Cleopatra Plan of Operations 2012 - Oregon Coast Alliance

Plan of Operations

Cleopatra Check Drilling Program

Submitted to: United States Forest Service

Prepared By: LithoLogic Resources, LLC and Alyssum Ventures Ltd

Agents for

Red Flat Nickel Corp.

October 26, 2012

c/o Cable Huston LLP

RED FLAT NICKEL CORPORATION

October 26th, 2012 Karla Gallegos Forest Mining Administrator United States Department of Agriculture Forest Service 2164 NE Spalding Avenue Grants Pass, OR 97526 Dear Ms Gallegos, Thank you for taking the time to meet with us on October 5th and for providing valuable input on the permit application process. On behalf of Red Flat Nickel Corporation, I am please to present for your attention a Plan of Operations for the Cleopatra Check Drilling Program. I hope that this meets the level of detail required for the Forestry Service to adequately assess the project. In designing the program we have attempted to limit potential impacts to the greatest degree possible while still aiming to achieve the program’s exploration objectives. If this initial exploration program is successful, we hope to be able to advance the project into more detailed exploration and study phases with the ultimate goal to develop a responsibly designed and operated mining project. I look forward to working with you and the Forestry Service team and await your response. Kindest regards, Mike Oxley Agent for RFNC

October 24, 2012 Page 1 of 28

PLAN OF OPERATIONS FOR MINING ACTIVITIES

ON NATIONAL FOREST SYSTEM LANDS Data Sheet submitted by: LithoLogic Resources LLC and Alyssum Ventures Ltd, agents for Red Flat Nickel Corp. October 26th 2012.

I. GENERAL INFORMATION A. Name of Mine/Project: Cleopatra Check Drilling Program B. Type of Operation: Exploration of lode mining claims (see attached claim list in Appendix A) C. Continuing Operation (phase II) D. Proposed start-up date (mm/dd/yy) of operation: 04/01/13, or upon receipt of permit E. Expected total duration of this operation: 10 to 12 weeks F. If seasonal, expected date (mm/dd/yy) of annual reclamation/stabilization close out: n/a G Expected date (mm/dd/yy) for completion of all required reclamation: 06/30/13

II. PRINCIPALS A. Name, address and phone number of operator: Red Flat Nickel Corp. c/o John A. Magliana, Jr., Cable Huston LLP,

B. Name, address, and phone number of authorized field representative (if other than the operator). Attach authorization to act on behalf of operator. LithoLogic Resources, LLC; C. Name, address and phone number of owners of the claims (if different than the operator): St Peter Port Capital Ltd.

D. Name, address and phone number of any other lessees, assigns, agents, etc., and briefly describe their involvement with the operation, if applicable: Alyssum Ventures Ltd.

Project Management Company


III. PROPERTY OR AREA Name of claim, if applicable and the legal land description where the operation will be located. ORMC# Name Sections Township Range 161516-161551 Cleo #1 thru #36 PB42, PB43 40S 10W and 5, 6, 7, 8, 17, 18 41S 10W 161764-162424 Cleo #37 thru #137 1, 12 41S 11W Pending Cleo #138, 139 5, PB43 40S 10W

IV. DESCRIPTION OF THE OPERATION Overview The Cleopatra property was identified and explored by the United States Geological Society (USGS) and the Oregon Department of Geology and Mineral Industries (DOGAMI) in the years up to 1978 and was found to contain significant occurrences of the strategically important metals nickel, cobalt and chromium. From 2007 to 2009 the claimant completed additional surface sampling and drilling, including approximately 5,000 feet of drilling in 736 shallow auger holes across the claim block. The shallow auger drilling indicated potentially economic concentrations of the strategic metals nickel, cobalt, and chromium, but failed to reach the base of the mineralized horizon. The claimant intends to continue sub-surface exploration through a limited deeper drilling program of approximately 2,300 feet of additional drilling in 59 drillholes to delineate mineralization at depth and to confirm the results of the shallow auger drilling. Due to their rust-inhibiting properties, nickel and chromium are used predominantly in the manufacture of stainless steels, which have important applications in surgical instruments, household utensils, and many other items. Nickel is also increasingly important for use in hydrogen and electrically powered vehicles. Cobalt is an important alloying metal, with applications in the aerospace and wind turbine industries. The Cleopatra property is in a remote location and has relatively limited road access to and across the deposit (see below). The claimant wishes to limit disturbance to the area during the proposed drilling program and proposes a helicopter supported testing program which will result in a significantly lower impact than would result from road construction to each drill site. As proposed, there should be no lasting impact other than a 2" by 2" wooden stake marking the site of each drilled hole. A. Access. Show on a map (USGS quadrangle map or a National Forest map, for example) the claim boundaries, if applicable, and all access needs such as roads and trails, on and off the claim. Specify which Forest Service roads will be used, where maintenance or reconstruction is proposed, and where new construction is necessary. For new construction, include construction specifications such as widths, grades, etc., location and size of culverts, describe maintenance plans, and the type and size of vehicles and equipment that will use the access routes. Access into the claim block is via Road 305 (2 wheel drive accessible), to road 450 (4WD only). Road 305 can be accessed from the west via Rowdy Creek Road (junction with US 101 in Smith River, California), from the south via road 17N49 (junction with Hwy. 199 immediately west of Gasquet, California), or from the east via Lone Mountain Road (meets Highway 199 in O'Brien, Oregon) to road 4402/305. No new road construction, or maintenance to the existing roads, is proposed.


Figure 1 Project Location and Access


Figure 2 Cleopatra Claim Block Map


Forest Service roads 450 and 550 provide access to approximately the center of the existing claim block. Access to all other portions of the Cleopatra property is by foot – there are no additional roads or trails, and none are proposed. See Figure 1 for Site Location and Access, and Figure 2 for the existing Cleopatra property claim block. Figures 3 and 4 (below) are site photographs that show the condition of Forest Road 450 and a typical view of the project area terrain, respectively. Figure 3 Property access on Forest Road 450 Figure 4 Typical view across the project area


Drill hole

CLG020 CLG021

CLG028CLG027 CLG029

CLG039CLG038

CLG058 CLG060

CLG072

CLG088 CLG091CLG090 CLG092

CLG107CLG106 CLG108CLG097

CLG114 CLG122

CLG134 CLG136 CLG138 CLG142CLG141 CLG143

CLG160

CLG170CLG169 CLG171

CLG189CLG188 CLG190

CLG180CLG179 CLG181

CLG200CLG192 CLG195

CLG209 CLG218CLG217 CLG219

CLG237CLG236 CLG238

CLG252

CLG285CLG284 CLG286

CLG298CLG297 CLG299

CLG324

CLG348 CLG350 CLG351

CLG376

CLG384

CLG218 Hole number

B. Map, Sketch or Drawing. Show location and layout of the area of operation. Identify any streams, creeks or springs if known. Show the size and kind of all surface disturbances such as trenches, pits, settling ponds, stream channels and run-off diversions, waste dumps, drill pads, timber disposal or clearance, etc. Include sizes, capacities, acreage, amounts, locations, materials involved, etc. A total of 59 drillholes are planned for this exploration drilling program (see figure 5 and table 1). Figure 5 Proposed Drillhole Locations


