Overview

Deposit type

• Metamorphic
• Hydrothermal

Summary:

The Paracatu property is located within the Brasília Belt, a north-south trending Neoproterozoic belt that extends along the western side of the São Francisco-Congo Craton. Sedimentary units are mostly preserved in the northern part of the belt, whereas in the southern part where Paracatu is located, there is intense deformation and metamorphism. The contacts between metasedimentary units are primarily tectonic. A series of NS strike thrust faults are developed extensively along the belt. The timing of deformation is estimated at 800 to 600 million years ago, which coincides with the Brasiliano orogenic cycle.

The host phyllites of the Paracatu Formation exhibit well-developed quartz boudins and associated sulfide mineralization. Sericite minerals are common, as a result of extensive metamorphic alteration of the host rocks. Bedding planes were transposed by the foliation developed during the thrusting deformation. Sigmoidal foliation and boudinage structures are often observed in outcrops.

The mineralization at Paracatu exhibits distinct mineralogical zoning with the arsenopyrite content increasing in the zones of intense deformation. Gold grade increases with increasing arsenopyrite content. Pyrrhotite occurs in the western part of the deposit and gold grades are also elevated where higher pyrrhotite content is observed. The deposit formation model proposed for Paracatu suggests that gold and arsenopyrite were introduced by hydrothermal fluids concurrently with a deformative event. Gold occurs either as free gold or electrum. The boudins are disseminated in the deposit.

Mineralization at Paracatu is closely related to a period of ductile deformation, shearing and thrust faulting. Overall, the Morro do Ouro sequence has been thrust to the northeast. Intense, low angle isoclinal folds are commonly observed. The mineralization plunges to the west southwest at 15° to 20° and there is secondary folding with axial planes striking to the northwest resulting in kink bands, and dome and basin folds in some areas.

The Morro do Ouro is a metamorphic gold system with finely disseminated gold mineralization hosted within metasedimentary rocks.

Gold mineralization was introduced syn-tectonically as the result of metamorphic alteration during thrusting of the Morro do Ouro Sequence over the rocks of the younger Vazante Formation. Structural interpretation suggests that mineralization was precipitated within a high strain zone where silica and carbonate were depleted from host phyllites, resulting in an increase in graphite content that may have acted as a chemical trap, precipitating out gold and sulfide mineralization remobilized during the metamorphic alteration of the Morro do Ouro Sequence.

The deposit has extraordinary lateral and longitudinal continuity. The majority of exploration efforts have sought to better define the continuous longitudinal continuity of mineralized phyllites at depth west of Rico Creek and the lateral limits of the economic mineralization.

In the property area, the rocks are phyllites and quartzite intensively altered by hydrothermal processes associated with regional metamorphism.

The entire mineralized system lies within a thick, heterogeneously deformed zone that contains both abundant NE vergent shallowly dipping shear fabrics and a strong planar or tabular (flattened) strain signature.

The Paracatu mineralization has two characteristic visual features. The first is the presence of a sulfide suite intimately associated with gold, comprising, in order of abundance, arsenopyrite, pyrite, pyrrhotite, sphalerite, galena, and chalcopyrite.

The sulfides occur in a variety of forms, predominantly within boudinaged quartz veins or on their edges, and in the necks of the boudins. Some sulfides (pyrite, arsenopyrite, and pyrrhotite, very rare chalcopyrite and sphalerite, no galena) are also present in the host shales as veinlets and disseminations, usually in the cm- to m-scale in the vicinity of the sulfide-bearing quartz veins. (Oliver et al., 2015).

The second characteristic feature of Paracatu mineralization is the occurrence of boudinaged quartz ± carbonate ± sulfide veins.

Boudins make up, on average, 8% to 10% by volume of the mineralized rock, though there are wide variations. The central part of the orebody may contain >20% boudin material, but at the margins volumes drop off to 1% to 2% or less. Boudins and their immediate host rocks contain >90% of the sulfides and gold, based on comparison of bulk ore analyses, boudin analyses, and spatial analysis of boudin/vein distribution.

Deformation has produced distinctly separated boudins, distributed along linear trains at a low angle to the bedding of the host stratigraphy. These structures were affected by predominantly oblate flattening strains, producing “chocolate-tablet” boudinage, with less common examples of simple log-like boudins expected from a plane strain deformation (Oliver et al., 2015).

Gold occurs either as free gold or electrum. Microscopic analysis indicates that 92% of the gold at Paracatu is free-milling with less than 8% encapsulated by sulfide grains or silica.

Mining Methods

• Truck & Shovel / Loader

Summary:

The Paracatu operation consists of an open pit mine, two process plants, two tailings facilities, and related surface infrastructure and support buildings.

