HomeMy WebLinkAbout4.0 Staff report PC 11.13.2013Planning Commission
November 13, 2013
MIPA7593
METCALF SOIL TREATMENT FACILITY
PROJECT INFORMATION
TYPE OF REVIEW
APPLICANT (OWNER)
CONSULTANT
OPERATOR
Major Impact
Metcalf Property Management, LLC
Lorne Prescott — Olsson Associates
Caerus Piceance LLC
LOCATION Southwest of the Town of Parachute on the north side
of CR 300 (Stone Quarry Road) — SE % NW % Section 24,
Township 7 South, Range 96 West of 6th P.M.
SITE
ZONING
COMPREHENSIVE PLAN
35.079 -acres - Parcel Number 2409 - 242 -00 -158
Rural
Residential Medium -High (2 to <6 acres per dwelling)
I. DESCRIPTION OF THE PROPOSAL
Application for a Land Use Change Permit (LUCP) for Processing and Material Handling has been
submitted for a proposed facility to treat soil, The subject property is located on the north side of
County Road 300 and is owned by Metcalf Property Management, LLC. The proposed operator of the
facility is Caerus Piceance LLC, an entity that just completed the purchase of Petroleum Development
Corporation /PDC Energy (PDC) operations in the area, see Exhibit H.
The proposed facility would utilize approximately 9.226 -acres of the ±35 -acre subject site to
"...remediate hydrocarbon impacted soils prior to their beneficial reuse at [the operator's] natural gas
development locations."
The facility is proposed to be accessible 24 -hours a day, 7 -days a week, 365 -days per year with further
information provided that 'personnel will use this facility primarily during normal working hours from
approximately 7:30 am to 6:00 pm, Monday through Friday.' The site will be utilized on an 'as- needed'
basis, with transportation of the impacted soils to the site dependent upon the frequency and volume
generated by the ongoing natural gas production operations. Delivery of the soils to the site will be
made by 30 ton dump trucks with an estimated of maximum volume of soils managed by the facility per
year equivalent to no more than 300 truckloads.
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November 13, 2013
MIPA7593
An overview of the process included the following information:
"Land treatment or land application is an above- ground remediation technology for impacted E &P waste
that reduces concentrations of petroleum hydrocarbon constituents through natural biodegradation...
This technology involves using a loader with screening mechanism to remove rocks and other debris
when the soil is first excavated at an off -site location. The soils are then loaded on a truck for transport
to the proposed facility. The initial processing also aerates the sail and provides initial volatilization of
the material and reduces the potential for odors. Once the material is transported to the proposed site,
the soil is fed through a pub mill to stimulate aerobic microbial activity. This is accomplished by mixing
the contaminated soil with beneficial microbes, fertilizers and moisture while further aerating it. The
enhanced microbial activity will result in degradation of absorbed petroleum hydrocarbon constituents
through microbial respiration. [The Applicant] anticipates that typical operation of the pugmill will
provide for aeration and the addition of materials to the extent that the impacted soils can be
transported from the facility for beneficial reuse almost immediately after processing. Emissions of
volatile organic compounds (BOCs) and hazardous air pollutants (HAPS) that occur due to volatilization
of the hydrocarbons form the facility soils are addressed via the CDPHE permit approval process. In
accordance with the CDPHE air quality permit, best management practices (BMPs) will be used to reduce
emissions from the facility.
The facility will contain one 2.76 acre remediation cell. Should the soils processed by the pugmill require
additional remediation, they will be moved to the cell to allow for continued microbial respiration and
degradation of adsorbed petroleum hydrocarbon constituents prior to beneficial reuse. The cell will be
monitored for contaminates as described in the Operations and Maintenance Compliance Plan. When it
has demonstrated by analytical testing that the processed /treated soil complies with COGCC Table 910 -1
requirements for beneficial reuse, it is [the Applicant's] intention to apply the soil elsewhere within its
Piceance operational area. Potential reuse of the soil includes access road construction, berm
construction, or backfill for excavations at spill remediation site. [The Applicant's] goal is to remediote
certain wastes as they are produced, eliminating the need for disposal at landfill facilities.
Allowable wastes include:
• Water based bentonitic drilling fluids and /or associated drill cuttings.
