HomeMy WebLinkAbout20161669.tiff AFFIDAVIT FROM THE WELD COUNTY CLERK & RECORDER
This will acknowledge receipt of maps and text exhibits for a Technical Revision for an
as yet un-approved Mined Land Reclamation Board Application for a Construction
Materials 112 Regular Permit for the Chavers Mining Resource (Permit No. M-2015-
030). These maps and text exhibits are on file in the office of the Weld County Clerk to
the Board, 1150 "O" Street, Greeley, Colorado, 80631, for public inspection.
Dated this RECEIVED
MAY 2 4 2016
WELD COUNTY c.c
COMMISSIONERS G �..
Weld County Clerk to the Board
RA461ei ; ; i 5/a - 2016-1669
-�- /6'
6.4.4 EXHIBIT D - MINING PLAN
(TECHNICAL REVISION VERSION 1.0, MAY 2016-CONCURRENT
WITH ACTIVE PERMIT APPLICATION APPROVAL)
Mining Description
The Mining Plan is described in this section and correlates with Exhibit C-2 -
Mine Plan Map. Mining is sequenced with designated mining Cells 1-4 as shown
on Exhibit C-2. Mining will be accomplished by the "dry-mining" method. Prior to
excavation below the water table, an approved temporary substitute water supply
plan ("TSSP") from the Colorado Division of Water Resources will have been
obtained for this mining operation.
Mining will employ conventional aggregate mining techniques including the use
of scrapers and backhoes to excavate topsoil, overburden and sand and gravel
and haul trucks to move materials as either backfill or as sand and gravel to be
further processed at the gravel plant site. Sand and gravel processing will be
located onsite and finished materials will be trucked offsite. The mine plan map
shows a fixed gravel plant location with stockpiles on the south-eastern edge of
the site for the entire life of the project other than for a short period where this
location will be mined (6 months). This location is out of the newly designated
DRAFT (as yet without final approval by FEMA) location of the Floodway of the
South Platte River in this area, but is still in the Floodplain. Alternatively, ASCI
may choose to utilize totally mobile equipment for processing and stockpiling of
sand and gravel. This equipment is tracked or on wheels and can be easily
moved to another location or from the site entirely. A Floodplain Use Permit has
been obtained from the designated Floodplain Administrator from the City of Ft.
Lupton for mining in this location. All river banks on the east side of the South
Platte River on this site and further onto the point bar at the western edge of the
site are heavily rip-rapped with large chunks of concrete. Flooding in this area of
the South Platte River in September 2013 and again in May 2015 did not affect
this property.
Earthwork
Earthwork will generally occur as indicated in Table 6.4.4-1. Sand and gravel
extraction will follow stripping of areas of each mining Cell. Reclamation will
occur concurrently wherever possible.
May 2016 Chavers Mining Resource
Regular 112 Permit Application
"Active" Technical Revision Text
6.4.4 EXHIBIT D — MINING PLAN
Table 6.4.4-1. Earthwork Table
VOLUME OF
SEQUENCE OPERATION OPERATION STOCKPILE STOCKPILE
NUMBER CELL LOCATION [yd3]
1. Strip West 1/2 Cell 1 East 1/2 Cell -73,200*
Overburden 1
2. Strip East 1/2 Cell 1 None None
Overburden (direct
/Backfill Oil & replacement)
Gas Area
3. Strip North 1/2 Cell 2 East 1/2 Cell 70,300*
Overburden 2
4. Strip South 'A Cell 2 None None
Overburden/ (direct
Backfill Oil & replacement)
Gas Area
5. Strip East 1/2 Cell 3 East 1/2 Cell -10,000
Overburden 2
6. Strip West 1/2 Cell 3 None None
Overburden (direct
/Backfill Oil & replacement)
Gas Area
7 Strip West '/2 Cell 4 East 1/2 Cell -10,000
Overburden 2
8. Strip East 1/2 Cell 4 None None
Overburden (direct
/Backfill Oil & replacement)
Gas Area
`Maximum stockpile occurring at any one time
May 2016 Chavers Mining Resource
Regular 112 Permit Application
"Active" Technical Revision Text
6.4.4 EXHIBIT D — MINING PLAN
Water Diversions
Water diversions within the mining pit will include pumping groundwater from a
collection sump within the pit before discharging to the South Platte River to the
west of the permit area. Dewatering trenches leading to the sump will be cut into
the claystone to drain the alluvial sand and gravel deposit to be mined. Plant
wash water will be obtained from an existing permitted alluvial well on the
property owned by the applicant that is outside of the perimeter of the mining pit.
