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Article 4-203.G
Impact Analysis
Ursa Operating Company LLC
Speakman A Injection Well
OA Project No. 013-3151
760 Horizon Road, Suite 102 TEL 970.263.7800
Grand Junction, CO 81506 FAX 970.263.7456 www.olssonassociates.com
Article 4 – Impact Analysis
Ursa Operating Company LLC
Speakman A Injection Well
SECTION 4-203.G. IMPACT ANALYSIS
1. Adjacent Land Use
The adjacent uses within a 1500 foot radius of the site primarily consist of agricultural
activities, natural gas extraction, public lands, and open space for a PUD (see Adjacent
Uses Map). The proposed use is consistent with existing uses in the surrounding area.
These uses will not be adversely impacted by construction and operation of the injection
well as it will be drilled on an existing natural gas well pad. There are rural zone district
residences to the west and north of the proposed injection well.
2. Site Features
The site is located on private lands located approximately 0.75 miles southwest of
Battlement Mesa, Colorado, off of County Road (CR) 300 in the NE ¼ of the SW ¼ of
Section 24, Township 7 South, Range 96 West of the 6th
P.M. Access to the site is via
Daybreak Drive off of CR 300. The project site encompasses approximately 4.6 acres at
an elevation of 5,183 feet. No geologic hazards have been mapped by Garfield County in
this area, and no faults or other hazards are evident on the Geologic Map of Colorado.
Native vegetation near the pad site is consistent with sagebrush communities and pinyon/
juniper woodlands that occur in the Colorado River valley corridor. Below the site, much
of the area is pastureland that leads into a riparian plant community.
No significant natural features are located in close proximity to the project area. As a
result of applying engineering design criteria, detailed in the accompanying drawings,
implementation of stormwater best management practices (BMPs), and Ursa’s industry
BMPs, the facility will not affect the surrounding vegetation and water resources.
3. Soil Characteristics
The Natural Resources Conservation Service (NRCS) Soils Map shows the area soil
types. Soils consisting of the following units are within the study area around Speakman
Pad A UIC well:
Potts Loam, 6 to 12 % slopes, Map Symbol 56: The Potts loam is a deep, well drained,
moderately sloping to rolling soil found on mesas, benches, and the sides of valleys at
elevations between 5,000 feet and 7,000 feet. The soil formed in alluvium derived
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from sandstone, shale, or basalt. Permeability is moderate, and the available water
capacity is high. Community and recreational development are limited by low strength,
shrink/swell potential, and slope. Dwellings and roads can be designed to overcome
these limitations.
Potts Ildefonso Complex, 12-25% slopes, Map Symbol 58: The Potts Ildefonso
complex are described as strongly sloping to hilly soils that are found on mesas,
alluvial fans, and the sides of valleys at elevations ranging from 5,000 feet to 6,500
feet. The Potts soils are as described above, while the Ildefonso soil formed in strongly
calcareous, basaltic alluvium, with small amounts of eolian material. The unit is deep,
and well drained. The Ildefonso soil typically has a stony surface layer of brown loam,
while the underlying material is white, calcareous, and very stony. Permeability is
moderately rapid, surface runoff is medium, and the erosion hazard is moderate.
Community and recreational development is limited by low strength, shrink/swell
potential and very steep slopes.
The Potts soil makes up approximately 60% of the unit, and the Ildefonso soil makes about
30% of the unit, with the Morval and Lazear soils making up the remaining 10%. The
Morval soils are at higher elevations, and the Lazear soils are shallow and are found on
ridge crests and steep mountain sides.
4. Geology and Hazard
For a full report of the Geology and Soils Hazards, see the Geologic Hazard Report
included in this submittal. The Speakman Pad A UIC well pad Site is located in the
southeastern part of the Piceance Basin. The Piceance Basin is an irregularly-shaped
elongated basin formed by tectonic forces associated with the Laramide orogeny. These
forces down warped the earth’s crust and formed the Piceance Basin as a result of the
uplift of the surrounding Colorado Rocky Mountains and the Colorado Plateau.