• Soil impacted by spills — produced water increases the potential for elevated sodium adsorption
ratio (SAR) and electrical conductivity in soils. Treated soils to be removed from the facility with
elevated SAR and EC levels may be treated with an amendment such as gypsum.
• Any other waste directly attributable to and characteristic of, primary gas production activities.
As noted in the bullet above, some 'allowable' wastes are not recommended for the facility.
Wastes not allowed at the facility include, but are not limited to:
• Wastes contaminated by refined or processed materials, such as diesel, motor oil, lube oil,
greases, or solvents.
• Wastes generated by anyone other than [the Applicant].
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• Aerosol cans, light bulbs, batteries, or any other garbage not unique to an upstream gas
producer and not qualifying as a waste exempt from hazardous regulation under Subtitle C or
RCRA.
Waste Preparation and Application
Dewatered wastes will be transported to the facility by end -dump trucks, processed, amended via
processing through the pugmill, tested for total petroleum hydrocarbon (TPH) and either placed in the
remediation cell for treatment or transported off -site for beneficial reuse if it meets standards
established by the COGCC. The volume and type of each waste will be recorded in a facility log book kept
at the site and subsequently entered into an electronic waste log spreadsheet. For operational and
logistical reasons, wastes may be stockpiled in the staging are prior to application in the remediation
cell.
The waste will be applied to a depth of approximately 12 to 18 inches. The time elapsed between
spreading and tilling will be documented for each application of waste. The time between spreading and
tilling will be operationally minimized to reduce VOC and HAP emissions.
Tilling and Plowing
The waste will be thin- spread and tilled to a depth of 12- 18 inches. Tilling serves two purposes: first,
reducing VOC emissions, and second, aerating the soil. To ensure adequate oxygen exposure, the waste
will not be tilled any deeper than 12 —18 inches during the waste application processes. After the initial
tilling, the cell in the remediation phase will be periodically shallow tilled during the active months
(approximately April — October). The shallow tilling frequency should be at least monthly, and more often
to enhance bioremediation.
Geo- hydrologic investigations of the soils on -site indicate a potential for permeability. Based on imput
form the COGCC and the CPW, and in order to address potential impacts to the groundwater table, and
impermeable layer will be installed at a depth of approximately 18 — 20 inches. Depending upon overall
costs, this layer will be either: 1) bentonite clay installed to an appropriate thickness and compaction, or
2) a geo- synthetic liner.
(Exhibit D — Project Description)
Excerpts from 'Additional Operation Details' include:
• Facility will have some positive impacts on traffic in the area as typically the remediated soils
would be transported to regional landfills via the interstate highway system.
• Stormwater Management Plan (SWMP) and Best Management Practices (BMPs) will be utilized
to ensure installation and operation of the facility will not impact surface runoff, stream flow, or
groundwater.
• A Drainage Plan addresses flows on and off the site and will accommodate a 100 year, 24 hour
off -site storm event. The retention pond will accommodate a 25 year on -site storm event.
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MIPA7593
• Hydrocarbon based liquids such as fuel or tankage will be stored on -site, if necessary. (Exhibit D
- Project Description, Page 5).
• No fuel, except contained within equipment, will be stored on the proposed facility. (Exhibit D —
Standards, Page 5).
• Potable water will be delivered to the site on an as- needed basis to be utilized on the same day
therefore water storage is not anticipated.
• Water used in the remediation process and for dust suppression is subject to a water supply
contract with the Colorado River Water Conservation District (CRWCD), Contact No. CW06004.
The water will be drawn from a water draw facility located north of the Town of Parachute.
• To ensure water quality, the Operator] will install one (1) ground water monitoring well down
gradient of the facility. (Exhibit D — Standards, Page 5).
• Solid waste refuse will be stored in wildlife proof containers. (Exhibit D — Standards, Page 5) —
not clear if only during construction of facility.
• All trash will be removed from the site by personnel when they leave the site. (Exhibit W —
Response to Staff Questions, Page 8; and Response to Agency Comments, Page 21).
The submitted Water Supply Plan proposes to utilize water from the Chevron Water Draw facility,
located at the base of Garden Gulch approximately seven (7) miles northwest of the Town of Parachute.