Table 1 Drillhole Coordinates

Location Feet Meters Northing Easting Northing Easting Latitude Longitude

CLG020 2144 654 157,024 3,993,505 47,861 1,217,220 42.045580503 -123.916217532CLG021 2035 620 157,011 3,994,090 47,857 1,217,399 42.045610200 -123.914063459CLG027 2306 703 156,372 3,992,837 47,662 1,217,017 42.043717692 -123.918577144CLG028 2312 705 156,350 3,993,483 47,655 1,217,214 42.043729151 -123.916195492CLG029 2200 670 156,368 3,994,133 47,661 1,217,412 42.043851458 -123.913809688CLG038 2753 839 155,719 3,993,492 47,463 1,217,216 42.042000044 -123.916069021CLG039 2355 718 155,691 3,994,138 47,455 1,217,413 42.041994838 -123.913688239CLG058 2725 831 154,416 3,993,494 47,066 1,217,217 42.038429329 -123.915864565CLG060 2399 731 154,419 3,994,769 47,067 1,217,606 42.038578948 -123.911177917CLG072 2946 898 153,754 3,992,168 46,864 1,216,813 42.036464375 -123.920644634CLG088 3061 933 153,104 3,992,160 46,666 1,216,810 42.034681207 -123.920574526CLG090 2826 861 153,138 3,993,495 46,676 1,217,217 42.034923897 -123.915670504CLG091 2687 819 153,100 3,994,133 46,665 1,217,412 42.034890425 -123.913319691CLG092 2487 758 153,107 3,994,805 46,667 1,217,617 42.034984766 -123.910848573CLG097 2786 849 152,459 3,987,594 46,470 1,215,419 42.032401447 -123.937268254CLG106 2866 873 152,433 3,993,490 46,462 1,217,216 42.032990331 -123.915583448CLG107 2789 850 152,454 3,994,142 46,468 1,217,414 42.033120965 -123.913190456CLG108 2584 788 152,451 3,994,775 46,467 1,217,607 42.033182936 -123.910861712CLG114 2976 907 151,808 3,988,188 46,271 1,215,600 42.030682416 -123.934987044CLG122 2897 883 151,800 3,993,480 46,269 1,217,213 42.031254927 -123.915525899CLG134 3075 937 151,128 3,988,895 46,064 1,215,815 42.028897693 -123.932282440CLG136 3207 977 151,142 3,990,181 46,068 1,216,207 42.029080179 -123.927557437CLG138 3235 986 151,127 3,991,515 46,063 1,216,614 42.029188310 -123.922649717CLG141 2965 904 151,133 3,993,488 46,065 1,217,215 42.029426760 -123.915396708CLG142 2847 868 151,109 3,994,124 46,058 1,217,409 42.029431757 -123.913054509CLG143 2688 819 151,135 3,994,777 46,066 1,217,608 42.029577404 -123.910654192CLG160 2940 896 150,478 3,993,520 45,866 1,217,225 42.027633187 -123.915178346CLG169 2939 896 149,806 3,986,917 45,661 1,215,212 42.025051884 -123.939358709CLG170 3080 939 149,824 3,987,574 45,666 1,215,412 42.025173660 -123.936945434CLG171 3119 951 149,813 3,988,228 45,663 1,215,612 42.025217064 -123.934537085CLG179 3016 919 149,827 3,993,487 45,667 1,217,215 42.025844862 -123.915203295CLG180 2857 871 149,803 3,994,131 45,660 1,217,411 42.025852410 -123.912830390CLG181 2694 821 149,817 3,994,788 45,664 1,217,611 42.025965210 -123.910418489CLG188 2911 887 149,153 3,986,935 45,462 1,215,218 42.023262084 -123.939192687CLG189 3070 936 149,142 3,987,606 45,459 1,215,422 42.023309094 -123.936725621CLG190 3162 964 149,152 3,988,231 45,462 1,215,613 42.023406462 -123.934429139CLG192 3323 1013 149,152 3,989,543 45,462 1,216,013 42.023554026 -123.929601809CLG195 3307 1008 149,161 3,991,527 45,464 1,216,618 42.023799632 -123.922308499CLG200 2697 822 149,152 3,994,812 45,462 1,217,619 42.024143574 -123.910229004CLG209 3117 950 148,501 3,988,234 45,263 1,215,614 42.021621541 -123.934317818CLG217 3100 945 148,491 3,993,472 45,260 1,217,210 42.022182594 -123.915059818CLG218 2919 890 148,514 3,994,137 45,267 1,217,413 42.022319466 -123.912615823CLG219 2711 826 148,498 3,994,793 45,262 1,217,613 42.022349244 -123.910201808CLG236 3126 953 147,863 3,993,529 45,069 1,217,228 42.020465951 -123.914753228CLG237 2981 909 147,830 3,994,154 45,059 1,217,418 42.020445649 -123.912451277CLG238 2822 860 147,854 3,994,814 45,066 1,217,619 42.020583929 -123.910027650CLG252 3369 1027 147,185 3,991,519 44,862 1,216,615 42.018381154 -123.922041062CLG284 3402 1037 145,848 3,991,504 44,455 1,216,610 42.014716527 -123.921898343CLG285 3425 1044 145,879 3,992,158 44,464 1,216,810 42.014872851 -123.919496707CLG286 3377 1029 145,856 3,992,822 44,457 1,217,012 42.014884023 -123.917053632CLG297 3364 1025 145,225 3,991,506 44,265 1,216,611 42.013007725 -123.921795426CLG298 3398 1036 145,215 3,992,155 44,262 1,216,809 42.013052858 -123.919409460CLG299 3381 1031 145,235 3,992,833 44,268 1,217,015 42.013183236 -123.916920381CLG324 3338 1017 143,896 3,992,167 43,860 1,216,812 42.009438598 -123.919166244CLG348 3349 1021 142,589 3,990,858 43,461 1,216,413 42.005709265 -123.923783040CLG350 3314 1010 142,608 3,992,168 43,467 1,216,813 42.005908111 -123.918968069CLG351 3293 1004 142,602 3,992,820 43,465 1,217,012 42.005962374 -123.916569773CLG376 3294 1004 141,282 3,992,172 43,063 1,216,814 42.002272437 -123.918755772CLG387 3359 1024 140,629 3,990,854 42,864 1,216,412 42.000332985 -123.923500084

Elevation State Plane, Oregon South, NAD83 State Plane, Oregon South, NAD83 Geodetic


The drillholes are spaced a minimum of 600 feet apart and covering various areas of the known mineral occurrences. Although the drillhole locations have been based on a grid system, there is some degree of flexibility associated with the final locations, which can be anywhere within a 30 foot radius from the grid nodes. As such, the claimant has determined final hole locations with due consideration to ease of access, but also to avoid, where possible, unnecessary disturbance to the local fauna and flora. Each drill location has therefore been placed, where practical, such that the drill will penetrate directly into rock or exposed lateritic soils. In addition, no drillholes have been located within 200 feet of any seasonal or perennial watercourse. Figure 6 Example drill location, CLG 284 Figure 7 Boulder Field location


Watertank

Fueltank

Drill

Hole in platformfor drill string

Raised metalplatform

Working area

5’

5’

4’

11’

Adjustablemetal legs

The drill will operate from a raised, 4 ft. by 11 ft. metal platform to be temporarily set up at each drill location. The platform will support the drill, and the fuel and water tanks. The drill crew and logging geologist will work around the platform, utilizing an additional area of 5 feet in each direction. Thus, for each drill hole an area of 21 ft. x 14 ft. (294 ft2) will be used. Figure 8 sketch of drilling area and set-up In addition to the drill platform and working area at each hole, water storage bladders, a pump station, water supply lines, and helicopter landing pads will be necessary to complete the drilling program. Information regarding each of these areas are detailed in the sections below and illustrated in Figures 9 through 11. A breakdown of each area and the anticipated surface impact during the program is contained in Table 2 overleaf.


Table 2 - Anticipated Surface Disturbance

There will also be water pipelines and flexible hosing laid across the ground, often lying on top of the boulders (see section V.B. below and figure 11), and the program crew will be walk across the claim blocks between the helipads and other site locations (see figure 10).

Size Number Total NotesSq feet Sq feet

Drill areas 294 59 17,346 Includes platform and working area around platformHelipads 3,750 5 18,750 Includes 12 x 12' platform and area cleared of high vegetationPump area and tank 48 1 48 Plus generatorWater storage bladders 18 3 54 1,500 gallon sizeFuel storage area 64 1 64 Gasoline for drill, diesel for pump, emergency jet fuel

Sq feet 36,262 Acres 0.8


Figure 9 Access Road, Surface Water Courses and Drilling Grid

Existing 4x4 track (poor)

Taylor Creek

Unnamed tributary of theTaylor Creek


Figure 10 Location of helipads, water pump, water storage bladders and connecting footpaths

