is referred to herein as J upper (JU) as it does not meet the necessary criteria to be included with the main part of the seam for resource determination. It is possible that JU correlates with Seam I at Trend and Babcock.

Within the Gordon Creek area, the stratigraphic interval between Seam J (inclusive of JU) and the overlying Seam G, increases northward, ranging from 21.89m (FD17-01) to 52.27m (B-029-K).

Seam G true thickness ranges from 1.69m (B-029-K) to 3.16m (FD17-01). It is characterized by a thin, relatively clean lower coal section (0.79m) and a thicker (2.04m) upper section, separated by a 0.33m siltstone band. The upper part contains two distinct, thin, poor coal and rock partings.

The stratigraphic interval between Seam G and the overlying Seam F2 decreases northward from 17.48m (FD17-01) to 7.81m (B-029-K).

Seam F2 ranges in true thickness from 2.55m (B-030-K) to 4.49m (FD17-01). It is characterized by a thick (3.46m), relatively clean, lower section with a thinner (1.03m) upper section that contains two thin, poor coal and rock partings.

Seam F2 is separated from the overlying Seam F1 by approximately 0.40m (B-029-K) to 3.46m (FD17-01). This thickness interval decreases towards the northern end of the Gordon Creek deposit, such that the two seams essentially coalesce in B-029-K to form a single, thicker Seam F although, for resource definition purposes, the seams have been picked as F1 and F2. At the adjoining Babcock property, both F1 and F2 are sometimes present, although only one of these seams is present at the equivalent horizon at T rend.

Seam F1 true thickness ranges from 1.28m (B-030-K) to 1.65m (FD17-01). It is characterized by a relatively clean bottom third (0.64m) which contains just one parting of high-ash coal. The rest of the seam (1.01m) contains several thin poor coal and rock partings throughout, the most prominent of which is near the top of the seam. Within the Gordon Creek deposit, Seams F1 and F2, together with the intervening rock band, form a single mining section that is referred to as Zone F.

The separation between Seam F1 and the overlying Seam E increases slightly towards the north, ranging from 7.77m (FD17-01) to 10.65m (B-030-K).

Seam E true thickness ranges from 1.19m (FD17-01) to 1.71m (B-029-K). It is the thinnest of the seams intersected during the 2017 drilling and is characterized by relatively clean lower and upper coal sections (0.63m and 0.38m, respectively) that are separated by a thin (0.18m) poor coal/carbonaceous rock band.

The inter-seam thickness between Seam E and the overlying Seam D decreases significantly towards the north, ranging from 23.41m in FD17-01 to 9.35m in B-030-K.

Seam D true thickness ranges from 2.28m (FD17-01) to 2.65m (B-030-K). The bottom half of the seam contains higher ash coal near the floor while the upper half is characterized by two rock partings ranging between 0.11m and 0.21m in thickness. The roof of this seam is composed of conglomerate.

The inter-seam thickness between Seam D and the overlying Seam B is fairly consistent across the Gordon Creek area, decreasing only slightly northward from 64.95m (FD17-01) to 61.28m (B-029-K).

Seam B is atypical for this region in that this seam has not been reported to reach potentially economic seam thicknesses or be of sufficient coal quality on adjoining projects. At Gordon Creek, Seam B ranges in true thickness from 1.26m (B-029-K) to 3.69m (FD17-03A). The seam contains a number of high-ash coal and rock partings that increase in thickness and frequency upwards. In FD17-01, the roof of this seam is composed of very high ash (stony) coal to very highly carbonaceous claystone; this horizon appears to be replaced by good coal in FD17-03A, to yield a thicker coal seam.

A conceptual mine plan proposes the longwall operations be accessed through a shaft/slope combination to the uppermost seam, then progress to the lower seams by slope extensions and inter-seam raise shafts.

Underground production begins in Year 1 with continuous miner (CM) and road header (RH) development in Seam B. The first longwall panel would be ready for production late in Year 2. Production of ROM coal feed to the CPP averages 3.60 million tonnes per annum (Mtpa) with clean coal averaging 1.85Mtpa.

Six seams were identified as having potentially mineable resources. These were Seams B, D, (Zone) F, G, J, and K. Seam G was the most limited due to interburden thickness between the bottom of Zone F being less than 15m over most of the area, and the coal seam thickness being less than 2m over a significant portion of the identified resource area.