The application of water to the soils is necessary "...to facilitate the application and maintain the viability
of the microbes which are applied as part of the remediation process."
(Exhibit D — Water Supply Plan, Page 1)
Requested Waivers included:
Submittal Requirements Water Supply Plan, Landscape Plan, and Improvements Agreement;
Minimum Standards— Roadway Standards - exceeding 10% road grade.
In addition to a Garfield County LUCP, this proposed use requires Colorado Oil & Gas Conservation
Commission ( COGCC) permit for an "E &P Waste Facility" which is assessed within the context of the
COGCC Form 2A and regulated in accordance with
COGCC Rule 303; air quality permits such as a
Construction Permit (issued April 3, 1013) and an Air
Pollution Emission Notice (APEN) from Colorado
Department of Public Health and Environment ( CDPHE),
potential for additional permits based upon equipment
utilized at the site; monitoring well permits from the
Colorado Division of Water Resources; a Construction
Stormwater Permit from CDPHE (Exhibit D - O &M, Page
6).
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MIPA7593
II, ADJACENT USES AND ZONING
Adjacent properties to this site include the
Battlement Mesa PUD; large lot residential and
agricultural parcels to the west and south zoned as
Rural; and the Colorado River and floodplain to the
north (Rural).
The map, left, indicates the subject site outlined in
blue, and adjacent zone districts including the
Floodplain Overlay zone district.
The map below intends to graphically indicate the
developed areas and Public /Semi-
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November 13, 2013
MIPA7593
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The map, above, is an aerial view of the subject site and the adjacent residential communities.
Battlement Mesa PUD PSR zone district is immediately adjacent to the proposed facility and is an area
that permits uses such as school sites, government office, police and fire stations, library, day -care
centers, public and semi - public health care centers, recreation uses, churches, community center, water
well sites, sewage treatment facilities, water treatment and storage facilities and other public and
private utility facilities and buildings, open space and parks. Extraction and processing of natural
resources is listed as a Special Use in the zone district.
111. REFFERAL AGENCY COMMENTS
Submittal documentation was forwarded to the numerous federal, state and local agencies for review
and response.
Comments have been received from:
Garfield County Road and Bridge:
Garfield County Sheriff:
Garfield County Vegetation Management:
Garfield County Oil & Gas Liaison:
Garfield County Environmental Health:
Mountain Cross Engineering:
Colorado Department of Transportation:
Colorado Parks and Wildlife:
Grand Valley Fire District:
Battlement Mesa Service Association:
Planning Staff:
Exhibit 1
'No Comment'
Exhibit M and AE
Verbal - confirmation of COGCC application
Exhibit 0 and V
Exhibits N and AG
Exhibit K
Exhibit R, Y and AB
Exhibit L
Exhibit AF
Exhibit U
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November 13, 2013
MIPA7593
No response was received from the following agencies:
Colorado Department of Public Health and Environment - Air Pollution Control Division
Colorado Department of Public Health and Environment - Water Quality Control Division
Town of Parachute
United States Army Corps of Engineers
IV. APPLICABLE REGULATIONS
SECTION 4 -203 G. IMPACT ANALYSIS
Where the proposed Development will impact specific features of the site, the Applicant shall describe
both the existing conditions and the potential changes created by the project. The Impact Analysis shall
include a complete description of how the Applicant will ensure that impacts will be mitigated and
standards will be satisfied. The following information shall be included in the Impact Analysis:
1 Adjacent Property. An address list of real property adjacent to the subject property, and
the mailing address for each of the property owners.
Staff Comment: This information has been submitted.
2. Adjacent Land Use. Existing use of adjacent property and neighboring properties within
1,500 -foot radius.
Staff Comment: Applicant response is that the site is
located between CR 300 and the Colorado River.
Adjacent uses include an electrical power line to the
south along with hay fields and meadows. An Open
Space tract and the RV /Manufactured Home Park
within Battlement Mesa is to the east and rural
residential uses are located to the west.
3. Site Features. A description of site
features such as streams, areas subject to flooding,
lakes, high ground water areas, topography,
vegetative cover, climatology, and other features that
may aid in the evaluation of the proposed
Development.