Drill hole

Helipad

Foot access routes

H1

H2 H3

H5

Water storage bladder

Pump

Total footpath length 60,000 feet

H4


Figure 11 Water sourcing and distribution plan locations

Drill hole

Main water line positions

Flexible hose routes

H1

H2 H3 H4

H5


Pump

SB1

SB2

SB3

Total hose length 53,000 feet

Total main pipe length 12,000 feet


C. Project Description. Describe all aspects of the operation including mining, milling, and exploration methods, materials, equipment, workforce, construction and operation schedule, power requirements, how clearing will be accomplished, topsoil stockpile, waste rock placement, tailings disposal, proposed number of drillholes and depth, depth of proposed suction dredging, and how gravels will be replaced, etc. Calculate production rates of ore. Include justification and calculations for settling pond capacities, and the size of runoff diversion channels. Project Area Description The claim block area is characterized by lateritic soils overlain in numerous places by a covering of residual rocks and boulders. Following the 2002 Biscuit Fire, vegetation cover on the area is light; consisting of recent growth at ground level and an upper level of fire-charred and scattered live trees. Vehicular access across the claim block is limited, and foot traffic is difficult in many areas. Drilling Method Subsurface testing will be accomplished by helicopter borne drilling rigs, utilizing 2 (two) Saitech Viper diamond core drills that have been designed specifically for difficult access and environmentally sensitive locations (see Figure 12). Manufactured and operated by VP Salisbury & Associates of Spokane, Washington, the Saitech Viper can be broken down into 3 parts and transported to and from each drill location slung beneath a medium sized helicopter. The in-hole drilling method will utilize a triple tube core barrel to maximize recovery in the unconsolidated surficial materials. Program Extent A total of 59 drillholes are planned during this phase of the exploration, with an expected average drill depth of 40 feet, an expected maximum drill depth of 50 feet, and a maximum outside hole diameter of 3 inches. The drillhole locations are shown on Figure 5. Appendix B contains detailed information for each hole, including its location, the foot access route for the crew, and the water supply plan. Detailed Description of Helicopter Borne Drilling The selected lightweight drill rig will be airlifted to the claim block and moved between each drill location by the helicopter. The drill rig selected has the ability to be dismantled into three (3) pieces for transport. Upon completion of the final drill hole, the rig will be airlifted off-site. The helicopter will also be used to transport the drilling and geological personnel, consumables (such as drill bits), and fuel to site. In addition, the helicopter will transport drill samples and all recyclable and non-recyclable wastes from the site. The drilling operation will be conducted 12 hours per day, 6 days per week. It is envisaged that one to two holes will be completed per shift, by each drill. The program is expected to run over a period of approximately 45 to 60 days. Personnel. Each day the drill crews (5 people), logging geologists (2), pump man (1) and supervisor (1) will be transported by helicopter to site at the start of their shift. The maximum number of people that can be carried by the helicopter at any one time is five (5), so two trips up to the site in the morning will be required, with the same number each evening at the end of the shift. The nine (9) project personnel will be accommodated off-site, with the Illinois Valley airfield, located in O’Brien, used as the base of operations for the helicopter. Drill platforms. In order to create a level and stable drill pad at each drillhole location, metal drilling platforms will be provided by the drilling contractor (See figure 12). The platforms will be approximately 36 inches above the ground surface and 11 x 4 feet in area. These platforms will allow the drill to be positioned and leveled above the surface of the claim block. A total of six (6) platforms will be available, and rotated between locations during the program. For each drill, one platform will be placed in advance


of the drilling, one will be being used for the active hole, and another will be being recovered by helicopter from the previous hole and leapfrogged to the next location in the sequence. All drill core will be transported (by helicopter) to an off-site facility for sampling, analysis, and long-term storage. Drilling locations have been established utilizing a hand-held Trimble XT Global Positioning Unit (GPS) unit with sub-meter accuracy. There will be no need for the cutting or flagging of survey lines to establish surface control. No drillholes were located within 200 feet of any intermittent spring or watercourse. Good housekeeping conditions will be maintained at the drill rig and surrounding area at all times. See Figure 12 for various photographs of the Viper Drill and drilling platform.


Figure 12 Saitech drill and drilling platform Leveling legs (platform) upon which the drill sits Drill and skid being craned onto legs that have (Note: the leg end plates may be removed) been leveled Drill positioned on legs Final drill set up (note the fuel tank (left) has now been replaced by a sealed boat tank)


D. Equipment and Vehicles. Describe that which is proposed for use in your operation (Examples: drill, dozer, wash plant, mill, etc.). Include: sizes, capacity, frequency of use, etc. 2 Drills. The two drill rigs will both be Saitech Vipers manufactured by VP Salisbury and Associates. It is anticipated that the drills will each operate between 8 and 10 hours per 12 hour shift. Operations will be in daylight hours only. 1 Helicopter. The helicopter will be an 840 hp Eurocopter AS350B02 ‘AStar’ provided by Heli-Dunn of Phoenix, Oregon. It is anticipated that the helicopter will operate 4 hours per day in daylight hours only, with a total flying time for the project of 80 hours. 1 Pump. One 4” submersible electric water pump and a diesel generator will be used to provide water. The water supply plan is described in detail in section V.B. below. Spill prevention of fuel and lubricants, and emergency procedures in the event of any spill, are detailed in section V.G. The pump is anticipated to operate 8 to 10 hours per day in tandem with the drill rigs. 1 4x4 pick-up truck. A 4WD vehicle may be used to transport some supplies to the nearest available staging area accessible by existing roads, and for the removal of any solid wastes (see section V. G. below). This vehicle will not leave existing access roads. Vehicle use will be infrequent, and is not anticipated to exceed an average of 1 hour per day during the course of the program. All equipment and vehicles will be removed from site at the termination of the program. E. Structures. Include information about fixed or portable structures or facilities planned for the operation. Show locations on the map. Include such things as living quarters, storage sheds, mill buildings, thickener tanks, fuel storage, powder magazines, pipelines, water diversions, trailers, sanitation facilities including sewage disposal, etc. Include engineering design and geotechnical information for project facilities, justification and calculations for sizing of tanks, pipelines and water diversions, etc. No fixed or permanent structures are anticipated. Helipads. It is anticipated that five (5) temporary helipads will be prepared on the claim block (see Figure 10). Each landing area will be approximately 12 feet by 12 feet, and will consist of a raised wooden platform to provide a safe landing position for the helicopter. In addition, an area of approximately 50 feet by 75 feet will be cleared of burned trees and vegetation (above 3 feet high) to allow safe entry and exit of the helicopter from the helipad in two directions (as determined by expected prevailing winds). No live trees greater than 4” diameter at breast height (DBH) will be removed.


Figure 13 Helicopter Pad dimensions

A temporary water supply system will be installed. For details see section V. B below. Temporary fuel storage structures will be installed for the pump fuel, drill fuel, and helicopter emergency fuel. For details see section V.G below. No open fires will be built while fire restrictions are in effect, and all materials and debris will be removed on a regular basis. The helipads will be prepared at the following locations Table 3 Helipad Coordinates

0 50 feet

12’

12’

Wooden Helipad

Area cleared of vegetation > 3’ high

75’

50’Helicopteringress/egress

Helicopteringress/egress

Location Feet Meters Northing Easting Northing Easting Latitude Longitude

Heli Pad 1 3,106 947 152,405 3,992,458 46,453 1,216,901 42.032799975 -123.919374772Heli Pad 2 3,155 962 149,459 3,988,172 45,555 1,215,595 42.024240399 -123.934691927Heli Pad 3 3,301 1,006 148,957 3,991,198 45,402 1,216,517 42.023205766 -123.923490099Heli Pad 4 3,123 952 149,476 3,992,871 45,560 1,217,027 42.024813505 -123.917413639Heli Pad 5 3,414 1,041 141,907 3,991,269 43,253 1,216,539 42.003883995 -123.922167920

Elevation State Plane, Oregon South, NAD83 State Plane, Oregon South, NAD83 Geodetic


V. ENVIRONMENTAL PROTECTION MEASURES (SEE 36 CFR 228.8) Standards and Governance Red Flat Nickel Corp. strives to achieve the highest standards of health, safety, and environmental performance in areas where we operate, as well as the protection of workers, the general public, and local communities. Red Flat Nickel Corp. will at all times conduct its work according to:

• The highest standards of health and safety (OHSA) • International Finance Corporation (IFC)’s Policy on Social and Environmental Sustainability,

2006, including the IFC Performance Standards (PS) • The Equator Principles (EPs), 2006 • International Labour Organization (ILO) conventions • The technical standards of Canadian National Instrument 43-101 • United Nations “Guidance on Good Practices in Corporate Governance Disclosure” • All applicable Federal, State, and local laws