The Piceance Basin is the major structural geologic feature in the region. It is bound to
the east by the Grand Hogback monocline, the White River Uplift to the northeast, the
Gunnison Uplift to the south, the Uncompahgre Uplift to the south and southwest, the
Douglas Creek Arch to the west-northwest, and the axial basin uplift to the north.
Sedimentary rocks in the southwestern Piceance Basin gently dip to the north – northeast
except where this regional dip is interrupted by low-amplitude folds. Numerous small
subparallel northwest trending folds have been identified in the Green River Formation
within the basin. The Divide Creek and Wolf Creek anticlines are two gentle, north-
northwest trending, gas producing intrabasin folds located near the eastern margin of the
Piceance Basin.
There are no mapped faults shown in the area of the site on the Geologic and Structure
Map of the Grand Junction Quadrangle, Garfield County, Colorado or on the Preliminary
Geologic Map of the Grand Valley Quadrangle, Garfield County, Colorado.
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5. Groundwater and Aquifer Recharge Areas
The Site is located on a terrace above the Colorado River flood plain. The Colorado River
is located approximately 2,000 feet to the north-northwest. The Dry Creek drainage is
located approximately 1,645 feet to the west. There is an unnamed drainage that runs
along the base of the High Mesa located approximately 700 feet to the northeast of the
Site.
The shallow aquifer in the area of the proposed Site consists of earthflow, soil creep,
landslide, and fan gravels of the Grand Mesa formation as mapped by Yeend and Donnell
(See Geologic Hazard Report for more information). The estimated groundwater flow
direction is likely to be sub-parallel with the Colorado River, flowing north-northwest toward
the Colorado River through the center and northern part of the proposed site. These
deposits are shown on the Geology Map.
Shallow ground water is also present within the alluvial gravels of the Colorado River, and
its tributary drainages. Based on a review of permitted water wells in the vicinity of the
site, static water levels range between 43 feet and 85 feet below ground surface (bgs).
The proposed injection well will be utilized to dispose of water from Ursa’s operations in
the Battlement Mesa area. The proposed well will be permitted and approved for operation
by the Colorado Oil and Gas Conservation Commission (COGCC) (see COGCC Permits
section of this submittal). The COGCC review process is intended to address any issues
related to potential impacts to groundwater. This well will be operated in strict accordance
with COGCC regulations and the approved permit criteria and Conditions of Approval.
Environmentally sound and safe operation of the proposed injection well is assured with
the implementation of the following leak detection and emergency controls:
Bradenhead Pressure Alarm: monitors surface casing pressure;
Wireless Casing Pressure Monitor/Transmitter: monitors casing pressure;
Wireless Tubing Pressure Monitor/Transmitter: monitors tubing pressure; and
Remote Shut Down Controls: the injection well is equipped with a standalone remote
telemetry (shutdown) unit that would allow the injection well to continue to operate (but
shut down if any alarms or operational issues occur) in the event that the operator
loses contact with the injection well; it is solar powered and has a backup battery power
supply.
Each control is designed to notify the operator regarding any issues with the injection well,
and the controls have the capability to remotely shut down the well, without operator
assistance. In addition to the injection well controls listed above, Ursa will have additional
controls, which consist of:
Filter Pod Pressure Alarms: monitors filters and notifies operator when to replace filter;
Pump(s) supporting the injection well are equipped with Programmable Logic Controls,
which monitors the pump package and pressures; and
The pump(s) are also equipped with Low Oil Level Alarms and monitor flow rates,
including the maximum daily pressure/volume (as set by the COGCC).
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The facility will be covered under a site-specific Spill Prevention Control and
Countermeasures plan (SPCC) and Colorado Department of Health and Environment
(CDPHE) construction stormwater management plans and COGCC post-construction
stormwater management plans (see appropriate sections included in this submittal).