Wash plant water is recycled in a continuous loop and will only need to be
occasionally supplemented with the alluvial groundwater from the well.
Timetable and Size of Mining Areas
The mining operation is expected to last for approximately 7-9 years, however,
this could vary depending upon market conditions. The approximate size of
areas to be worked at any one time correlates to the size of the mining Cells
shown on Exhibit C-2. Table 6.4.4-2 shows the mining Cell size and the
approximate timetable for working each Cell.
Table 6.4.4-2. Mining Timetable
MINING CELL APPROXIMATE AREA TO APPROXIMATE
BE WORKED AT ANY ONE TIMETABLE
TIME [acres] [years]
Cell 1 23 2-3
Cell 2 27 3-4
Cell 3 4 0.5-1
Cell 4 4 0.5-1
TOTAL 58 7-9
Nature of the Deposit
The average overall total overburden thickness is approximately 3.5 to 4.0 ft. Of
that overburden, a large portion of the proposed permit area contains two types
of topsoil that vary from within 6" to 24" in depth. Much of this soil has been
overgrazed and compacted. The majority of this topsoil is in the range of 12" to
24" in depth. This covers at least 50 acres of the site, except for the steeper area
on the very eastern/south-eastern edge of the permit area. This topsoil will be
stripped by scrapers and segregated from the underlying overburden and placed
into separate stockpiles as shown on the mine plan (C-2) prior to overburden
removal and stockpiling by the same method. All topsoil and overburden
stockpiles will be vegetated with a temporary cover crop/seed mix if remaining for
more than one year in an undisturbed state.
The sand and gravel deposit to be mined varies in thickness, with an average
thickness of approximately 28 ft. It varies from sandy lean clay in the upper
May 2016 Chavers Mining Resource
Regular 112 Permit Application
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6.4.4 EXHIBIT D — MINING PLAN
zones, to coarse clayey sand and sand with gravel nearer the bedrock. The
gravel typically found in this area has a history for being processed into high-
quality concrete aggregates and other aggregate construction materials.
The underlying strata on the property is a claystone bedrock.
Commodities
The primary commodity is sand and gravel to be used for the construction
industry. There are no incidental commodities.
Explosives
No explosives will be used for the mining operation.
May 2016 Chavers Mining Resource
Regular 112 Permit Application
"Active" Technical Revision Text
6.4.5 EXHIBIT E — RECLAMATION PLAN
Overall Description
All areas adjacent to oil and gas wells will be backfilled to a radial distance of 200 ft.
within 2 weeks of excavation. A Surface Use Agreement (SUA) has been signed and
put into place with Anadarko Petroleum for this permit area in October 2008 which
outlines the responsibilities with respect to land uses for both Anadarko and ASCI,
including backfilling. Major reclamation operations will backfill pit slopes from 1H:1V
V
with a clay liner at 1.5H :1V and with final controlled overburden backfill at 3H:1V. The
pit will be reclaimed as a clay-lined water-storage reservoir with rip-rapped slope
protection placed on the reservoir slopes to 10 ft. below the normal pool elevation.
All affected areas above the normal pool elevation of the reservoir will have overburden
soil replacement, topsoil replacement and be re-vegetated with native vegetation
followed by a weed control program. Exhibit F- Reclamation Plan Map shows final
grading and soiled/ re-vegetation areas.
The largest overburden stockpiles to occur at any one time (not including finished
construction material) shall be approximately 70,000 yd3.
Reclamation Earthwork
Reclamation earthwork will occur concurrently with mining where possible. Oil & gas
operation areas are to be backfilled in a timely fashion as noted above and as specified
by the SUA. Reclamation earthwork and operations will generally follow the sequence
specified in Table 6.4.5-2, however variations to the sequence may occur depending
upon operational constraints. Reclamation will begin following completion of mining of
the western 1/2 of Cell 1 and reclamation activities will backfill the oil & gas operation
area in the West 1/2 of Cell 1 with stockpiled overburden from the East 1/2 of Cell 1.