To prevent and minimize present and future pollution, decisions affecting waste generation will be guided by: firstly, seeking to reduce sources of waste; secondly, by recycling waste; and finally, by responsibly disposing of any unavoidable waste products. A. Air Quality. Describe measures proposed to minimize impacts on air quality such as obtaining a burning permit for slash disposal or dust abatement on roads. No off-site air quality impact is anticipated. Any seasonal fire restrictions will be complied with. Firefighting tools will be available at the drills and pump, and their condition regularly checked. Based upon review of OAR 340-216-0020 Table 1, the exploration drilling does not fall under one of the listed activities that require a basic Oregon Department of Environmental Quality (DEQ) air contaminant discharge permit (ACDP). As such, the program will fall under the general requirement associated with the maximum of 5 tons of emissions of PM-10 if located in a PM-10 non-attainment area, or 10 or more tons of any single criteria pollutant in any part of the state. Based upon the total horsepower figures for the helicopter, drills, and water pump, and utilizing the NOx factor of 0.031 lbs per hp-hour, the total emissions for the drilling program are as follows: Table 4 Project NOx emission summary

Equipment Motor Use NOx emissionsHp Hrs lbs

Helicopter 745 80 1,848 Drill 34 283 298 Generator for pump 8 400 103 4WD Vehicle 400 60 744

2,993


Taylor Creek

Unnamed Tributary

Watertank

Pump

Gravity feed line

Water line to Storage Bladder

Water tankGravity feed line

Tributary

Pump

Water line to Storage Bladder

Min 200’

B. Water Quality. State how applicable state and federal water quality standards will be met. Describe measures or management practices to be used to minimize water quality impacts and meet applicable standards.

1. State whether water is to be used in the operation, and describe the quantity, source, methods and design of diversions, storage, use, disposal, and treatment facilities. Include assumptions for sizing water conveyance or storage facilities.

Water will be required for the drilling operation. Water will be sourced from an unnamed tributary to Taylor Creek. The unnamed tributary bisects the eastern portion of the property, and is located along the eastern edge of the claim block. (See Figures 9, 11 and 14). Water from the tributary will be collected in a submerged plastic feed pipe (proximal to the boundary between claims 30 and 41 based upon actual water availability at the time) and fed by gravity away from the creek to a water storage tank located at least 200 feet away from the creek, and slightly downhill. Water will then be pumped from the holding tank up to one of three water storage bladders through 1¼ inch PVC piping. Figure 14 Water sourcing layout In this manner, the pump and generator are located a safe distance from the active tributary stream. Any potential spill of fuel or lubricant would occur at distance from the watercourse, and could be cleaned up without risk to surface waters. (See below for spill prevention measures and emergency spill response procedures). The location of the water source, feed pipe, pump/generator and the three water storage locations are shown on Figure 11.


A temporary 1,500 gallon water bladder will be positioned at each of the three water storage locations, with a maximum of two of these three locations operational at any one time. The bladders will be located at a position above the intended drillholes, such that water for the drill will be fed through flexible 1 inch plastic hosing by gravity. The bladders and piping will be removed from site at the termination of the program. Each water bladder is estimated to occupy an area of 54 square feet. When drilling has been completed in an area served by one of the water bladders it will transported by helicopter to the next site. A permit for extracting water from the unnamed Taylor Creek tributary will be obtained from the Oregon Water Resources Department before any water extraction operations begin. Upon completion of the drilling program, all materials and equipment used for water sourcing will be removed from the claim block (see reclamation section H. below). 2. Describe methods to control erosion and surface water runoff from all disturbed areas, including waste and tailings dumps.

Given the porous nature of the stratigraphy, it is anticipated that no water will be returned to the surface during the drilling process, and that all drilling fluids will be lost into the subsurface. In the event that some fluids are returned to the surface, the water will be directed away from the drilling location and allowed to naturally infiltrate. Appropriate erosion control and Best Management Practices (BMPs) will be installed at each site to limit any potential erosional concerns. BMPs will include, but are not limited to, waddles, sediment fencing, sediment traps, etc. All drilling will maintain a minimum 200 foot buffer around any seasonal watercourse.

3. Describe proposed surface water and groundwater quality monitoring, if required, to demonstrate compliance with federal or state water quality standards.

Based on the proposed drilling program, the potential surface disturbances, and the BMPs (maintaining 200’ buffer from surface water courses, only using water and non-hazardous bio-degradable drilling additives, etc.), no surface water or groundwater monitoring is proposed for this drilling program.

4. Describe the measures to be used to minimize potential water quality impacts during seasonal closures, or for a temporary cessation of operations.

Based on the short duration of the proposed drilling program (less than 2 months in duration), no seasonal or temporary cessation of operations are expected. In the event an unplanned cessation of operations occurs, all drilling equipment and potentially hazardous materials (i.e. fuels, generator, oils, etc.) will be removed from the site.

5. If land application is proposed for waste water disposal, the location and operation of the land application system must be described. Also describe how vegetation, soil, and surface and groundwater quality will be protected if land application is used.

No land application of waste water will be completed as part of the project as no waste water will be generated.


C. Solid Wastes. Describe the quantity and the physical and chemical characteristics of solid waste produced by the operation. Describe how the wastes will be disposed of including location and design of facilities, or treated so as to minimize adverse impacts. Any residual, natural materials (i.e. drill cuttings) from the testing will be spread at the site to a depth of no greater than 1 inch and blended with the natural slope of the land. All unnatural solid wastes will be removed from the project area. No residual impact is anticipated. D. Scenic Values. Describe protection of scenic values such as screening, slash disposal, or timely reclamation. The Cleopatra site is remotely located away from state or county highways, and away from any residential or other private lands. The nearest highway is highway 199 which is 8.5 miles to the east of the eastern edge of the claim block, with no direct line of sight. The nearest non-USFS land to the claims is to the east and south of the claim blocks at a distance of 5 miles. This is private land at Cedar Trough Camp in California. No direct line of sight exists between that area and Cleopatra. As each hole will be immediately rehabilitated upon completion, no visual disturbance is expected to last longer than the time that the hole is actively being prepared, drilled, and rehabilitated. Even allowing for unforeseen events such as breakdowns, the period of visual disturbance is not anticipated to exceed 2 to 3 days at any one hole. No significant impact is envisaged E. Fish and Wildlife. Describe measures to maintain and protect fisheries and wildlife, and their habitat (includes threatened, endangered, and sensitive species) affected by the operations. The drilling program has been designed to have no significant impact on fish or wildlife. The program plan ensures that all possible program activities are located at least 200 feet from surface water courses. The only exception to this is the plastic water pipe that will be placed in the unnamed tributary to Taylor Creek. (This pipe will feed water to the tank at the pump location.) The submerged end of this pipe will be fitted with a fine mesh to avoid any aquatic fauna entering the pipe. Before construction of the helicopter landing pads and removal of vegetation over 3 feet high, a visual inspection will be made to determine if any avian nesting sites occur in the area to be cleared or within 200 feet of the pad or helicopter approaches. In addition, no live trees with a breast height diameter greater than 4 inches will be cut. In the event that a nesting site is observed or live trees of over 4 inches prevent use of the area, the helipad will be either relocated to any area free of any such nesting sites, or will be abandoned and use made of the other helipads in its stead. The point of penetration of drillholes will be positioned directly upon exposed laterite soils and not directly through any existing plant life. Where laterite soil is not exposed due to the presence of boulders, one small boulder will be moved to expose the laterite beneath. Care will be taken not to damage any plants when this is done. No hunting will be permitted by the drilling contractor’s crew or the claimant’s representatives. No significant impact is envisaged F. Cultural Resources. Describe measures for protecting known historic and archeological values, or new sites in the project area.


The southern end of Cleopatra is known to be infrequently crossed by recreational off-road drivers. These land users would be able to see the drilling operations performed on the southern part of Cleopatra should they happen to pass by when such operations are being undertaken. No drillholes are located on the 4x4 road used by this group, and care will be taken during the program that this known public access is not disturbed. Thus, while this limited group may see the operations, their main use of the area will in no way be hindered. Search of the Curry County Planning Division records, including the current Curry County Comprehensive Plan and the Curry County Natural Resource Document shows that there are no recorded historic sites or areas of archeological significance on the claim block. No significant impact is envisaged G. Hazardous Substances. 1. Identify the type and volume of all hazardous materials and toxic substances which will be used or generated in the operations including cyanide, solvents, petroleum products, mill, process and laboratory reagents. Onsite drilling equipment that may contain petroleum products:

• Hydraulic power pack – The Saitech Viper’s hydraulic power pack is run by an air cooled 25 horsepower Kohler gasoline engine. Since the engine is air cooled there is no antifreeze. The Kohler engine contains approximately 2 U.S. quarts of motor oil. The power pack contains approximately 8 U.S. gallons of hydraulic fluid. The fuel tank on the power pack holds approximately 5 U.S. gallons of gasoline.

