Additional communications networks will be expanded and installed, as required, for the various satellite mines as development commences.
The RGM loading fleet consists of five CAT 6030 shovels and four CAT 5130 shovels using both the excavator and front shovel configuration supported by one CAT 993 loader used for ROM stockpile reclaim and one CAT 993 loader used in pit.
RGM has prepared a stand-alone Mine Closure Plan (MCP) that is periodically updated as per internal requirements. In addition, the RGM environmental department works closely with the finance department to generate RGMs annual Asset Retirement Obligation (ARO) cost estimate that is required for accounting purposes. The most recent closure plan update was completed in August 2018.
In the opinion of SRK, the sampling preparation, security, and analytical procedures used by IAMGOLD-RGM are consistent with generally accepted industry best practices and are, therefore, adequate for informing Mineral Resources.
Analytical control measures typically involve internal and external laboratory control measures implemented to monitor the precision and accuracy of the sampling, preparation, and assaying. They are also important to prevent sample mix-up and monitor the voluntary or inadvertent contamination of samples. Assaying protocols typically involve regular duplicate and replicate assays and insertion of quality control samples. Check assaying is typically performed as an additional reliability test of assaying results. This typically involves re-assaying a set number of rejects and pulps at an umpire laboratory.
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Indicate by check mark whether the registrant files or will file annual reports under cover Form 20-F or Form 40-F.
SRK was given full access to relevant data and conducted interviews with IAMGOLD-RGM personnel to obtain information on the past exploration work, to understand procedures used to collect, record, store and analyze historical and current exploration data.
⢠Powerful robotic control: FMCP is capable of multi-axis control, interpolated motion, and fieldbus integration with standardized function blocks. This saves significant programming effort. The controller can act as the single connection to higher-level systems, significantly lowering the number of IP addresses in the IT infrastructure.
Accumulated water in the pits is collected in a sump located in the bottom of the pit, close to the ramp system, or near the pit rim. Water is pumped out of the pit from the sump, and discharged into sedimentation ponds. Water from the pit sumps may be pumped directly in water trucks and used for dust suppression on active haul roads and secondary roads.
Based on positive results from simulations, by using pre-crushing and benchmarking, it was decided in March 2012 to pre-crush the ore at the aggregate plant on site from run-of-mine down to -101 mm and send it to the mill for a trial. Based on the results, pre-crushing can increase hard rock grinding capacity by about 30%. This was confirmed by using a mobile crushing unit with different particle sizes (-101 mm, -75 mm, and -50 mm). The mobile crushing unit, with a capacity of 500 tonnes per hour (tph), was installed at the crushing plant from 2012 to 2016. The processing plant was able to maintain hard rock ratio as per predicted. In 2016, a permanent pre-crushing circuit was commissioned to replace the mobile circuit. With this new circuit the hard rock grinding capacity increased by about 15%.
SRK and IAMGOLD have the following conclusions and observations for the Saramacca Mineral Resource and Mineral Reserve update:
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