At Paracatu, ore hardness increases with depth and, as a result, modelling the hardness of the Paracatu deposit is important for costing and process throughput parameters. Kinross modeled ore hardness based on BWI analyses from diamond drill samples. KBM estimated that blasting of the Paracatu ore would be necessary for blocks with a BWI greater than 8.5 kWh/t.

As mining progresses to the southwest area of the pit, it is necessary to increase hauling capacity because of waste stripping.

Ore crushed by the in-pit crusher (primary crusher). The crushed ore is sent to a covered ore stockpile via a 1.8 kilometres conveyor.

The open pit design criteria:
• Bench Height - 12 or 24 m;
• Bench Face Angle - 45 to 75°;
• Berm Width - 8 to 12 m;
• Berm Interval - 20 m;
• Inter-ramp Angles (Weathered Rock) - 38.8°;
• Inter-ramp Angles (Fresh Rock) - 49.2 to 56.4°;
• Inter-ramp Angles (Soil) - 26.6º.

Haul roads and in-pit ramps were designed to be 40 m wide with a gradient of 10%.

Paracatu has completed two waste dumps, Sul and Oeste. By the end of the mine life, another two dumps will be completed: the Central (in-pit) and the Ex-Pit dumps.

Paracatu operates 24 hours per day, 365 days per year, with 2 x 12h shifts to ensure continuous operation.

Comminution

Crushers and Mills

Summary:

Paracatu has two processing plants known as Plant I and Plant II.

ROM Crusher
The primary crusher is located in the open pit. Run-of-mine (ROM) ore is delivered by haul trucks to the 480 t crusher dump hopper. An apron feeder withdraws ROM ore from the dump hopper and feeds an MMD 1300 Series Twin Shaft Sizer. The MMD sizer crushes the rock from a maximum size of 1,300 mm to a nominal size of 350 mm and discharges material directly onto a sacrificial conveyor, which in turn discharges onto the 1.8 km overland conveyor.

A stationary hydraulic rock breaker located at the MMD sizer feed chamber is used to break oversize rock that may be delivered. The MMD sizer can be removed from its operating position to a maintenance position by use of a winch and slide rails.

The crushed ore is sent to a covered ore stockpile with a rectangular “A” frame. Ore is delivered to the stockpile by a tripper conveyor. The stockpile provides 45,000 t of live volume. The volume of this stockpile can reach 282,000 t when dozers push ore to its borders.

Plant I
The Crushing circuit consists of four independent parallel operating lines (A; B; C and D), each consisting of a primary screen (Metso – 8’ x 20’), a primary crusher (APSM Hazemag), a secondary screen (Metso – 6’ x 16’) and a secondary crusher (HP300). The lines are fed with front-end loaders with material from the Plant II stockpile and pebbles from Plant II.

The grinding circuit consists of four primary ball mills with 4.5 m diameter by 5.7 m long Effective Grinding Length (EGL) and 1.8 MW gearless drives, one secondary ball mill with 5 m diameter by 7.6 m long EGL and 3 MW drives and one rod mill used to regrind the primary ball mill’s oversize.

The ball mills operate in closed circuit with hydrocyclones (GMAX20).

The grinding circuit is operated to produce a product with a particle size distribution with a P80 of 150 microns.

The regrinding circuit consisting of two ball mills (220 kW and 130 kW) operated in closed circuit with hydrocyclones.

Plant II
Plant II was developed as part of the Paracatu Expansion III Project and consists of one in-pit crusher (MMD toothed roll type), a 1.8 km conveyor to a covered stockpile area, one 20 MW semi-autogenous grinding (SAG) mill and two 13 MW ball mills.

The Plant II grinding circuit consists of one 11.6 m diameter by 6.7 m long Effective Grinding Length (EGL) SAG mill with a 20 MW gearless drive, two 7.3 m diameter by 12.0 m long EGL with 13 MW drive and two 8 m diameter by 12.8 m long EGL ball mills with 15 MW drive. The ball mills are equipped with dual pinion gear drives. The SAG mill operates in open/closed circuit with a trommel screen and vibrating screen, and the pebbles have the option to be fed to Plant I (open circuit) or back to the SAG (closed circuit).

Oversize rejects from the SAG mill are transferred to the SAG mill feed conveyor by three pebble conveyors in series when operated in closed circuit. When it operates in open circuit, the oversize rejects are transferred by a conveyor to the Plant I crushing circuit.

SAG mill discharge screen undersize and trommel screen undersize flow to a pump box from which are pumped to the ball mill circuits. Each ball mill operates in closed circuit with a set of hydrocyclones. The grinding circuit is operated to obtain a nominal flotation feed particle size distribution with a P80 of 150 µm. Cyclone overflow reports to the flotation circuit, while underflow reports back to the ball mill. Two liner handlers are provided for the SAG mills and the ball mills. One liner handler services the SAG mill and the other services the four ball mills. Jib cranes are located at each mill feed end to transfer new liners and scrap liners between the floor area and the liner handlers.