Following completion of mining of the East 1/2 of Cell 1, the oil & gas operations area in
the East 1/2 of Cell 1 will be backfilled with overburden from the East 1/2 of Cell 1 and
stockpiled overburden. Following mining of the South 1/2 of Cell 2, the oil & gas
operations area in the South 1/2 of Cell 2 will be backfilled with overburden from the
stockpile located in Cell 2. Following mining of the East % of Cell 3, the oil & gas
operations area in the East 1/2 of Cell 3 will be backfilled with overburden from the West
1/2 of Cell 3 (direct replacement) and overburden from the stockpile located in Cell 2.
The gravel plant will be relocated to the pit floor of Cell 3 to complete mining in Cell 4.
Following mining of the West 1/2 of Cell 4, the oil & gas operations area in the West 1/2 of
Cell 4 will be backfilled with overburden from the East 1/2 of Cell 4 (direct replacement)
and overburden from the stockpile located in Cell 2. Following backfilling of the oil &
gas operation area in Cell 4, construction of the clay liners will occur around the
perimeter of the pit following all mining and concurrent reclamation activities for each
lined cell and prior to final controlled backfill on top of the clay liner with stockpiled
overburden located in Cell 2.
May 2016 Chavers Mining Resource
Regular 112 Permit Application
"Active" Technical Revision Text
6.4.5 EXHIBIT E — RECLAMATION PLAN
Table 6.4.5-2. Reclamation Earthwork Table
SEQUENCE OPERATION TIMING BORROW EARTHWORK
NUMBER SOURCE VOLUME [yd3]
1 Backfill Oil & Following Stockpile -60,000
Gas Completion of Located in
Operations Mining the
Area in West West IA of East 1/2 of
'/2 of Cell 1 Cell 1 Cell 1
2. Backfill Oil & Following Overburden 60,000*
Gas Completion of From the
Operations Mining the East 1/2 of
Area in East IA East IA of Cell Cell 1 (direct
of Cell 1 1 replacement)
& Stockpile
in Cell 1
3. Backfill Oil & Following Overburden -43,000
Gas Completion of From the
Operations Mining the
Area in Cell 2 South IA of Stockpile in
Cell 2 Cell 2
4. Backfill Oil & Following Overburden -47,672
Gas Completion of From the
Operations Mining the West 1/2 of
Area in East 1/2 East 1/2 of Cell Cell 3 (direct
of Cell 3 3 replacement)
& Stockpile
in Cell 2
5. Backfill Oil & Following Overburden -29,470
Gas Completion of From the
Operations Mining the East 1/2 of
Area in West West 1/2 of Cell 4 (direct
1/2 of Cell 4 Cell 4 replacement)
& Stockpile
in Cell 2
Backfill Slopes Following all Stockpile -57,998
6. From 1.5:1 to mining and Located in
3:1 clay liner Cell 2
construction
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6.4.5 EXHIBIT E — RECLAMATION PLAN
7 Replace Following final Stockpiles in -20,000
topsoil from 1 grading Cells 1, 2
to 1.5 ft. depth
8. Seed and Following soil
implement replacement
weed control
*Maximum stockpile occurring at any one time
Clay Liner Construction
Following backfilling of the oil & gas operation area in Cell 4, construction of the clay
liners will occur around the perimeter of the pit following all mining and concurrent
reclamation activities for each lined cell and prior to final controlled backfill on top of the
clay liner. Clay material will be moisture conditioned, stripped from the pit floor and
placed in lifts surrounding the perimeter of the mined-out pit areas. Clay volumes are
given in Table 6.4.5-2. The clay liner geometry is shown on Exhibit F-Reclamation Plan
Map, Sheet 2. Clay material will be compacted in 9 in. lifts to 95% dry density and at or
up to 2% greater than the optimum moisture content. This compaction criteria will also
be achieved for the clay liner keyway at a depth of 5 ft. below the reservoir bottom.
Costs to construct the clay liner are given in Exhibit L- Reclamation Costs.
Table 6.4.5-2. Clay Liner Volumes
Mining Cell Volume [yd3]
Cell 1 135,489
Cells 2, 3, 4 187,103
Topsoil Replacement
May 2016 Chavers Mining Resource
Regular 112 Permit Application
"Active" Technical Revision Text
6.4.5 EXHIBIT E - RECLAMATION PLAN
Stockpiled topsoil will be placed to a minimum depth of 1.0 ft. on all affected areas
above the normal pool elevation of the reservoir. The total area to undergo overburden
soil replacement is 14 acres and the total topsoil replacement volume is approximately
20,000 yd3 . This includes the edges of the reservoir and all oil and gas operations
areas where backfilling occurred. Topsoil replacement will occur sequentially just after
backfilled overburden placement wherever possible to allow for mining under topsoil
and overburden stockpiles.