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November 13, 2013
MIPA7593
81t Olia.
Facing NW from driveway on -site
Staff Comment: Response contained in
the application describes the project
area as being located on a bench
approximately 25 to 55 feet above the
Colorado River being relatively flat with
a gentle slope toward the river. A bluff
is located near the east boundary of
the property with the top of the bluff
approximately 70 feet above the site.
An intermittent drainage is located
along the western boundary of the
project site. The site is currently used
as a hay field.
4. Soil Characteristics. A
description of soil characteristics of the
site that have a significant influence on
the proposed use of the land.
Staff Comment: NRCS Soil Survey information was provided that the facility area
consists primarily of Nihill Channery Loam which is a deep, well - drained soil with a
moderately high to high capacity to transmit water.
The Geologic and Soil Hazard Report includes other types of soils on the site that also
consist of characteristics that include moderately high to high transmission of water.
Conclusions and Summary of the report include consideration of Stormwater controls
and BMP's due to the geology and soil present at the location and that pits and
catchment basins should be site and designed so as not to add weight to potentially
unstable area.
5. Geology and Hazard. A description of the geologic characteristics of the area including
any potential natural or manmade hazards, and a determination of what effect such
factors would have on the proposed use of the land.
Staff Comment: The Applicant utilizes Garfield County GIS data to state that overall
geologic and soils hazards appear to be low.
Supporting materials contained in the application included a Geologic and Soil Hazard
Report and supplemental information was provided, Exhibit W, in the form of a Geology
and Hydrology report.
Geologic and Soil Hazard Report _ The site is "...located in an area of Garfield County
that has been mapped by Garfield County for landslides or landslide potential. No major
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MIPA7593
slope hazards have been identified in the immediate area. And "Much of the Wasatch
Formation consists of fine - grained materials that are weakly cemented. These materials
are often overlain by indurated strata that are more resistant to weathering...resulting
in different erosion rates and over steepening of slopes. The Wasatch Formation also
may contain expansive clay minerals that can reduce rock strength and slope stability."
Geology and Hydrology — Section 7.0 Possible Mitigation, states "This site is not well
suited for a COGCC Rule 908 Centralized E &P Waste Management Facility due to its
proximity to the Colorado River, and considering the surficial geology of the site. The
part of parcel 240924200158 proposed for the PDC soil treatment facility development
consists of fan deposits derived from mudflow and landslides that have advance out
onto the Colorado River floodplain. Once earthflows and landslides occur in an area, it
is likely that future slides will occur in the same areas." The report also states that there
is an "...intermittent drainage that runs parallel to the south side of Stone Quarry Road
that drains the northeast flank of High Mesa. This drainage collects the flow from
approximately 19 intermittent tributary drainages on the northeast flank of High Mesa
and discharges to the Colorado River through an existing drainage located along the
southwest and west sides of the proposed soil treatment facility location." The report
recommends 'diversion of surface water flows around or away from the facility' and
recommend that 'the channel will need to be designed with engineering controls with a
capacity to capture the expected runoff for a 100 year storm event and control the
expected volume of the drainage basin that lies between the Stone Quarry Gulch to the
east and the Dry Creek.' Other recommendations include grading for stormwater
collection and retaining moisture from the impacted materials onsite. The report
indicates that "The site is located on an alluvial fan which can flood during high
precipitation events or during exceptionally high runoff periods. The drainage along the
toe of the slope of High Mesa and south of the proposed site location poses a risk to
material draining into the Colorado River from the proposed site location in the event of
a high enough precipitation event and engineering controls are needed to mitigate this
risk."
6. Groundwater and Aquifer Recharge Areas. Evaluation of the relationship of the subject
parcel to Floodplains, the nature of soils and subsoils and their ability to adequately
support waste disposal, the Slope of the land, the effect of sewage effluents, and the
pollution of surface runoff, stream flow, and groundwater.
Staff Comment: Response to this issue, and potential impact, was addressed by
describing the site as being located directly above the Colorado River and the 100 -year
floodplain. Off -site stormwater runoff will be prevented from entering the treatment
area by development of a swale and berms will direct on -site stormwater to a retention
pond that is proposed to be located between the treatment area and the Colorado
River. Originally one monitoring was planned for the facility but additional information
has been submitted that a total of three (3) monitoring well is proposed, two down -
gradient and one up- gradient from the treatment area.
