Five Mines Project

Five Mines Project

The Five Mines Project was completed from 2003-2006 at a cost of $193,637. Read more about the different phases below

Four abandoned mine sites and one mill site were selected for clean-up activities in 2003. The sites were selected because they were potential sources of non-point loading of metals, acid, and sediments to Willow Creek and/or its tributaries. The WCRC established voluntary cooperation with the owners and agencies involved with these sites. These sites were not major contributors of metals to Willow Creek, but reclamation was straightforward and should result in measurable improvement to water quality.

As part of the Willow Creek Watershed Reclamation Project, the Willow Creek Reclamation Committee completed reclamation of five different mine sites:

  • Phoenix Park Mine
  • Phoenix Park Mill
  • Gormax Mine
  • Midwest Mine
  • Park Regent Mine

Willow Creek’s aquatic and riparian habitat were improved and restored through the implementation of Best Management Practices (BMPs), reducing pollutant loading from the five mine sites. The BMPs utilized at the various mine sites included: run-on/run-off controls, soil amendment and revegetation, waste material consolidation and regrading, stream diversion, waste material cementation, and waste material capping. The different BMPs continue to be monitored for effectiveness and stability, and provide guidance through successful demonstration for future project planning.

Following reclamation activities, all sites had to be revegetated according to the revegetation specifications.

PHOENIX PARK MINE

PARTNERS: WCRC, CDRMS, USFS, CDPHE
TOTAL COST: $ 19,020.00

Prospector Charles Nelson initially located the Phoenix Mine, just north of the Solomon Mine along the Holy Moses Vein in 1890. Exploration of the mine proved to be unprofitable by a series of owners, and the Phoenix Mine was not mined until 1951. Then the Outlet Mining Company purchased the mine and began processing $500,000 of ore before it was exhausted in 1956. Extensive underground exploration for further ore bodies continued for a year or two afterward to no benefit, the Outlet Mining Company then abandoned the mine permanently.

To divert run off around the waste piles and stop accumulation of metals before entering East Willow Creek, a diversion ditch 175 feet long was constructed in 2003 from the uphill drainage to the south side of the piles. The diversion ditch was then lined with filter fabric and riprap, providing wider areas for flow entry at the top end and energy dissipation at the bottom. The areas disturbed during ditch construction were seeded, fertilized, and mulched in 2004. WCRC was able to reclaim 0.17 acres in total through this management practice. Today, the area is recovering quickly with hearty growth of grasses and trees.

The waste rock pile of the Phoenix Mine is located in an ephemeral drainage. There is visual evidence that the pile has eroded following thunderstorms. The outslopes of the mine waste are at the angle of repose, and the natural slopes are also very steep. Some access improvement will be necessary.

The drainage will be diverted to south side of the waste rock pile by the construction of a diversion ditch. The diversion ditch will be approximately 175 feet long and will divert run-on drainage to the south onto a vegetated slope.

The diversion ditch must be a final depth of three feet with 2h:1v side slopes and a bottom width of two feet. The ditch will have to be over-excavated to allow placement of riprap. Riprap must be a minimum of one foot in diameter in its smallest dimension. The riprap must be placed over filter fabric. The filter fabric must extend a minimum of 6” beyond the top of the ditch. Riprap must be placed close together to minimize spaces between the individual rocks. Some hand placement will be necessary. All the spaces between rocks must be filled with soil excavated from the ditch.

The inlet to the ditch must extend a minimum of 8 feet to both sides of the existing drainage. Riprap a minimum of one foot in diameter in its smallest dimension must be placed in an area 10 feet wide and 10 feet long below the outlet as an energy dissipater and to allow the drainage to spread out over the vegetated slope below.

PHOENIX PARK MILL

Partners: WCRC, CDRMS, USFS, CDPHE (NPS)
Total Cost: $36,910.00

The Phoenix Park Mill, constructed in the late 1960’s, is believed to have been built as a washing plant for ore that came from the Solomon Mine. Similar to a sand and gravel operation, the washing plant was designed to remove the abundant clay associated with the ore. Gold, silver, zinc, lead, and cadmium are some of the metals that were milled the Phoenix Park Mill. In 1971, milling operations ceased on the site, after the Solomon was abandoned, with about five acres of tailings and waste rock material remaining on the property.