Seeding and Fertilizing
Currently, the entire pit area is used for dryland pasture and is over-grazed.
The proposed seeding areas are shown on Exhibit F — Reclamation Plan Map. The
recommended seeding method is by drill and seeding rates assume this method. The
species composition of the seed mixture recommended for reclamation is shown in
Table 6.4.5-2 below.
Table 6.4.5-2 Recommended Seed Mixture
Species (Variety) Rate- pure live Native/ W/C Cost
seed(pis) Introduced Season pls/ac
lbs/ac
Thickspike wheatgrass 8.0 to 10.0 Native Cool $11.70
(Critana)
Sideoats grama (Vaughn) 5.0 to 7.0 Native Warm $7.25
Switchgrass (Nebraska-28) 4.0 to 6.0 Native Warm $5.00
Alfalfa (Nomad) 3.0 to 5.0 Introduced NA $1.90
TOTAL 20.0 to 28.0 $28.85
Based on this seed mixture, an application rate of approximately 20.0 to 28.0 pls/ac will
be used. Soil will be disked prior to seeding. It is recommended that fertilizer be
utilized in conjunction with seeding. A standard application of fertilizer will be used and
applied at a rate of 250 lbs/ac. The total area to be seeded is approximately 14 acres.
The total area to be fertilized is approximately 14 acres. Seeding and fertilizing will be
completed as soon as possible after the overburden soil is backfilled, smoothed to
conform to the reclamation topography, and topsoil is placed and finally disked. Optimal
periods of seeding are in the fall (after November 1st) or in the spring from late March
up to April 30th. Mulching will not be completed, as the quality topsoils and availability of
water should facilitate the rapid establishment of perennial grasses.
Following revegetation, weed management strategies will be implemented to facilitate
and achieve native grassland. Years 1 thru 5 following revegetation will include an
May 2016 Chavers Mining Resource
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6.4.5 EXHIBIT E — RECLAMATION PLAN
aggressive mowing program to prevent the growth and establishment of weeds,
specifically, eight noxious weeds including: Canada thistle (Cirsium arvense),
Dalmation toadflax (Linaria dalmatica), diffuse knapweed (Centaurea diffusa), leafy
spurge (Euphorbia esula), musk thistle (Carduus nutans), Russian knapweed
(Centaurea repens), spotted knapweed (Centaurea maculosa) and Yellow toadflax
(Linaria vulgaris) as mandated by Colorado State Law (35-5.5CRS1990, 1996). If
needed, herbicide application will be applied to further control these weeds. Herbicides
will also be used to control saltcedar (Tamarix spp.) if it becomes established in the
reclaimed area. Table 6.4.5-3 presents recommended herbicides, application rate, and
time of application for each of the 9 species. It may be necessary to replant treated
areas.
Alternative Reclamation Plan
There is no alternative reclamation plan.
May 2016 Chavers Mining Resource
Regular 112 Permit Application
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6.4.7 EXHIBIT G —WATER INFORMATION
Groundwater
The gravel layer to be mined is an alluvial aquifer with an average saturated thickness
of 23-25 ft. Groundwater occurs at an average depth of 7-9 ft. below ground surface in
the local area. The direction of groundwater flow is generally from the south-southeast
to the north- northwest but can more closely parallel the flow of the river during high-
flow periods in the spring and summer. Groundwater discharges to the South Platte
River.
The proposed mining project will utilize heavy equipment to remove and stockpile
topsoil and overburden into separate stockpiles prior to excavating into the sand and
gravel to mine and process that aggregate material. This activity will expose alluvial
groundwater which will be pumped from trenches and a sump to the South Platte River
prior to actual mining in order to mine the deposit by the "dry mining" method. Relatively
continuous pumping will be needed to keep the in-place aggregate de-watered. All
depletions to the river have been accounted for in a Temporary Substitute Water Supply
Plan (TSSP), which was filed with the Colorado Office of the State Engineer (OSE) in
April of 2016 and all technical aspects of the TSSP have been approved as of May 12,
2016. The OSE reviewer is only waiting on the approved bonding for the clay liner from
the DRMS and a signed lease with the City of Aurora for supply of the augmentation
water for the plan in order to give ASCI complete approval for the TSSP.