Existing domestic wells on the site are proposed to be plugged.
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7. Environmental Impacts. Determination of the existing environmental conditions on the
parcel to be developed and the effects of development on those conditions, including:
a. Determination of the long -term and short-term effect on flora and fauna;
Staff Comment: Native vegetation on the site is minimal due to the prior disturbance of
the site and use of the property for hay production. Grass /forb species and shrub will
be removed and vegetation can be restored to its present condition. Wetland
vegetation was observed along portions of the intermittent drainage located at the
western edge of the project area.
Potential impacts to wildlife include critical habitat for four federally- listed fish species,
impacts on raptor nesting habitat and disturbance of elk and mule deer. Mitigation can
occur to protect fish species by preventing increased sedimentation into the Colorado
River and hydrocarbon impacted soils by design and construction of the retention pond.
WestWater Engineering (WWE) recommends implementation and application of
stormwater Best Management Practices (BMPs) and Spill Prevention measures. A Spill
Prevention, Control and Countermeasure Plan may not be required and therefore may
not be implemented.
Wildlife - WWE found no direct impacts to raptor nesting habitat which does not occurs
within a '4 mile of the site and that 'due to the available habitat surrounding the project
area, it is likely that birds would relocate to alternate breeding and foraging areas.' It is
important to note that WWE stated that the raptor surveys were conducted past the
annual nesting season for raptors and other migratory birds present in Western
Colorado. (Exhibit D — Wildlife and Vegetative Analysis, Page 1)
Facing SE from retention pond area
WWE goes on to say that the soil
treatment facility would be located within
mile of trees used for roosting by Bald
Eagle and nesting for Great Blue Heron. It
is unlikely impact will occur from this
facility due to proximately of oil and gas
activities and residential housing. Page 9
Elk and Mule Deer disturbance may occur
due to human presence and activities and
may cause avoidance of the area. It is
likely that elk and deer populations that
currently use this are habituated to
human presence.
WWE has noted that the facility is located
within CPW mapped mule deer overall winter range, severe winter range and winter
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concentration area. The site is also located within Elk overall winter range, severe
winter range and winter concentration area. "It is likely that in addition to migrating big
game, the habitat is utilized to some extent by resident populations of deer. The
elements necessary to provide year -round habitat for this species (forage, water, and
cover) are present in or near the project area." Page 6
Black bear impacts are possible, particularly if garbage or food is available on the site.
b. Determination of the effect on significant archaeological, cultural,
paleontological, and historic resources;
Staff Comment: A letter report of findings related to a Class I Cultural Resources Study
was provided by Flattops Archaeological Consultants. This letter recommends a finding
of "no historical properties affected."
c. Determination of the effect on designated environmental resources, including
critical Wildlife Habitat;
Staff Comment: As stated under the Flora and Fauna section of this code WWE findings
resulted in minimal impact to wildlife habitat.
d. 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;
Staff Comment: WWE stated that the proposed facility would not create a hazardous
attraction. Further, that no migration corridors will be affected and that project
construction has a low potential to affect wildlife in a negative manner.
e. Evaluation of any potential radiation hazard that may have been identified by
the State or County Health Departments; and
Staff Comment: No potential radiation hazards were identified in the application
materials which researched CDPHE and Garfield County websites for information.
f. Spill prevention control and counter measures plan, if applicable.
Staff Comment: Analysis of potential impact related to spills was addressed by stated
that "A SPCC Plan is not applicable at this facility because of the mount of petroleum
liquids contained at this site is less than the threshold required to trigger such a plan.
However, PUDC will immediately remove and properly dispose of any soil contaminated
by any minor spills associated with the operation of equipment and the transfer of fuel
at this site." (Exhibit D — Impact Analysis, Page 5)
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8. Nuisance. Impacts on adjacent land from generation of vapor, dust, smoke, noise, glare
or vibration, or other emanations.