Development is envisioned to be accomplished with both continuous miner (CM) fleets and a road header (RH) fleet. The CM section fleet is projected to operate shuttle cars, mobile roof bolters, feeder-breakers, and load-haul-dump (LHD) scoops. The CM fleets are projected to be deployed in the longwall gate roads and bleeders, and in the main development areas around shaft bottoms. The RH fleet is projected to operate with two road headers, extendable conveyance, stage loader, pass by bolters, and LHD diesel scoop. Roadway openings are designed to average 5.5m wide and average 2.5m high. Development equipment should be sized to operate at a minimum height of 2.0m. The CM equipment is projected to be sourced through U.S./Canadian suppliers and the RH equipment is projected to be sourced through Canadian/Chinese suppliers.

The longwall face equipment is projected to utilize a double drum shear designed to operate in a cutting range from 2.0m to 4.0m. The face haulage is a chain/flight conveyor oriented to move material down gradient. The face conveyor system will be re-handed when longwall mining progresses from the northern panels to the southern panels to maintain downhill material movement. A face support system with optional rear caving capability provides a second chain conveyor to be installed for Zone F. The face supports would have additional retractable rear canopies that would allow remaining head coal to flow into the trailing (rear) conveyor. Recovery of the uncut head coal is projected to average 80%. The longwall equipment is projected to be sourced through Chinese/Eastern European suppliers.

The rear caving operation proposed for Zone F is projected to recover 90% of Seam F2, 85% of the Zone F parting, and 80% of Seam F1 within the areas of the longwall retreat.

Underground conveyor systems are projected to transport coal from each of the planned seams to a common slope conveyor that connects to all seams except Seam G. Seam G interconnects to Zone F by an additional interseam slope and shafts and the Zone F conveyor system, to reach the slope conveyor. The slope conveyor, the main development conveyor and the longwall conveyor have been projected at 1525mm (60 inches) wide. Conveyors utilized for the development of the gate roads and bleeder systems are projected to be 1220mm (48 inches) wide.

The slope conveyor is projected to be at a 13° incline grade and the connecting mains conveyors are projected to operate on an 11° incline grade. The gate road conveyors are projected at or near the seam strike leading to the conveyors being within a +/- 1° to 2° operating orientation. Longwall setup faces and adjacent bleeder developments are projected on a down-dip 11° grade resulting in the conveyors carrying material up dip.

The CPP will be required to process an estimated maximum of 5.0Mtpa of ROM coal to produce 2.6Mtpa of clean coal.

Handling and processing of coal typically occurs within the confines of the Coal Handling and Preparation Plant (CHPP) which is located within the plant site area. The plant has two components; the Coal Handling Plant (CHP) as well as the Coal Preparation Plant (CPP). The CHP receives raw coal from the mine(s), sizes it and feeds it to a stockpile or to the washery, or CPP. Clean coal is then typically conveyed and loaded for transportation to port, while refuse from the washing process is loaded for transportation to disposal facilities.

Stantec has estimated an overall yield of 51% for washing the various coal seams to a range of 8% to 9% product ash (adb) over the LOM. In general, a CPP for this application would be expected to use a combination of heavy media cyclone, reflux classifiers or spiral concentrators and froth flotation processes to remove high-ash waste from the coal to reduce the product ash to a target level.

After washing, clean coal is stored and covered to ensure that weather doesn’t increase the moisture content until shipment, as well as to mitigate blowing coal dust and coal losses. The washing process should optimize mechanical de-watering of the coal to minimize thermal drying requirements. The moisture reduction goal is to offset moisture content increases during rail haulage and stockpiling at the shipping docks during wet weather, in order to achieve an average 9% maximum moisture level once on-board the ship.

The project will comprise an underground mining operation with associated surface coal handling and preparation plant and supporting facilities, projected to produce 57.4 million tonnes (Mt) of metallurgical coal over a period of 30 years. The mine is planned to produce a total of 39.3Mt of hard and semi-hard coking coal from the start of production until year 22 and a total of 18.1Mt of pulverized coal injection (PCI) product from year 20 onwards.