Small amounts of process water required for a wash plant will be obtained from an
existing alluvial well located near the southeast corner of Cell 2 (to the exterior of the
mining pit) during most of the life of the mining operation. This well has been re-
permitted as a commercial well form an agricultural well as part of the TSSP approval.
Dry mining within an open pit will cause localized drawdown of the alluvial aquifer
surrounding the mining excavation on the north, south and east sides of the permit area.
However, there are no alluvial wells on the properties in these locations that would be
negatively impacted by drawdown of the alluvial aquifer.
The reclaimed clay-lined reservoir will create an impediment of sorts to the current
unrestricted flow of groundwater to the South Platte River in the immediate area.
However, there are no alluvial wells or below-grade structures nearby that would be
negatively impacted by groundwater effects caused by the clay liner. This would mean
drying-up of an alluvial well in the groundwater "shadow" of the clay liner or flooding of
basements by "mounding" of groundwater in the up-gradient area of the clay liner.
southeast. The property to the south is vacant and is owned by the City of Aurora for
future expansion of large alluvial wells near to the river as part of their Prairie Waters
project. If mounding were to occur up-gradient from the Chavers clay liner, Aurora's
alluvial well pumping would not be negatively impacted and in fact, would probably
enhance their pumping needs. Aurora has written a letter of concurrence to this fact
and has stated that the city has no issue with potential mounding of the alluvial
groundwater on their property to the south and its effect on their future production wells
on this property. That letter is contained within the DRMS file for this permit application.
The land to the north and west would not be impacted at all.
May 2016 Chavers Mining Resource
Regular 112 Permit Application
"Active" Technical Revision Text
6.4.7 EXHIBIT G —WATER INFORMATION
A slope stability study was performed by Weiland, Inc. at the request of the Colorado
Dept. of Transportation (CDOT) and submitted in February 2016 to them to quantify the
potential negative effects (slope failure) caused by extraction of the sand and gravel
adjacent to US-Hwy. 85 on the east side of the permit area. As part of the review by
CDOT and responses to that review, and changes to the original study in a revised
study completed in April 2016, groundwater monitoring wells will be installed for this
operation, particularly due to the post-mining reservoir construction with a clay liner.
CDOT has approved of the findings of the slope stability study and ASCI has agreed to
the installation of the monitoring wells due to potential groundwater "mounding" up-
gradient of the clay liner which could negatively impact the structural stability of US-85.
The agreement with CDOT (as evidenced by a signed structure agreement submitted to
the DRMS) requires that ASCI maintain a 50 ft. mining setback from the westerly CDOT
ROW boundary along US-85. This setback is shown on both Ex. C-2 and Ex. F-sheet 1
submitted with this Technical Revision.
ASCI commits to installing four groundwater monitoring wells (within 45-days of DRMS
approval of this permit), two of which will be within the 50 ft. setback along US-85 and
two of which (one each) will be in the north and south setback areas of the permit area.
These locations are shown on both Ex. C-2 and Ex. F-sheet 1 submitted with this
Technical Revision. Well completion records will be submitted to the DRMS. Baseline
well measurements will be taken monthly after installation of the wells for one year and
the results submitted to the DRMS with the annual report for this permit. Thereafter,
measurements will be taken quarterly and the results will be submitted with the annual
report. ASCI commits to establishing a "trigger" groundwater elevation of 3 ft. above the
normal, pre-mine static water level (SWL) on this site of 8 ft., equating to a SWL of 5 ft.
below the undisturbed, pre-mine ground surface within the setback. At that groundwater
elevation, ASCI commits to relieving the groundwater mounding caused by the clay liner
by installing a French Drain at an as-yet determined elevation located within the setback
area in order to drain mounded groundwater to the north to the South Platte River.
Surface Water
The nearest major watercourse is the adjacent South Platte River, which flows from the
south to the north. Mine dewatering effluent and any incidental build-up of water interior
to the site from precipitation will be discharged to the South Platte River. Prior to any
discharge activity to the South Platte River, the operator will obtain a Colorado
Discharge Permit System (CPDS) discharge permit. That permit has been approved as
of April 25, 2016.
May 2016 Chavers Mining Resource
Regular 112 Permit Application
"Active" Technical Revision Text
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