Staff Comment: "Adjacent property will not be impacted by generation of vapor, dust,
smoke, noise, glare or vibration, or other emanations." (Exhibit D — Impact Analysis,
Page 5)
Limitations are proposed when actual operation and movement of soil will take place to
Monday through Friday during regular work hours. The application also states that
activities and the use of internal combustion engines will be minimal and intermittent
due to the proposal to deliver equipment to the site as- needed and remove it when the
processing is complete.
Further statements:
• That the land use will not cause air quality to be reduced below acceptable
levels established by Colorado Public Health and Environment;
• A Construction Permit (air permit) has been issued;
• Odor impacts will be minimized via adherence to CDPHE air quality
permitting...a majority of the volatile organic compounds (VOC) in the soil will
be dissipated during excavation, loading and transporting the material to the
site.
• Operation of the facility will not exceed the noise standards established by
COGCC.
9. Reclamation Plan. A reclamation plan consistent with the standards in Section 7 -212.
Staff Comment: Steve Anthony, County Vegetation Manager, has responded to the
referral request, Exhibits M and AE, with the original comments submitted without
benefit of knowing that the project was proposed to be temporary. Temporary facilities
are subject to reclamation (restoration of the site to pre - project standards) as well as
revegetation. Longer term projects are not required to provide reclamation plans or
security to assure completion of reclamation.
Mr. Anthony has recommended that the Applicant be required to provide ? ??
DIVISION 1. GENERAL APPROVAL STANDARDS FOR LAND USE CHANGE
PERMITS.
The following standards are approval standards that shall apply to all proposed Land Use Changes,
including Divisions of Land, not otherwise exempt from the standards set forth in this Code.
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SECTION 7 -101. COMPLIANCE WITH ZONE DISTRICT USE RESTRICTIONS. .
The Land Use Change shall comply with Article 3, Zoning, including any applicable zone district use
restrictions and regulations.
Staff Comment: The proposed facility is permissible upon issuance of Land Use Change Permit for
Processing and Material Handling through a Major Impact review.
SECTION 7 -102. COMPLIANCE WITH COMPREHENSIVE PLAN AND
INTERGOVERNMENTAL AGREEMENTS.
The Land Use Change is in general conformance with the Garfield County Comprehensive Plan and
complies with any applicable Intergovernmental Agreement.
Staff Comment: The Applicant has stated that the facility "...generally conforms to the Garfield County
Comprehensive Plan. The site is classified as Residential MH — 2 to <6 acres per dwelling unit in Garfield
County Comprehensive Plan." (Exhibit D - Standards, Page 1)
This statement is supported by Mineral Extraction Policies:
Section 9 — Mineral Extraction — Policies
2. Mineral resource extraction activities will protect critical wildlife habitat as identified by state
and federal agencies. Development within these designations that cannot be designed,
constructed and conducted so as to have a minimum adverse impact upon such habitat or these
wildlife species shall be discouraged.
4. Facilities that are appurtenances to oil /gas development activities (compressors, etc.) are
considered appropriate in all land uses so long as they meet the respective mitigation
requirements of the ULUR to maintain compatibility with surrounding land uses.
Staff disagrees with the applicability of Policy 4 to this proposal. The premise that a soil remediation
facility is an 'appurtenance' to Oil & Gas extraction and production activities is questionable as typically
these soils have been disposed of in landfills or used on -site for reclamation of the well pad. This
processing of soils is not an activity that is necessary to extract or produce natural gas, nor is this activity
necessary in the transportation or processing of the gas itself. This facility is an industrial use of
processing that just happens to process soils impacted by hydro- carbons produced during natural gas
activities.
Further, the acceptance of these other activities (compressors, etc) in all land uses is due to the
necessity of location — a compressor station must be located proximate to a pipeline which is necessary
to be located proximate to the location that the gas is produced.
The proposed location of the Metcalf Soil Remediation facility is not proximate to the location where the
hydrocarbon impacted soils are created, nor is the site located proximate to the source of water
proposed to be utilized in the processing of the soils. The remediation process can occur in any location,
whereas appurtenant O &G uses are dependent upon a particular location or vicinity proximate to O &G
production.
