The Coringa Gold Project is underlain by granitic intrusions of the Maloquinha group and rhyolites of the Iriri group (Salustiano Formation). The granites are granular, medium-grained, and consist of pink feldspar and quartz. The rhyolites are fine to medium-grained, porphyritic, and strongly magnetic. Sanidine and quartz phenocrysts occur in a fine-grained matrix of sanidine-quartz. Minor amounts of biotite also occur in the matrix which has been altered to chlorite.

There are two dominant structural trends on the Coringa Gold Project property:
• The 310° structures are interpreted as strike-slip faults with probably a dextral (right lateral) sense of displacement.
• Structures trending at 345° are interpreted as R-shears.

Mineralized veins at the Coringa Gold Project are associated with the R-shears. The dip of the veins ranges from 750 to the east to vertical, but they occasionally dip steeply westward (e.g., Galena Vein).

Mineralization at the CoringaGold Projectis associated with a shear/vein system that has a strike length of over 7 km. The mineralized zones vary in thickness from <1 centimeter (cm) up to 14 meters. Several veins (i.e., Galena, Mãe de Leite, Meio, and Come Quieto) occur along the main mineralized corridor and others, such as Serra, Demetrio, and Valdette, form subparallel zones. The average thicknesses for the veins included in the estimate of mineral resources are: Serra 0.52 m, Galena & Mãe de Leite 0.59 m, Meio & Come Quieto 0.41 m, and Valdette 0.80m.

Gold mineralization is almost exclusively associated with quartz-sulphide veining. Pyrite is the main sulphide, but minor concentrations of chalcopyrite, galena, and sphalerite are common. A genetic study of mineralization indicated that pyrite-chalcopyrite (+/- quartz) mineralization occurred first, followed by gold, with galena and sphalerite introduced late. Gold is typically free (or within electrum) and occupies fractures within sulphide grains. It is usually very fine grained and visible gold is rare. Gold in electrum is closely associated with quartz and pyrite. The bulk of the gold has a preference for deposition in the quartz matrix/groundmass (48% locking affinity) and within pyrite (31%) occurring in either fractures or as inclusions, as well as in other sulphides, oxides, and, to a lesser extent and depending on tectonic conditions, in silicates.

The mineralized veins exposed on the Coringa Gold Project are similar to those found in Orogenic gold deposits. This deposit type has been described by (McCuaig, et al., 1998; Groves, et al., 1998; Goldfarb, et al., 2001). Orogenic gold deposits are the source of many of the great placer gold districts (e.g., Tapajós; Klondike; Mother Lode, California; East Russia).

The underground mining method at Coringa will involve driving vertical raises from drifts driven through the vein, and subsequently breasting along the strike of the vein on each side of the vertical raise. The primary equipment used for production will be jackleg and stoper drills. This method was chosen due to its ability to effectively mine the narrow vein deposit while minimizing dilution. Although this mining method does utilize a large number of drillers which leads to a higher labor cost, it does eliminate the larger initial capital investment needed when using more advanced mining equipment. This proven mining method is currently in use at the geographically and geologically similar Palito mine, which is also owned by Serabi.

Vein systems have been broken into separate mining areas. This separation was based upon a trade-off analysis between a separate portal and ramp versus drifting over to the adjacent continuous stope area within each vein system. Each mining area will require its own portal, ramp, ventilation, dewatering, and underground utilities. The Serra vein system requires only one portal due to the continuous grade distribution within the planned stopes.

The production sequence was determined by mining the higher grade resource areas first.

Stopes are 30 meters vertical along dip and 32 meters horizontal along strike. Stopes are mined from a vertical raise driven from drifts. Each stope will contain eight stope raises. Access to these vertical raises is accomplished by a installing a series of ladders and timber stulls from the bottom of the production drift upwards. Two drifts will be driven through the vein in each stope. Drifts will be spaced at 15 meters vertically. Development of the vertical raises is accomplished with stoper drills with the subsequent horizontal breasting by jackleg drills. For each stope, a sill pillar approximately 1.5 meters thick spanning the length of the stope will be left in place, resulting in an extraction ratio of 95%. GRE has not examined the option of pillar robbing at the end of the mine life to recover the additional 5% of the resource. Within a stope, the lower drift and ore passes are developed before main production begins on the upper drift. This permits main production from multiple stopes through tramming of mineralized rock on the main production drift to ore passes spaced every 2 stope lengths.

It is important to note that the stope design for the PEA used a uniform rectangular stope shape and grid pattern. This approach included additional dilution along the periphery of each designed stope area. It also excluded areas above the cutoff grade. Actual production planning for operations will be more detailed that this simplified approach. Once complete, the detailed operational mine plan will both minimize the amount of dilution and include adjacent areas above the cutoff grade with a minimal amount of additional development.

The development sequence was designed to ensure that all required development for a level is completed before the stopes on that level are scheduled for production. This was done in order to avoid access and equipment conflicts between production and development on a level simultaneously.

Ramps will be driven at a 12% decline, this means that approximately 252 linear meters of ramp are driven for each 30 meter level. A 10% allotment was included for muck bays, cutouts and passing areas to alleviate potential vehicle congestion. Ramps will be spaced far enough from stopes to not cause geotechnical issues and will be driven in the waste rock of the footwall. Ramp crosscuts will connect the ramp decline to the footwall of the vein. One ramp crosscut will be developed per level of each mining sub area.

Two methods are available for advancing drifts. The first method consists of full face blasting where the vein is diluted to the full volume or rock required to advance the drift. The second method of resue mining involves driving the drifts in two separate blasts. The first blast removes the vein. After the broken vein is mucked out, the second blast removes the waste rock inside the drift heading. GRE estimated that resue mining will be used approximately 50% of the time when driving ore drifts, and that the full face blasting method will be used 100% of the time when driving waste drifts. These assumptions are based on Serabi’s mining experience at their Palito Mine.

The relative advantage of the full face drifting method is that the production rate is faster. The advantage of the resue mining technique is reduced dilution and higher grade material for the process plant; however, the advance rate is cut in half by adding a second blast.

Muck bay development was accounted for as an additional 10% of the total drift length per level. Muck bays will also be utilized as definition drilling stations; however, additional drilling stations may be developed as needed.

It is assumed that secondary escapeways and vent raises can be driven at the same time since they are both located at the ends of the mining blocks. Both the escapeway and vent raises will be driven outside of the mineralized vein in the hanging wall. In some cases vent raises will also be used as secondary escape ways. Escapeways will have ladders with landings spaced as required by applicable regulations.

Ore chutes will be spaced approximately every 60 meters along levels where they connect vertically to the level below. Ore chutes will be driven outside of the vein in waste rock of the footwall.

- subscription is required.

The processing facility for the Coringa Gold Project is a conventional gold cyanidation plant. It has been designed to treat 645 tpd (212,000 tpa) of ore containing 7.5 gpt gold with minor silver over a 11-year period. Annual gold production at full capacity will average 38,000 ozs. The gold doré product will be shipped to a refinery for further processing.

The process plant will be a combination of new and refurbished equipment, tanks and structures. Asimilar sized crush/grind/gravity/leach gold ore processfacility, located in Brazil, was purchased and relocated to the Coringa Gold Projectsite for re-use of the suitable equipment and materials.

Metallurgical test results of representative material from the Coringa Gold Project deposits were utilized to develop the final process flowsheet and plant design criteria.

The process plant incorporates the following standard unit process operations:
• ROM ore stockpile area and reclaim hopper
• Prima ........