6. Environmental Impacts
See the Impact Analysis: Section 4-203-G (8) Environmental Impacts Report prepared by
WestWater Engineering and the Geologic Hazard Report prepared by Olsson Associates
for a full analyses of the Environmental Impacts. The project area was evaluated for
threatened, endangered, or sensitive wildlife species, including Greater Sage Grouse,
listed in Garfield County.
Designated critical habitat for two endangered fish species (Colorado pikeminnow and
razorback sucker) occurs in the Colorado River adjacent to the project, and these species
have been documented near Parachute. Designated critical habitat for two additional
species (bonytail and humpback chub) occurs downstream of the project near Grand
Junction.
No other species listed in Garfield County would be expected, as habitat conditions are
not appropriate for these species.
a. Determination of long-term and short-term effects on flora and fauna
Flora
The injection well would be placed within the existing disturbance of the Speakman A
well pad and no additional native vegetation would be removed for construction. No
special status plant occurrences are known to exist nearby. No special status plants
would be directly affected by development of the injection well and indirect effects
would be unlikely because the area surrounding the existing pad was previously
developed for agriculture. Noxious weeds occurring in the area are discussed in an
accompanying IVNWMP prepared by WestWater for this project.
Fauna
Colorado River Endangered Fishes: Designated critical habitat for two endangered
fish species (Colorado pikeminnow and razorback sucker) occurs in the Colorado
River adjacent to the project, and critical habitat for two additional species (bonytail
and humpback chub) occurs downstream of the project near Grand Junction.
Colorado pikeminnow and razorback sucker have been documented in the river nearly
to Rifle.
Potential impacts would be limited to runoff from storms or snowmelt that carry
increased sediment loads or pollutants from the well pad to the river. Implementation
of a Spill Prevention, Control, and Countermeasure Plan (SPCC), a Stormwater
Management Plan (SWMP), and Best Management Practices (BMPs) associated with
this type of project will provide a good degree of mitigation for any potential impacts.
Garfield County Road 300 and its associated stormwater management features create
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an additional mitigating feature. There would be no anticipated depletions that could
affect aquatic species associated with the project.
Raptors: No raptor nesting habitat is directly affected. There is a low possibility for
long-term effects other than the loss of foraging habitat within the footprint of the well
pad. Short-term effects include temporary displacement of raptors in an avoidance
area immediately surrounding the well due to increased human presence and
equipment activity associated with construction, operation, and maintenance of an
injection well.
American Elk and Mule Deer: No additional habitat loss will occur from development
of the injection well. No migration corridors are affected. Human presence and activity
may affect animal distribution by creating avoidance areas and increasing stress on
wintering big game. Over time, deer and elk that winter in this area have become
habituated to human activity and the indirect effects of avoidance and displacement
have decreased.
An increase in vehicle traffic could result in additional vehicle related wildlife mortality,
although additional traffic resulting from this project would contribute minimally, given
current traffic volumes on the existing county road. Traffic volumes and speed on the
private road accessing the site are unlikely to result in significant animal mortality from
vehicles.
Fences can pose an increased risk to big game and any fencing around the facility
should be constructed according to published standards that reduce impacts to big
game.
Black Bear and Mountain Lion: Potential encounters of black bear with construction
personnel could occur if garbage or food is available to resident bears and incidences
of human-black bear interactions sometimes result in the euthanasia of offending
bears by the CPW. An increase in traffic could result in vehicle related mortalities,
although the contribution from this project is expected to be low.
Small Mammals, Birds (BCC), and Reptiles: No additional vegetation removal
would be required for development of the injection well and no additional habitat would
be lost. Human presence and activity may affect animal distribution. An increase in
traffic could result in vehicle related mortalities, although the contribution from this
project is expected to be low.
b. Determination of the effect on designated environmental resources, including
critical Wildlife Habitat
Placement of this project within the boundaries of an existing development has
resulted in avoidance of additional contributions to cumulative effects of habitat
alteration and fragmentation in the region. The development of the project is not
expected to significantly affect any critical environmental resources.