Processing

• Gravity separation
• ACACIA reactor
• Carbon re-activation kiln
• Electric furnace
• Centrifugal concentrator
• Smelting
• Wet Screening
• Flotation
• Agitated tank (VAT) leaching
• Concentrate leach
• Carbon in leach (CIL)
• Elution
• Carbon adsorption-desorption-recovery (ADR)
• Dewatering
• Filter press
• Solvent Extraction & Electrowinning
• Cyanide (reagent)

Summary:

Paracatu has two processing plants known as Plant I and Plant II. Plant I has operated continuously since 1987 and Plant II since 2008. Paracatu has been reprocessing tailings since 2015.

Flotation and Regrind (Plant I)
The grinding circuit product, cyclone overflow, feeds the rougher flotation circuit consisting of Wemco (10 cells of 42.5 m3 each); Outokumpu (4 cells of 16.5 m3 each); and Smartcells (4 cells of 127 m3 each). A portion of the rougher concentrate is fed to a Knelson Concentrator (QS48).

The cleaner flotation circuit, Outokumpu cells (5 cells of 16.5 m3 in operating) receives the concentrate from the rougher circuit.

The cleaner tails are refed to the rougher flotation feed, while the rougher tailings are discharged to the tailings dam.

The cleaner concentrate feeds dewatering thickener, which is subsequently fed to a regrinding circuit consisting of two ball mills (220 kW and 130 kW) operated in closed circuit with hydrocyclones. A portion of the cyclone underflow is treated by a Knelson concentrator (XD30). The regrinding circuit product at a P90 of 45 µm is directed to a dewatering thickener. Dewatered slurry is directed to the Hydro (CIL) circuit for further processing.

Concentrates from the Knelson concentrator are processed in an Acacia intensive leaching system. The thickener overflow water returns to the Plant I grinding circuit.

Flotation, Gravity and Regrinding (Plant II)
The flotation rougher circuit receives fresh feed plus circulating load from cleaner flotation cells.

The rougher circuit consists of 24 rougher flotation cells, arranged in four rows of six cells each, which are fed by cyclone overflow from the grinding circuit. The cells are 160 m3 tanks fitted with self-aspirating mechanisms. Reagents (collectors and frother) required for rougher flotation are supplied from reagent tanks to head tanks in the grinding circuit, fitted with metering pumps adding reagents to the grinding hydrocyclone overflow launder.

First rougher concentrate is processed by three Knelson concentrators (QS48). The rougher concentrate is treated in a cleaner circuit consisting of two rows of five selfaspirated 60 m3 tank cells. Cleaner tailings flow to a pump box and are pumped by a horizontal slurry pump to the rougher flotation feed distribution box. Cleaner concentrate is collected in a single pump box and pumped by horizontal slurry pumps to the dewatering thickener. Water from thickener overflow returns to the ball mill discharge boxes and the dewatered concentrate is then fed to a vertimill (13.5 m high, 931 kW vertical stirred type) where it is ground to 90% passing 45 microns. The mill operates in closed circuit with ten 254 mm diameter hydrocyclones (GMAX26). A Knelson concentrator (Model XD40) treats the circulating load (underflow) of the vertimill.

The vertimill product, hydrocyclone overflow, reports to the dewatering thickener. Dewatered slurry is directed to the Hydro circuit for further processing.

The gravity concentrates are transported to the Hydro (CIL) Plant for further processing in an Acacia reactor.

Hydro
Carbon in Leach
Hydro receives the flotation concentrate from Plant I and Plant II. The typical concentrate gold grade is 10-15 g/t and total sulfur content is 20-25%. The concentrate is fed to an agitated pre-aeration tank where lime is added to adjust the pH to approximately 10.5. Pre-aeration residence time is approximately four hours and CIL residence time is 30- 40 hours. The CIL circuit consists of 8 tanks with a volume of 750 m3 each.

Oxygen is injected into the pre-aeration tank using a fillblast system to increase the dissolved oxygen concentration to approximately 9-10 mg/L. The slurry flows by gravity through an eight-stage CIL circuit. Cyanide is added into the first CIL tank and is adjusted to a concentration of approximately 700-750 mg/L NaCN. The cyanide concentration is allowed to decrease down the CIL circuit, reaching 150-200 mg/L NaCN in the final tank.

The leached slurry passes out of CIL 8 into the 2x cyanide treatment tanks (250 m3 each).