• Water pumps – During drilling operation the Saitech Viper drill utilizes 2 water pumps: one to supply water to the drill site and one for pumping water down the hole for bit cooling and removal of cuttings. Each water pump is powered by a 5.5 horsepower Air cooled Honda engine (no antifreeze). The Honda engine contains approximately 1 U.S. quart of motor oil. The fuel capacity of the Honda engine is less than 1 U.S. gallon. In each case, the pump that is coupled to the Honda engine contains 1 U.S. quart or less of motor oil for internal lubrication.

• Viper drill unit – The only component of the actual drill itself that contains any petroleum product is the transmission, which contains approximately 1 U.S. quart of gear oil.

Each Saitech Viper Drill comes complete with the following environmental protection equipment:

• A spill response kit which includes absorbent pads and booms sufficient to contain any petroleum spill that may occur on the drill site.

• Shovels, heavy plastic bags, and hard plastic containers sufficient for collecting and removing any soils or native materials that may become contaminated in the event of a spill.

• Axes, buckets, shovels, and fire extinguishers to be used for fire suppression. • All internal combustion engines used during drilling operation are equipped with USDA Forest

Service approved spark arrestor systems. • Binder containing Material Safety Data Sheets (MSDS) for each hazardous material that may be

used on site. • Metal spill proof safety cans for transporting fuel to and from the drill site.


• Kits containing spare parts, seals, and O-rings to repair or rebuild most mechanical components associated with the drilling operation.

In the event of an oil leak or spill, it is the drilling contractor’s policy to immediately shut down the drilling operation, contain and clean up the spill, and perform the necessary repairs. The drill rig is anticipated to use a maximum of 10 U.S. gallons of gasoline per completed drill hole. Thus, total gasoline fuel use for the planned program will be less than 600 gallons. The 4x4 vehicle will use diesel fuel. The vehicles will be fueled off-site and no need for fuel on-site is envisaged. In addition, the generator for the water pump is anticipated to use 20 to 25 U.S. gallons of diesel fuel per day, for a total anticipated fuel use of 450 U.S. gallons. The helicopter will use jet fuel, which is similar to diesel in that, while it is a combustible fuel, it is non-flammable and not easy to ignite. Helicopter re-fuelling will generally be offsite; however, a small amount of fuel will be stored at one of the helipads for emergency use. This amount will not exceed 110 gallons and will be stored in two 55 gallon drums with a hand operated pump for emergency refueling. Fuel storage containers will have secondary containment, with a suitable cover, with the capacity of containing a minimum of 110% of the total volume of the tank/storage area. Absorbent matting shall be used at fueling or fuel decanting points, under the drill rig motors, and where the water pump is serviced or repaired. 2. For each material or substance, describe the methods, volume, and frequency of transport (include type of containers and vehicles), procedures for use of materials or substances, methods, volume, and containers for disposal of materials and substances, security (fencing), identification (signing/labeling), or other special operations requirements necessary to conduct the proposed operations. An inventory will be developed of hazardous materials brought to site. This inventory is anticipated to include:

• Gasoline • Diesel fuel • Jet fuel • Oil and lubricants • Cleaning products such as detergents, soaps, degreasing agents, and hand cleaners

All hazardous materials will have appropriate MSDS’s which will include recommended spill clean-up methods and materials, and define the personal protective equipment required when the substances are used. Fuel will be stored in approved containers at one primary designated position immediately adjacent to helipad 3 (see figure 10) and a secondary storage area next to the water pump and generator. The primary fuel storage area will contain a maximum of the following fuel amounts.

• Gasoline 150 gallons in 30 x 5-gallon jerry cans • Diesel 150 gallons in 30 x 5-gallon jerry cans • Jet fuel 200 gallons in one drum

The primary fuel storage area will encompass an area of some 60 square feet for jerry can storage, and 4 square feet for the jet fuel oil drum.


Fuel for the drill (gasoline) will either be transported by helicopter or by hand by the project personnel from the fuel storage area to the appropriate drillhole location in 5-gallon jerry cans in order to satisfy the fuel requirements for each drill site. Fuel for the water pump generator (diesel) will be transported by helicopter to the secondary fuel storage area at the pump station in 5-gallon jerry cans. A six day supply of fuel will be transported once per week. The secondary fuel storage area will contain a maximum of 125 gallons of diesel fuel. Fuel storage containers will have secondary containment, with a suitable cover, with the capacity of containing a minimum of 110% of the total volume of the tank/storage area. Absorbent matting shall be used at fueling or fuel decanting points, under the drill rig motors, and the water pump. All unused fuels will be removed from the site upon completion of the project (or upon premature termination due to weather or fire-risk constraints). Used oil facilities will be established and monitored, and all used oils will be regularly removed from the site. Suitable general refuse storage containers will be provided, pending solid waste removal and disposal. This will include bags for solid human waste. Use may also be made of drilling additives. These are substances that are mixed with the drilling water in the drill’s water tank to improve sample recovery, and/or to maintain hole stability. The drilling contractor will bring two such substances to the site – “Bio Cut Plus” and “DD-2000”. Both of these substances are classified as non-hazardous and both are biodegradable. The drilling contractor expects to mix two parts Bio Cut Plus to one part DD-2000 and use 1 gallon of the mix per 1,000 gallons of water. The MSDS’s for both substances are attached in Appendix C. The maximum anticipated amount of drill additives to be used is not expected to exceed 10 lbs per hole or 590 lbs in total. Depending upon drilling conditions, no additives may be used at all. 3. Describe the measures to be taken for release of a reportable quantity of a hazardous material or the release of a toxic substance. This includes plans for spill prevention, containment, notification, and cleanup. Every effort will be made to avoid any spillage. Specific mitigation procedures will be available from the drill contractor and will include the following:

• The drill and water pump generator will be regularly maintained to prevent leaks of fuel or oil • Provision of absorbent impermeable mats for use during fuel transfer • Provision of emergency spill containment kits

Emergency spill containment kits will at a minimum contain:

• Three (3) 4ft absorbent socks. • Biodegradable absorbent material. • Four (4) absorbent wipes. • One (1) pair of rubber gloves. • Two (2) sizes of disposable bags. • Shovels


• Identification of product labels During transfer of fuels from jerry cans, the following procedure will be followed:

• Apply Personal Protective Equipment. • No smoking, naked lights, open flames, welding or hot work will be allowed in the vicinity of the

fuel drums, particularly when decanting combustible liquids. • Inspect vessel to be filled for cleanliness and condition, including drum pump and funnel. • Slowly open the fuel drum to allow the vapor expansion of fuel gas to dissipate. • Place decant or drip tray below the drum pump. • Only fill decanted vessel to 80% of full capacity to allow for vapor expansion. • Pack away equipment. • Clean up any spill that may have occurred • Re-fueling or decanting of fuels will be restricted to daylight hours.

A metal-lipped tray will be installed under the drill rig motors and hydraulic pack, having a capacity of 110% of the total volume of the lubricants, fuel, and fluids, and lined with absorbent material. Similarly, as an extra precaution to ensure that any contaminants (in addition to the 200 foot buffer) will not enter watercourses, a barrier of permeable absorbent matting, or other similar material, will be installed between any equipment (water pump generator, drill, storage areas, etc.) and watercourse. The water pump itself will be housed in a covered, metal-lipped, absorbent material lined tray having a capacity of 110% of the volume of the lubricants and coolants used in the pump. Any spill-contaminated materials will be collected and contained in suitable bags, and clearly labeled as to content, with different used fluids segregated and demarcated as to type. Prior to removal from site, the bags will be stored on 10cm high pallets to make it easier to identify any leaks, in a suitable location protected from vehicle or mobile equipment collision and to prevent animals from gaining access to them. Any contaminated materials will be removed from site and disposed of by a recognized certified waste disposal agency. In the event of any uncontained spillage of hazardous materials the relevant local authorities will be promptly informed and provided with the following information:

• Name, location, and telephone number of caller. • Location of the incident. • Name or type of spilled product. • Time and date of spill • The size of the spill measured in area, units, and flow rates where applicable. • What has been done, and what still has to be done, to contain the spill. • If the containment methods were effective. • Nature and extent of any personal injuries. • Nature and extent of any property damage.