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c. Impacts on wildlife and domestic animals through creation of hazardous
attractions, alteration of existing native vegetation, blockade of migration
routes, use patterns, or other disruptions
Creation of hazardous conditions: Some passerine bird species and small
mammals may choose to inhabit or nest on equipment or objects at the site. The
inherent risks associated with these structures are low. By closing or covering all
ports, hatches, cavities, and openings (such as the ends of pipes), this potential is
decreased. Most non-game bird species and their nests are protected under the
Migratory Bird Treaty Act (16 U.S.C. 703-712; Ch. 128; July 13, 1918; 40 Stat. 755)
and damaging occupied nests could be considered a “take” resulting in a violation.
Livestock and big game will likely avoid the project site.
Indirect Construction Effects: Additional human presence and activity related to
construction, operation, and maintenance of an injection well may influence spatial
and temporal use of habitat surrounding the project by wildlife. Since the site exists
adjacent to significant and long-term human presence, the additional disturbance
from this project is expected to be low.
Road-kill: Speed limits are set low and most wildlife in the area has become
habituated to vehicle traffic. The potential for vehicle related mortalities related to
this project should be low.
d. Evaluation of any potential radiation hazard that may have been identified by the
State or County Health Departments
Naturally occurring radioactive materials are not expected to be an issue at the Site.
Colorado oil and gas operations are not known to have a significant problem with
naturally occurring radioactive materials (NORM) or technologically enhanced
naturally occurring radioactive materials (TENORM); however, there have been some
instances where pipe scale has contained radium and associated radon gas. A NORM
survey including site specific testing could be performed to further assess the radon
potential at the Site to serve as a baseline assessment if used pipe or pipe scale is to
be disposed offsite in the future.
Olsson reviewed the Colorado Bulletin 40, Radioactive Mineral Occurrences of
Colorado which states that nearly all of Garfield County’s uranium production came
before1954, and most of that came from the Rifle and Garfield mines, located along
the same ore body near the town of Rifle. These occurrences were all hosted in the
Jurassic Morrison and Entrada Formations, and the Triassic-Jurassic Navajo
Sandstone, or the Triassic Chinle Formation which are known to contain uranium and
vanadium deposits in the county and in the Colorado Plateau in general. These
formations lie at great depth in the vicinity of the Site and are stratigraphically below
the depth of the Wasatch Formation.
The Colorado Department of Public Health and Environment (CDPHE) has posted a
statewide radon potential map on their website based on data collected by the EPA
and the U.S. Geological Survey. Garfield County and most of Colorado has been
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mapped as being within Zone 1 – High Radon Potential, or having a high probability
that indoor radon concentrations will exceed the EPA action level of 4 picocuries per
liter (pCi/L).
Radon is not expected to be a significant problem at the proposed site since the
development will not include any permanent structures, personnel will not be onsite
for extended periods, and the site will not be developed with structures containing
basements or substructures in which radon can accumulate.
7. Nuisance
Adjacent lands will not be impacted by the generation of vapor, dust, smoke, noise, glare,
or vibration beyond those impacts of the current natural gas activities taking place on the
well pad. Ursa will apply the appropriate level of controls to accommodate potential
impacts via adherence to CDPHE Air Quality regulations and the implementation of
industry BMPs included in the SWMP and Ursa’s dust control plan.
This proposed use will comply with Colorado Revised State Statutes and COGCC Rules
regarding noise impacts at all times. A sound barrier has been erected and will remain in
place through completions to minimize noise.
The pad and access road are graveled to reduce fugitive dust, which will be controlled
using water or other dust suppressants. Remote monitoring will be used to reduce truck
traffic and fugitive dust to the extent practical.
Aboveground facilities will be managed to minimize visual effects (e.g. painted to blend
with environment).
8. Hours of Operation
The proposed injection well facility will be accessible to Ursa personnel and their
contractors 24 hours-a-day, 365 days-a-year. Daily inspections will be conducted by local
operations personnel. Operations and maintenance of the proposed facility will be
coordinated with the existing operations in the area. Monitoring of operations will typically
be performed periodically during the daylight hours of 7:00 am to 6:00 pm by an Ursa
employee arriving via pickup truck.
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