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Other components of the proposed project are not consistent with the Comprehensive Plan and are
itemized in the Staff comment letter to the Applicant, dated October 11, 2013 (Exhibit U) and include
the following issues:
1. Future Land Use Map
a. Residential Medium High designation for the site - recommended density of 2 to less than 6
dwelling units per acres. This designation includes a description of small farms, estates and
clustered residential subdivisions with compatible zoning listed as Rural and PUD.
b. Adjacent designations include Urban Growth Area (Town of Parachute) and Residential High
Density for battlement Mesa.
c. Resource Production /Natural (RPN) is listed appropriate for agricultural and grazing land used
primarily for oil, gas, oil shale, coal mining...including support buildings and facilities needed
for the natural resource extraction industry...
Economy, Employment and Tourism includes statement regarding encouragement to develop a
diversified industrial base...recognizing physical location -to- market capabilities of the
community, and the social and environmental impacts of industrial uses. This section also states
that "the County will direct industrial development to the airport center and other appropriately
designated areas.
3. Natural Resources - Policies 1.: The county will encourage and cooperate with the protection of
critical habitat including state and federally protected, threatened, or endangered species;
Policies 2.: Garfield County will encourage the protection of watershed, flood plains, and
riparian areas.
4. Mineral Extraction - Policies 1: Garfield County recognizes that surface and mineral owners have
certain legal rights and privileges, including the right to extract and develop these interests.
Private property owners also have certain legal rights and privileges, including the right to have
the mineral estate developed in a reasonable manner to have adverse impacts mitigated.
SECTION 7-103. COMPATIBILITY.
The nature, scale, and intensity of the proposed use are compatible with adjacent land uses and will not
result in an adverse impact to adjacent land.
Staff Comment: The Applicant has not adequately demonstrated that this industrial use is compatible
with the adjacent developed residential community of Battlement Mesa, rural agricultural and
residential uses, the Colorado River, or with the hydrology, geology and soils of the site.
SECTION 7 -104. SUFFICIENT ADEQUATE, LEGAL, AND PHYSICAL SOURCE OF
WATER.
All applications for Land Use Change Permits shall have an adequate, reliable, physical, long -term, and
legal water supply to serve the use.
Staff Comment: Potable water is not proposed to be provided on the site as the Water Supply Plan has
stated that water will be delivered to the site on the same day as soils are delivered for processing.
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MIPA7593
Water necessary for the processing and remediation of the hydrocarbon impact soil appears to be an
adequate, reliable, physical and legal water supply to serve the use. The question of 'long -term' may
not be applicable to this project due to the three -year limitation requested.
Water is proposed to be provided from the Chevron Water Draw. A Substitute Water Supply Plan, and
non - potable water supply contracts with both the Colorado River Water Conservation District and West
Divide Water Conservancy District entitles the operator to the water. In addition, the application
contains the following statement "On rare occasions, fresh water used for operational activities at the
proposed facility may also be secured from a licensed provided with demonstrated access to water
supplies."
SECTION 7 -105. ADEQUATE CENTRAL WATER DISTRIBUTION AND WASTEWATER
SYSTEMS.
The Land Use Change shall be served by water distribution and wastewater systems that are adequate
to serve the proposed use and density.
Staff Comment: Central Water and Wastewater Distribution Systems are not proposed at this facility.
SECTION 7 -106. ADEQUATE PUBLIC UTILITIES.
Adequate Public Utilities shall be available to serve the Land Use Change.
Staff Comment: Public utilities — natural gas, electric, etc. are not necessary for the operation of this
facility.
SECTION 7 -107. ACCESS AND ROADWAYS.
All roads shall be designed to road design standards set forth in Section 7 -308 and all roads shall be
reviewed by the County Engineer.
Staff Comment: Upon issuance of a revised driveway permit and construction of required
improvements, the site will have access to County Road 300. The traffic study appears to demonstrate
that adequate capacity exists on the roads utilized in the proposed haul route.
The driveway access has been described by the Applicant as having sight distance slightly less than
desirable distance and installation of warning signs on CR 300 will alert drivers of entering /exiting trucks.
The traffic study described the site distance analysis as "...either way is limited by horizontal curves on
CR 300..." and "there are no stated adjustments for truck stopping sight distance as there are many
factors that both increase and reduce sight distance needed for a truck. In this case, due to the
horizontal curves on CR 300, it was assumed that there would be an increased need for truck's stopping
distance." The engineer concludes that "While it would be desirable to provide the required sight
distance, CR 300 is a very low volume and low speed roadway and the available intersection sight
distance is not grossly inadequate."