H. Reclamation. Describe the annual and final reclamation standards based on the anticipated schedule for construction, operations, and project closure. Include such items as the removal of structures and facilities including bridges and culverts, a re-vegetation plan, permanent containment of mine tailings, waste, or sludges which pose a threat of a release into the environment, closing ponds and eliminating standing water, a final surface shaping plan, and post operations monitoring and maintenance plans.


Once any particular drillhole is drilled to completion, the reclamation operation will begin. Therefore, reclamation will occur concurrent with drilling operations, and at any one time the only areas of temporary disturbance will be the 2 active drill sites and preparatory work at the next scheduled drill sites. Upon completion of each hole, the following procedures will be followed:

• Upon exit of the drill and drill rods from the hole, and the collection of the necessary samples, the hole will be sealed with a hole volume of either a high quality sodium bentonite product specifically formulated for drill hole abandonment, cement grout, or other appropriate drill hole abandonment material consistent with OAR 690-220-0030 and 632-033-0025

• The hole will then be marked using a wooden stake, installed in the top portion of the abandoned drillhole

• The wooded stake will be tagged with an aluminum tag measuring 2 inches x 2 inches and providing the drillhole identification

• Meanwhile, the drill rig will be disassembled and flown to the next hole • The platform will then be picked up and flown to a future hole location • The flexible hosing used to bring water to the hole will be relocated to supply the next hole • Any excess soil or drill chips will be spread on the un-vegetated areas around the hole, to a

maximum depth of 1 inch, and the area returned to natural grade • The area will be cleared of any equipment and trash • Any unused fuel will be removed from the location by helicopter and taken to the next drilling

location • The claimant's supervisor will thoroughly check the site and order any further reclamation and

removal of any overlooked trash or equipment • A final post-drilling photograph will be taken of the reclaimed drill location

The claimant will ensure, upon completion of the full program, that all drill sites, the pump station, water storage areas, helipads, and other areas used during the program:

• Have all equipment, unused materials and fuel, waste storage facilities, and temporary structures removed and transported off-site

• Are left free of any waste materials • Have any disturbed top soil re-emplaced and spread evenly across the area to a maximum depth

of 1 inch • Are cleared of any damaged vegetation • Are left as close as possible to their original pre-program conditions

A check-list of all items brought to site will be established and maintained up-to-date. All items on the list will be checked off site at the termination of the program. The pump station area will have all equipment, stored fuels, and lubricants removed. Water storage bladders and water piping will be collected and removed from the site. Any disturbed top soil will be re-emplaced and spread evenly across the areas to a maximum depth of 1 inch. Helipads and approaches will have been cleared of fire-charred tree trunks to allow operation. No attempt will be made to replace these (dead) trees, which will be disbursed on the claim block and left to decompose and augment the local soil profile. Wooden landing pads will be dismantled and all materials, including any waste, will be removed from the site. (At the option of the USFS, one or more Helipad(s) may be left intact for future use by the USDA Forestry Service, or other government agencies. If this request is not made, all helipads will be removed.)


If the program is suspended early due to bad weather or fire conditions, all equipment, temporary structures, and any unused fuels will be removed from site upon the decision to suspend the program. The estimated cost of reclamation of each hole is as follows: Table 4 Program Reclamation Cost Estimate

ActionLabor (Hrs) Labor

Helicopter (Hrs)

Helicopter Cost

Materials/Equipment Cost

Drillhole Abandonmenta 8 400.00$ 0 -$ 500.00$ 900.00$

Water Line Removalb 20 1,000.00$ 1.5 2,250.00$ 500.00$ 3,750.00$ Water Pump, Tank, and Generator 2 100.00$ 0.75 1,125.00$ 200.00$ 1,425.00$ Water Bladders 2 100.00$ 1.5 2,250.00$ 200.00$ 2,550.00$ Drill Platforms 4 200.00$ 0.75 1,125.00$ 200.00$ 1,525.00$ HeliPad Locations 8 400.00$ 2.0 3,000.00$ 500.00$ 3,900.00$ Fuel Storage Equipment 8 400.00$ 0.75 1,125.00$ 200.00$ 1,725.00$ Miscellaneous Equipment 8 400.00$ 0.75 1,125.00$ 200.00$ 1,725.00$ Supervisor 24 1,200.00$ 0 -$ -$ 1,200.00$ Mob/Demob 8 400.00$ 1.5 2,250.00$ -$ 2,650.00$ PerDiem NA NA NA NA NA 1,200.00$ 4WD Vehicle NA NA NA NA NA 1,000.00$ Material/Equipment Disposal NA NA NA NA NA 1,500.00$ Subtotal Reclamation Costs NA NA NA NA NA 25,050.00$ USFS Oversight/Management NA NA NA NA NA 1,878.75$ Contingency NA NA NA NA NA 2,505.00$

Total Reclamation Cost 29,433.75$

Notes:a Drillhole abandonment cost assumes two open holesb Water line removal cost assumes main lines and only secondary lines to the two open holesLabor rate of $50/hr was used except for supervisor rate which was set at $75/hrHelicopter rate was $1,500/hrPer Diem estimated at $100/day for three people for 4 days4WD vehicle estimated for a one week rentalUSFS Oversight/Management Estimated at 7.5% of Reclamation CostContingency estimated at 10% of Reclamation Cost

APPENDIX A

Cleopatra Claim List

ORMC# ORMC# ORMC#Cleo # 1 161516 Cleo # 46 161773 Cleo # 91 161818Cleo # 2 161517 Cleo # 47 161774 Cleo # 92 161819Cleo # 3 161518 Cleo # 48 161775 Cleo # 93 161820Cleo # 4 161519 Cleo # 49 161776 Cleo # 94 161821Cleo # 5 161520 Cleo # 50 161777 Cleo # 95 161822Cleo # 6 161521 Cleo # 51 161778 Cleo # 96 161823Cleo # 7 161522 Cleo # 52 161779 Cleo # 97 161824Cleo # 8 161523 Cleo # 53 161780 Cleo # 98 161825Cleo # 9 161524 Cleo # 54 161781 Cleo # 99 161826Cleo # 10 161525 Cleo # 55 161782 Cleo # 100 161827Cleo # 11 161526 Cleo # 56 161783 Cleo # 101 161828Cleo # 12 161527 Cleo # 57 161784 Cleo # 102 161829Cleo # 13 161528 Cleo # 58 161785 Cleo # 103 161830Cleo # 14 161529 Cleo # 59 161786 Cleo # 104 161831Cleo # 15 161530 Cleo # 60 161787 Cleo # 105 161832Cleo # 16 161531 Cleo # 61 161788 Cleo # 106 161833Cleo # 17 161532 Cleo # 62 161789 Cleo # 107 161834Cleo # 18 161533 Cleo # 63 161790 Cleo # 108 161835Cleo # 19 161534 Cleo # 64 161791 Cleo # 109 161836Cleo # 20 161535 Cleo # 65 161792 Cleo # 110 161837Cleo # 21 161536 Cleo # 66 161793 Cleo # 111 161838Cleo # 22 161537 Cleo # 67 161794 Cleo # 112 161839Cleo # 23 161538 Cleo # 68 161795 Cleo # 113 161840Cleo # 24 161539 Cleo # 69 161796 Cleo # 114 161841Cleo # 25 161540 Cleo # 70 161797 Cleo # 115 161842Cleo # 26 161541 Cleo # 71 161798 Cleo # 116 161843Cleo # 27 161542 Cleo # 72 161799 Cleo # 117 161844Cleo # 28 161543 Cleo # 73 161800 Cleo # 118 161845Cleo # 29 161544 Cleo # 74 161801 Cleo # 119 161846Cleo # 30 161545 Cleo # 75 161802 Cleo # 120 161847Cleo # 31 161546 Cleo # 76 161803 Cleo # 121 161848Cleo # 32 161547 Cleo # 77 161804 Cleo # 122 161849Cleo # 33 161548 Cleo # 78 161805 Cleo # 123 161850Cleo # 34 161549 Cleo # 79 161806 Cleo # 124 161851Cleo # 35 161550 Cleo # 80 161807 Cleo # 125 161852Cleo # 36 161551 Cleo # 81 161808 Cleo # 126 161853Cleo # 37 161764 Cleo # 82 161809 Cleo # 127 161854Cleo # 38 161765 Cleo # 83 161810 Cleo # 128 161855Cleo # 39 161766 Cleo # 84 161811 Cleo # 129 161856Cleo # 40 161767 Cleo # 85 161812 Cleo # 130 161857Cleo # 41 161768 Cleo # 86 161813 Cleo # 131 161858Cleo # 42 161769 Cleo # 87 161814 Cleo # 132 161859Cleo # 43 161770 Cleo # 88 161815 Cleo # 133 161860Cleo # 44 161771 Cleo # 89 161816 Cleo # 134 162421Cleo # 45 161772 Cleo # 90 161817 Cleo # 135 162422