In 2003, the U.S. Forest Service, in partnership with the Willow Creek Reclamation Committee, the Colorado Non-point Source Program, and the Colorado Division of Mining Reclamation and Safety, reclaimed about 2.5 acres at this site. Approximately 3,200 cubic yards of tailings were consolidated and covered, and native soil embankments were graded into the ponds to create positive drainage from the site. A combination berm and ditch was constructed to direct drainage away from the depression and down the road. The disturbed areas were seeded, fertilized, and mulched in 2004. Several large boulders were placed at the southern boundary of the property to prevent vehicular access and improve revegetation success. In 2005, the site was treated with mushroom compost to provide additional organic material necessary for plant growth on the site, since the first seeding in 2004 did not take successfully. The final treatment in 2005 was very successful.

The Phoenix Park Mill Tailings site consists of two separate ponds containing mill tailings. Below the lower tailings pond is a decant structure consisting of a concrete bunker and flow valve. The preferred reclamation method for the Phoenix Park Mill Tailings is to cap in-place.

Prior to earthwork, the pipe leading from the lower tailings pond and the decant bunker must be sealed by filling the upper end with one bag of sand and cement mix or refusal. The concrete mixture must have a high slump (6-8”). The concrete bunker must be removed and the concrete placed inside the lower tailings pond. Following removal of the bunker, the decant pipe must have a cap welded onto the end. The cap must be welded continuously around the pipe. Once the cap is welded, the bunker area must be graded to conform to the surrounding topography.

The mill tailings in the upper pond have been measured to be approximately 4-5 feet in depth. These tailings will be graded into the lower pond after removing and stockpiling the embankment between the ponds. The top one foot of the soil material underlying the mill tailings will also be removed and placed on top of the consolidated mill tailings. Approximately 3,200 cubic yards of mill tailings and underlying soil must be moved.

Following consolidation of the mill tailings, the embankments will be graded into the ponds. The final graded surface must have positive drainage from the site. The material must also be graded to the top of the existing cuts on the western side of the ponds. Trees on the east side of the ponds must not be disturbed. The soil in the east embankment must be removed using an excavator or other piece of equipment that will not disturb the trees adjacent to the embankment. There are areas in the embankment that currently do not support vegetation. In general, these areas are lighter in color and contain more rock. The light colored, rocky materials must be placed over the consolidated mill tailings and/or at least one foot below the final fill surface. The remaining soil material must then be placed over the light colored material. The estimated volume of material in the embankments that must be moved is 8,200 cubic yards.

Following regrading, a berm must be constructed along the road adjacent to the ponds to direct drainage away from the regraded surface. The berm must be a minimum of two feet in height with 2h:1v side slopes. As an alternative, a combination berm and ditch can be constructed. The ditch must be a minimum of one foot in depth and the berm must be one foot in height. The side slopes of the ditch and berm must be a minimum of 2h:1v.

GORMAX MINE

The mine drainage from the Gormax Mine currently flows over the top of the mine waste pile, and infiltrates through the pile. Based upon analysis of this pile, the mine drainage probably leaches additional metal from the mine waste. A diversion ditch a minimum of two feet in depth with minimum side slopes of 2h:1v must be constructed to divert the drainage to the north side of the mine waste pile. In addition, the drainage from the access road has been observed to flow onto the waste pile. To prevent this, a swale one foot in depth with 8h:1v side slopes must be constructed to divert the water to the south side of the waste pile. The material removed to create the swale must be placed on the pile. Any disturbed areas must be revegetated according to the revegetation specifications.

The Gormax waste rock pile is partially vegetated. To reduce erosion and leaching of metals from the waste pile, the outslope of the pile will be revegetated. The outslope of the pile is at the angle of repose. The entire outslope will be seeded, fertilized, and mulched following the above Revegetation Specifications:

Following seed and fertilizer application, the surface must be hand raked to cover the seed. Mulch must be crimped into the waste rock by hand methods.