The tailings slurry is treated for cyanide destruction in an agitated tank using ammonium bisulfite and oxygen.

Carbon Elution and Regeneration
Loaded carbon is transferred out of CIL twice a day. The loaded carbon is screened and flows by gravity to an acid-washing column. The carbon is treated with 5% hydrochloric acid for 4 hours to remove calcium carbonate deposits and other inorganic contaminants. Spent acid is neutralized with sodium hydroxide before discarding it to the tails pump box. From the acid wash vessel (1 column, 14t capacity; 36 m3) carbon is pumped to the elution columns (2 columns, 14t capacity; 36 m3). The elution cycle operates with a 0.2% sodium cyanide and 2-3% sodium hydroxide solution at a temperature of 140°C and a pressure of 300 kPa for approximately eight hours. After elution is complete, carbon is pumped to the regeneration kilns. Two electrically powered kilns with 600 kg/h of capacity each, regenerate the carbon at 700°C. Regenerated carbon is screened to remove fines before being reintroduced to the CIL circuit.

Intensive Cyanidation
Gravity concentrates produced from the Plant I and Plant II gravity circuits are treated by intensive cyanidation. Plant I gravity concentrate is treated in an Acacia CS2000, while Plant II concentrate is treated in an Acacia CS8000. The pregnant leach solution from the Acacia systems are pumped to the electrowinning circuit. The solids residue from the Acacia system is sampled and pumped to the CIL circuit.

Electrowinning and Refining
Pregnant solution from elution is combined with the solution from the gravity circuit and is pumped to four electrowinning cells, which are sludging cathode type and were fabricated by Summit Valley; Model 125 EC33; 3.5 m3 each. Periodically, the cathodes are cleaned using a high-pressure washer and the gold-bearing sludge is recovered by a filter press. The resulting filter cake is dried, mixed with fluxes, usually borax, soda ash and occasionally sodium nitrate and fed to electric induction furnaces. The doré metal and slag separate in the furnace, and the slag is poured off into slag pots. The doré metal is then poured into bars.

Water Supply

Summary:

Operations at Paracatu are dependent on rainfall and river water capture as the primary source of process water, which is then complemented by groundwater from boreholes. During the rainy season, the mine channels surface runoff water to temporary storage ponds from where it is pumped to the process plants. Similarly, surface runoff and rain water and water captured from the river is stored in the tailings impoundment, which constitutes the main water reservoir for the process plants. The objective is to capture and store as much water as possible during the rainy season to ensure adequate water supply during the dry season.

The main water sources for KBM operations are run-off water collected in the mine sumps, run-off water collected in the tailings dam catchment basins, recirculated effluent from processing activities, and make-up water from streams and wells. The majority of process water is captured and maintained in the mine sumps and tailings catchment basins during the rainy season for use during the dry season. The current operating plan has all water in mine sumps pumped to the plants continuously with Eustáquio recycle water pumping set to the desired rate to maintain total demand.

Main water losses outside of process uses are from evaporation, water trapped in the tailings, percolation to groundwater, seepage from the tailings dam toe drains which maintain the ecological water flows of downstream creeks, pumping to Rico Creek to maintain ecological flow and using water for dust control around the mine and surface infrastructure.

Make-up water is pumped from four local streams and 13 wells. River flow rates vary seasonally and the pumping is performed when flows exceed nominal stream flows, as specified in the extraction permit. The São Pedro stream can be pumped at a rate between 1,130 m³/h and 1,598 m³/h over a 24 hour period. The Santa Rita/São Domingos streams are permitted for 24 hour pumping rates between 317 m³/h and 508 m³/h from both. Additionally, the wells are permitted for 24 hour pumping rates of 1500m³/h. A pipeline connects the catchments at the streams and wells to the existing reservoir at the São Domingos pumping station. Water from the São Domingos pumping station is pumped to the Santo Antônio Tailings Dam for storage until it is used. Another make-up water source is from Banderinha stream, which is permitted for 24 hour pumping rates of 900 m³/h during the rainy season (April to October) and is discharged to the Eustáquio Tailings Dam.

Production

Operational metrics

Personnel

Job Title	Name	Profile	Ref. Date
Maintenance Manager	Luciano Santos		Jun 12, 2024
Metallurgical Manager	Fabiano de Souza Mendes		Jun 12, 2024
Mine Operations Manager	Ricardo Ferreira de Figueiredo		Jun 12, 2024
Mobile Equipment Maintenance Manager	Leonardo Rodrigues Pereira		Jun 12, 2024
Senior Maintenance Manager	João Paulo C. Guimarães		Jun 12, 2024
Supply Chain Director	Eduardo Magalhães		Jun 12, 2024
VP Operations	Rodrigo Gomides		Jun 12, 2024