Cleo # 136 162423Cleo # 137 162424

Claim List: Cleopatra Claim BlockClaim Claim Claim

APPENDIX B

Individual Drillhole Information

Drill hole

Helipad

H1

CLG020

Main water line


Pump

Flexible hose

Access via Footpath

SB1

Hole Designation CLG0202013 Program number 1LocationGeodeticLatitude 42.0455805 deg NLongitude 123.9162175 deg WElevation 653.63 mState Plane, Oregon South, NAD83Easting 157,024.45 feetNorthing 3,993,504.90 feetElevation 2,144.46 feetScope of WorkPlanned depth 12.2 m

40.0 feetHole diameter 75.7 mm

2.98 inchesMethodologyDrilling method Triple tube core.

Helicopter supportedResource RequirementsGasoline Fuel 8.0 galStored at hole in spill-proof containment (see POO)Water 800 galEquipment list Drill - Saitech Viper

11'x4' metal platformFuel storage containerWater bladder, pipeline, hose

Personnel list Drillers (2)Logging Geologist

Ingress/EgressPersonnel By foot from/to helipad H1Fuel Slung by helicopter to hole

in 5 gallon jerry cans on palletWater Pumped to storage bladder 1

& gravity fed by hose

Fuel Carried by drillers to holein 5 gallon jerry cans from H3

Drill hole

Helipad

H1

Access via Footpath

CLG021

Main water line


Pump

Flexible hose

SB1











Drill hole

Helipad

H1

CLG027

Main water line


Pump

Flexible hose

Access via Footpath

SB1











Drill hole

Helipad

H1

CLG028

Main water line


Pump

Flexible hose

Access via Footpath

SB1




Helicopter supportedResource RequirementsGasoline Fuel 10.0 galStored at hole in spill-proof containment (see POO)Water 1,000 galEquipment list Drill - Saitech Viper







Drill hole

Helipad

H1

CLG029

Main water line


Pump

Flexible hose

Access via Footpath

SB1











Drill hole

Helipad

H1

CLG038

Main water line


Pump

Flexible hose

Access via Footpath

SB1











Drill hole

Helipad

H1

CLG039

Main water line


Pump

Flexible hose

Access via Footpath

SB1











Drill hole

Helipad

H1

CLG058

Main water line


Pump

Flexible hose

Access via Footpath

SB1











Drill hole

Helipad

H1

CLG060

Main water line


Pump

Flexible hose

Access via Footpath

SB1











Drill hole

Helipad

H1

CLG072

Main water line


Pump

Flexible hose

Access via Footpath

SB1











Drill hole

Helipad

CLG088

Main water line


Pump

Flexible hose

Access via Footpath

H1

SB1











Drill hole

Helipad

CLG090

Main water line


Pump

Flexible hose

Access via Footpath

H1

SB1











Drill hole

Helipad

CLG091

Main water line


Pump

Flexible hose

Access via Footpath

H1

SB1











Drill hole

Helipad

CLG092

Main water line


Pump

Flexible hose

Access via Footpath

H1

SB1











Drill hole

Helipad

CLG097

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H2











Drill hole

Helipad

CLG106

Main water line


Pump

Flexible hose

Access via Footpath

H1

SB1











Drill hole

Helipad

CLG107

Main water line


Pump

Flexible hose

Access via Footpath

H1

SB1











Drill hole

Helipad

CLG108

Main water line


Pump

Flexible hose

Access via Footpath

H1

SB1











Drill hole

Helipad

CLG114

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H2











Drill hole

Helipad

CLG122

Main water line


Pump

Flexible hose

Access via Footpath

H1

SB1











Drill hole

Helipad

CLG134

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H2











Drill hole

Helipad

CLG136

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H2











Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H1










CLG138


Drill hole

Helipad

CLG141

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H1











Drill hole

Helipad

CLG142

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H1











Drill hole

Helipad

CLG143

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H1











Drill hole

Helipad

CLG160

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4











Drill hole

Helipad

CLG169

Main water line


Pump

Flexible hose

Access via Footpath

H2 SB2











Drill hole

Helipad

CLG170

Main water line


Pump

Flexible hose

Access via Footpath

H2 SB2











Drill hole

Helipad

CLG171

Main water line


Pump

Flexible hose

Access via Footpath

H2 SB2











Drill hole

Helipad

CLG179

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4











Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4










CLG180


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4











Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 H2 SB2 CLG188










Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 H2 SB2

CLG189










Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 H2 SB2 CLG190










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 SB2 CLG192 H3

Hole Designation CLG1922013 Program number 37LocationGeodeticLatitude 42.02355403 deg NLongitude 123.9296018 deg WElevation 1,012.73 mState Plane, Oregon South, NAD83Easting 149,152.23 feetNorthing 3,989,543.47 feetElevation 3,322.62 feetScope of WorkPlanned depth 3.0 m









Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 SB2 CLG195 H3










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 SB2 CLG200 H4










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 SB2

CLG209

H2










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 SB2

CLG217

H4










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 SB2

CLG218

H4










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 SB2

CLG219

H4










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 SB2

CLG236

H4










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 SB2

CLG237

H4










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 SB2

CLG238

H4










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4 H3

SB3

CLG252










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3

CLG284

H5










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3 CLG285

H5










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3 CLG286

H5










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3

CLG297

H5










Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath


Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3

CLG298

H5

Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath











Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3

CLG299

H5

Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath











Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3

CLG324

H5

Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath











Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3

CLG348

H5

Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath











Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3

CLG350

H5

Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath











Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3

CLG351

H5

Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath











Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3

CLG376

H5

Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath











Drill hole

Helipad

CLG181

Main water line


Pump

Flexible hose

Access via Footpath

SB1

H4

SB3

CLG387

H5

Drill hole

Helipad


Pump

Flexible hose

Access via Footpath

Drill hole

Helipad

Main water line


Pump

Flexible hose

Access via Footpath











APPENDIX C

Material Safety Data Sheets

Drill Additive

MATERIAL SAFETY DATA SHEET

BIO –CUT PLUS

Page 1 of 2

Product Identification

MANUFACTURER’S NAME: Control Chemical (1989) Corporation MANUFACTURER’S ADDRESS: 7016, 30th Street S.E. Calgary, Alberta, Canada T2C 1N9 EMERGENCY PHONE NUMBER: (403) 720-7044 SUPPLIER IDENTIFIER: SUPPLIER’S ADDRESS: SUPPLIER’S EMERGENCY PHONE NUMBER: PRODUCT IDENTIFIER: BIO-CUT PLUS PRODUCT USE:

Hazardous Ingredients of Materials Chemical Identity Concentration CAS#/NA#/UN# LD (50) LC (50) This is not a hazardous or controlled product.

Physical Data for Product PHYSICAL STATE: Liquid ODOUR AND APPEARANCE: Dark brown, distinctive ODOUR THRESHOLD: SPECIFIC GRAVITY: 0.887 VAPOR PRESSURE: Not established VAPOR DENSITY (Air = 1): Not established EVAPORATION RATE: Not established POILING POINT: >300 degrees C FREEZING POINT: -18 degrees C pH: 7.0 – 7.2 DENSITY (g/ml): COEFFICIENT OF WATER / OIL DISTRIBUTION: Not available

Fire and Explosion Hazard of Product CONDITIONS OF FLAMMABILITY: MEANS OF EXTINCTION: Foam, CO2, Dry chemical, water spray FLASHPOINT AND METHOD OF DETERMINATION: 290 degrees C C.C. UPPER EXPLOSION LIMIT (% by Vol): Not available LOWER EXPLOSION LIMIT (% by Vol): Not available AUTO-IGNITION TEMPERATURE: Not available FLAMMABILITY CLASSIFICATION: HAZARDOUS COMBUSTION PRODUCTS: Not available EXPLOSION DATA: Not available SENSITIVITY TO STATIC DISCHARGE: None

Reactivity Data CHEMICAL STABILITY: Stable INCOMPATIBLE MATERIALS: None CONDITIONS OF REACTIVITY: None HAZARDOUS DECOMPOSITION PRODUCTS: If burnt, oxides of sulphur


BIO –CUT PLUS

Page 2 of 2

Toxicological Properties of Product ROUTES OF ENTRY: SKIN CONTACT: Wash with soap and water SKIN ABSORBTION: None EYE: Flush with water for 15 minutes INHALATION: No hazard during normal use INGESTION: Do not induce vomiting, contact physician. Not toxic. ACUTE OVER EXPOSURE EFFECTS: Inhalation: Not hazardous unless burning toxic fumes

possible. Ingestion: Greater than 5000 mg/kg in rats. Eyes: Eye irritation not expected. Skin: No skin irritation or allergic reaction expected.