MIDWEST MINE

The Midwest Mine was a late addition to the Creede Mining District; in 1923 the Midwest Mining Company began working on extracting minerals from the claim. Within two years miners had cleared out the Midwest Tunnel and blasted underneath the ore body suspected by above ground investigation. The ore they did find proved to be unprofitable and by 1925 the Midwest Mining Company had stopped operations. In 1968 the New Midwest Mining Company had acquired the mine and installed a surface plant, a shop with power appliances and an upgraded rail line complete with a diesel locomotive. The mine was sold to other investors who sought profit from the mine, but was abandoned in 1984.

When abandoned the historic remnants of the Midwest Mine had been erased. Buildings, rail lines and waste piles remain from the large investment the New Midwest Mining Company. The Willow Creek Reclamation Committee focused on reducing the heavy metal loading to Nelson Creek from the Midwest Mine by moving and consolidating leftover mine waste. A large trench was excavated near the collapsed portal and filled with the waste rock. The waste rock was then capped with the excavated material, amended with limestone and mushroom compost and seed was incorporated into this new soil. In addition to these strategies, French drain pipes were installed to capture water coming in off the roadway. The pipes were laid to discharge water below the waste piles and away from the creek.

Finally, the area where waste rock had been was covered with limestone, top soil and mushroom compost to promote growth of the seed mix that followed. The final step on this project was to lay weed free mulch and then crimped into the soil to ensure good seed/soil contact and to retain water moisture.
Reclamation at the Midwest Mine will include consolidation and capping of the scattered mine waste, and miscellaneous hydrologic controls. The road adjacent to the mine leading to East Willow Creek also contains some mine waste. This area will be covered with fines from the excavated disposal area after lime application. There are several buildings and a trestle at the mine that must not be damaged by construction.

Approximately 2,100 cubic yards of mine waste will be deposited in a trench/cut located near the collapsed portal of the mine. The trench must be excavated, and the excavated material must be stockpiled in a location designated by the project manager. The trench shall extend from the ventilation building to approximately 50 feet east of the portal structure. The ventilation building will be demolished or moved to facilitate construction of the disposal area. Care must be taken during construction to not damage the exposed portion of the portal structure and the core shack. A mine closure monument is located north of the ventilation building at a backfilled portal. This monument must be removed and replaced following placement of the mine waste and soil cap.

The project manager will stake the boundaries of the disposal area. It is estimated that approximately 1,400 cubic yards of material will be removed in the disposal area. The disposal area will be excavated to the existing level of the bench between the buildings. A small portion of the excavated material will be place in a pond on the east side of the Nelson/East Willow Creek road across from the lower bench of waste rock. The entire area between the ventilation building and the portal structure can be excavated. However, the portion from the portal structure, east, must be excavated as a trench. The cut slope shall not have a slope steeper than 1h:2v. A portion of the partially collapsed, timbered entry will be excavated. This will expose the underground workings. The underground workings must be backfilled with mine waste for a minimum of 15 feet from the north boundary of the excavation.

Following excavation of the disposal area, approximately 2,100 cubic yards of mine waste will be consolidated in the excavated area. Approximately 900 cubic yards will be moved from the lower bench and1,200 cubic yards from the middle bench. The mine waste at the trestle area will not be moved. Approximately 100 cubic yards of mine waste located adjacent to Nelson Creek will be consolidated with the mine waste under the trestle to reduce the slopes. It is acceptable to construct the disposal area in stages to reduce double handling of the cover material. The mine waste must be capped with a minimum of two feet of excavated soil. The fill height/final grade must conform to the adjacent existing undisturbed slopes. Any excess material excavated from the disposal area must be spread evenly throughout the mine waste removal area.

Approximately 1 acre of disturbed area will be revegetated per revegetation specifications.

Limestone will be added to the mine waste disposal area and the undisturbed mine waste to reduce metals leaching from the site. Approximately 40 tons of minus 40 mesh limestone with a minimum of 90% CaCO3 equivalent will be uniformly spread over the removal area and the exposed mine waste prior to topsoil placement. Limestone must be spread inside the track/trestle by hand methods.

Approximately 400 feet of roadway was constructed with mine waste from the Midwest Mine. Hydrated lime or cement kiln dust must be placed on the road surface, and then the lime/kiln dust must be covered with fine material excavated from the disposal area. Five tons of cement kiln dust or 2.5 tons of hydrated lime is required. The lime/kiln dust must be covered with six inches of soil material. The lime/kiln dust must be wetted prior to application of the soil material.