Name and Location
Rainy River gold/silver project, Ontario, Canada.

Client
New Gold Inc.

Project Description
A feasibility study has identified openpit mining as the primary method to mine the Rainy River deposit, owing to the proximity of mineralisation to the surface. Deeper, higher-grade portions of the deposit will be mined using underground mining methods. The openpit mining production schedule incorporates an elevated cutoff grade strategy during the first nine years of mining to increase the mill feed grade. Material below the elevated cutoff grade will be stockpiled for processing during the later years of the project life.

In addition, the start of production from the openpit will signify the development of the underground mine, with initial underground production expected in 2018. The targeted mill throughput of 21 000 t/d will initially be sourced exclusively from the openpit and, once in full production, the underground mine will contribute 1 500 t/d of ore, with the balance of the 19 500 t/d coming from the openpit.

At full capacity, openpit mining operations will be undertaken with an equipment fleet comprising three 216 mm blast-hole drills, one 29 m³ and two 26 m³ hydraulic shovels, one 18 m³ wheel loader and twenty-two 220 t haul trucks.

A 10 m bench height has been selected for mining.

The openpit mine will provide process plant feed, starting at a nominal rate of 21 000 t/d, or 7.7-million tonnes a year, declining to 19 500 t/d, or 7.1-million tonnes a year, once the underground mine reaches full production.

Total mining of ore, waste and overburden will peak at 69-million tonnes a year. The operational stripping ratio, excluding waste and overburden stripping during the development phase, is 3.5:1.0.

The underground mine will be accessed through a 4 km decline from a surface portal located to the east of the openpit.

The underground design supports the ultimate extraction of 1 500 t/d of ore by longitudinal longhole open stoping. The underground mineralisation occurs in subvertical horizons varying in width from about 3 m to 20 m, with the weighted average width across the various zones being about 8 m. The various areas of underground mineralisation provide for flexibility in the production schedule to recover higher-grade material earlier in the mine life. Longitudinal long-hole open stoping in each zone will proceed in a retreating pattern from the strike extent of ore to a common access point on all levels. Mining is scheduled to proceed upwards from the lowest level of the zone or from an adopted sill elevation, with backfill providing the working platform for each successive lift. On average, stopes 8 m wide, 20 m long and 20 m high have been used for mine planning. At full capacity, ore handling from underground workings to the surface will be accomplished through a fleet of four 7 m3 loaders and six 45 t haul trucks.

The 21 000 t/d process plant will use conventional crushing, grinding, leaching, carbon-in-pulp and gold recovery technology to produce gold/silver doré. The overall design uses a simple and conventional flowsheet.

Run-of-mine material will be crushed to 165 mm in the gyratory crusher and subsequently conveyed and ground in the semiautogenous mill in closed circuit using a scalping screen and a pebble crusher. Undersize material from the scalping screen will be combined with the ball mill discharge and pumped to a cyclone cluster. The underflow from the cyclone cluster will feed the ball mill. A gravity circuit will treat a portion of the ball mill discharge.

The cyclone overflow will be thickened in a preleach thickener and pumped to the cyanide leaching circuit, which is designed for about 30 hours of retention time.

Net Present Value/Internal Rate of Return
Not stated.

Value
The total estimated development capital cost for the project is $877-million.

Duration
Commissioning is targeted for late 2016, with the first year of full production expected in 2017.

Latest Developments
Detailed engineering and the construction of temporary accommodation at the site have been completed.

The relocation of Highway 600 is more than 60% complete, while plant site earthworks are 40% complete. Concrete placement is 10% complete, with the erection of structural steel expected early in October.

Assembly of the initial mine fleet has started, with one 218 t truck, one dozer and two blasthole drills commissioned, and the commissioning of one hydraulic shovel 50% complete.

Total capital committed, inclusive of $144-million in spending, through to August 31, 2015, was $480-million, representing 55% of the total development capital estimate.

In parallel with the ongoing construction activities, New Gold’s exploration team continues to explore for additional resources across the Rainy River claim holdings.

The team's focus is currently on prospective target areas located within a few kilometres of the central mine development area.

To date, four areas with good potential to host significant gold mineralisation in the subsurface have been identified. A 2 500 m reconnaissance drilling campaign to test these targets is scheduled to start in the coming months.

Multiple prospective gold showings have also been identified on the broader Rainy River claim holdings that further support the significant potential for future discoveries.

The company will update its mineral resource and reserve estimates at the end of 2015 to incorporate the additional mineral resources on the Burns Block, which was added to the company's holdings as part of New Gold's acquisition of Bayfield Ventures in late 2014.

Key Contracts and Suppliers
None stated.

On Budget and on Time?
The development New Gold's Rainy River gold project is proceeding on time and within budget, with first production slated for mid-2017.

Contact Details for Project Information
New Gold media and communications, Julie Taylor, tel +1 416 324 6015, fax +1 416 324-9494 or email julie.taylor@newgold.com.