CHRONIC OVER EXPOSURE EFFECTS: Inhalation: Not hazardous unless burning toxic fumes possible. Ingestion: Greater than 5000 mg/kg in rats. Eyes: Eye irritation not expected. Skin: No skin irritation or allergic reaction expected.

EXPOSURE LIMITS: Not available IRRITANCY OF PRODUCT: Not an irritant SENSITIZATION TO MATERIAL: None CARCINOGENICITY, REPRODUCTIVE EFFECTS: Not available TERATOGENICITY, MUTAGENICITY: Not available TOXICOLOGICALLY SYNERGISTIC PRODUCTS: Not available

Preventive Measures PERSONAL PROTECTIVE EQUIPMENT: Not necessary SPECIFIC ENGINEERING CONTROLS:

LEAK AND SPILL PROCEDURES: Although product is environmentally safe, spills should be contained and wiped up.

WASTE DISPOSAL: Although product is environmentally safe, spills should be contained and wiped up. Dispose according to Federal, Provincial or Municipal regulations. HANDLING PROCEDURES AND EQUIPMENT: None STORAGE REQUIREMENTS: None SPECIAL SHIPPING INFORMATION: Not Regulated.

First Aid Measures SPECIFIC FIRST AID PROCEDURES: Eyes: Flush with water for 15 minutes Ingestion: Do not induce vomiting, contact physician. Not toxic.

Skin: Wash with soap and water

Preparation Date of Material Safety Data Sheet PREPARED BY: Safety Committee PHONE NUMBER OF PREPARER: (403) 720-7044 DATE PREPARED: January 02, 2010 The information contained herein is based on data believed to be reliable, but is presented without guarantee or warranty and Control Chemical (1989) Corporation disclaims any liability incurred from the use thereof.


DD 2000

Page 1 of 1

SECTION I – Product Identification

MANUFACTURER’S NAME: Control Chemical (1989) Corporation MANUFACTURER’S ADDRESS: 7016, 30th Street S.E. Calgary, Alberta, Canada T2C 1N9 EMERGENCY PHONE NUMBER: (403) 720-7044 SUPPLIER IDENTIFIER: SUPPLIER’S ADDRESS: SUPPLIER’S EMERGENCY PHONE NUMBER: PRODUCT IDENTIFIER: DD 2000 PRODUCT USE: Drilling mud – Co-polymer of Acrylamide and Sodium

Acrylate

SECTION II – Hazardous Ingredients of Materials Chemical Identity Concentration CAS#/NA#/UN# LD (50) LC (50) No regulated components. This is not a WHMIS controlled product.

SECTION III – Physical Data for Product PHYSICAL STATE: Solid ODOUR AND APPEARANCE: Granular white solid. Faint odour ODOUR THRESHOLD: Not available SPECIFIC GRAVITY: 0.80 VAPOR PRESSURE: Very low VAPOR DENSITY (Air = 1): Not available EVAPORATION RATE: Not available POILING POINT: Decomposes FREEZING POINT: Not available pH: Not available DENSITY (g/ml): 0.80 COEFFICIENT OF WATER / OIL DISTRIBUTION: Not available

SECTION IV – Fire and Explosion Hazard of Product CONDITIONS OF FLAMMABILITY: Requires a source of ignition, the presence of air, and a

temperature greater than the flash point. MEANS OF EXTINCTION: Use dry chemical, foam, or carbon dioxide. Water may

cause excessive slipperiness FLASHPOINT AND METHOD OF DETERMINATION: No flash point UPPER EXPLOSION LIMIT (% by Vol): Not available LOWER EXPLOSION LIMIT (% by Vol): Not available


DD 2000

Page 2 of 2

AUTO-IGNITION TEMPERATURE: Not available FLAMMABILITY CLASSIFICATION: Not available. Not a controlled product. HAZARDOUS COMBUSTION PRODUCTS: Not available EXPLOSION DATA: Not available SENSITIVITY TO STATIC DISCHARGE: Not available

SECTION V – Reactivity Data CHEMICAL STABILITY: Stable under normal conditions. Hazardous polymerization will not occur INCOMPATIBLE MATERIALS: Avoid strong oxidizing and reducing agents. CONDITIONS OF REACTIVITY: Avoid contamination with reactive substances HAZARDOUS DECOMPOSITION PRODUCTS: Not available

SECTION VI – Toxicological Properties of Product ROUTES OF ENTRY:

SKIN CONTACT: No effects of exposure expected due to contact. Prolonged contact may cause skin irritation or dermatitis in some individuals.

SKIN ABSORBTION: No known hazard due to skin absorption EYE: No effects of exposure expected with the exception of possible irritation

INHALATION: May cause sneezing, slight irritation of nose and throat INGESTION: ACUTE OVER EXPOSURE EFFECTS: CHRONIC OVER EXPOSURE EFFECTS: Skin irritation or dermatitis may occur upon frequent or prolonged contact. EXPOSURE LIMITS: TWAEV = 0.03 mg/m3 (skin) (Ont. Reg. 654/86). IRRITANCY OF PRODUCT: Eye: mild irritant. SENSITIZATION TO MATERIAL: Repeated or prolonged contact may cause sensitization

in some individuals CARCINOGENICITY, REPRODUCTIVE EFFECTS: TERATOGENICITY, MUTAGENICITY: Not available TOXICOLOGICALLY SYNERGISTIC PRODUCTS: Not available

SECTION VII – Preventive Measures PERSONAL PROTECTIVE EQUIPMENT: Chemical goggles, impervious gloves, and protective

clothing as required to prevent contact. Use a mechanical-filter respirator as required to prevent exposure.

SPECIFIC ENGINEERING CONTROLS: General ventilation with a good source of make-up air recommended for all indoor situations


DD 2000

Page 3 of 3

LEAK AND SPILL PROCEDURES: Ventilate area. Wear rubber boots, gloves, and a self -contained breathing apparatus if ventilation is not adequate. Collect into waste container. Avoid raising dust. Wash spill site after material pickup. Water solutions are very slippery. May constitute a hazard following a spill WASTE DISPOSAL: Dispose of waste according to Federal, Provincial, and Municipal regulations. HANDLING PROCEDURES AND EQUIPMENT: Avoid prolonged or frequent contact when handling material. Do not inhale dust or breathe vapor. Wear a NIOSH approved mechanical-filter respirator, if adequate ventilation cannot be provided. Avoid skin or eye contact. STORAGE REQUIREMENTS: Keep container closed when not in use. Store in cool and dry location away from oxidizing and reducing agents. SPECIAL SHIPPING INFORMATION: None

SECTION VIII – First Aid Measures SPECIFIC FIRST AID PROCEDURES: Skin contact: wash exposed area with soap and water. If

irritation or abnormalities persist, call a physician. Eye contact: Immediately flush eyes with water for 15 minutes and call a physician. Inhalation: remove to fresh air. If not breathing, give artificial respiration, preferably mouth-to-mouth. If breathing is difficult, give oxygen. Call a physician. Ingestion: do not induce vomiting. If conscious, dilute by giving two glasses of water. Call a physician immediately.

SECTION X – Preparation Date of Material Safety Data Sheet

PREPARED BY: Safety Committee PHONE NUMBER OF PREPARER: (403) 720-7044 DATE PREPARED: January 02, 2006 The information contained herein is based on data believed to be reliable, but is presented without guarantee or warranty and Control Chemical (1989) Corporation disclaims any liability incurred from the use thereof.

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