The site does not meet the minimum requirements with regard to sight distance. The low volume, low
speed of CR 300 does not mitigate the safety issues, nor does it bring the site into compliance with
sound engineering standards. The Applicant's engineer stated that an increase in the truck's stopping
distance was needed due to physical characteristics of CR 300.
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SECTION 7 -108. NO SIGNIFICANT RISK FROM NATURAL HAZARDS.
The use is not subject to significant risk from Natural Hazards and will not exacerbate existing Natural
Hazards.
Staff Comment: Hydrology, soil, and geology were all identified as potential natural hazards that exist
on this site.
Vegetation surrounding stream area
minerals that can reduce rock strength and slope stability.
Hydrologic concerns includes the flood
plain for the Colorado River and potential
impact to the river, as well as concern
related to the intermittent /ephemeral
stream on the west side of the project
area.
Soils on the site are described as
containing a moderately high to high
transmission of water and mitigation
measures proposed include diversion of
water so as not to add weight to
potentially unstable areas. Further, the
Geologic and Soil Hazard Report states
that the area may contain expansive clay
Geology of the site is mapped for landslides and landslide potential. The Geology and Hydrology report
states that the site is not well suited for the facility due to its proximity to the Colorado River, and in
consideration of the surficial geology of the site.
DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS FOR LAND
USE CHANGE PERMITS.
The following resource protection standards shall apply to all proposed Land Use Changes, including
Divisions of Land and exempt Subdivisions, not otherwise exempt from the standards set forth in this
Code.
SECTION 7 -201. AGRICULTURAL LANDS.
Staff Comment: The application states that the project will not adversely impact to agricultural
operations in the area, and that an 8' tall fence will enclose the project area in order to reduce impacts
to agricultural operations and livestock. On and off-site irrigation ditches will be protected by
implementation of the drainage plan and stormwater controls.
SECTION 7 -202. WILDLIFE HABITAT AREAS.
The Applicant shall consult with the Colorado Division of Wildlife or a qualified Wildlife biologist in
determining how best to avoid or mitigate impacts to Wildlife Habitat areas.
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Staff Comment: WestWater Engineering (WWE) completed an analysis of the proposed project and the
Colorado Parks and Wildlife (CPW) have commented on the project, Exhibits R, Y and AB.
Facing SW from area of retention pond
Wildlife habitat areas that have
been identified for potential
impact include critical habitat for
four federally- listed fish species,
raptor nesting habitat and
disturbance to elk and mule deer.
The Applicant has proposed to
mitigate concern with fish species
by implementing stormwater
BMP's which would prevent
increased sedimentation in the
river and construction of a
retention pond to prevent
discharge of hydrocarbon
impacted soils to the river. WWE
stated that it is unlikely that
impact will occur to raptors and
that elk and mule deer have
become acclimated to human
presence.
CPW review of the proposal identified that "The project location is utilized year -round by many species
of game and non -game wildlife. The site lies within areas mapped by CPW as mule deer sever winter
concentration range, elk winter concentration rand and wild turkey production areas. Additionally, the
site is located within the floodplain of the Colorado River near a Bald Eagle Night Roost site and is
directly adjacent to riparian habitat. Riparian habitat typically exhibits the highest level of species
diversity in the state and is a critical ecological component of the landscape. Finally, the proposed soil
treatment site lies less than a % mile from the Colorado River in an area of critical habitat for four -
federally listed fish species." (Exhibit R)
CPW recommendations include the following:
1. Prevention of contaminants from reaching the Colorado River:
a. Use of Best Management Practices to contain runoff including an impermeable berm
surrounding the entire soil treatment field that has been engineered to withstand a 100 -
year flood event.
b. Prevent seepage into the ground by use of an impermeable ground layer underlying the
treatment field.
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c. Retention basins and removal of standing water at 50% capacity levels should be considered
to account for excess stormwater or spring run -off.
2. Facility operation timeframe should be limited with ceasing of operations between December 1
through April 15 to address disturbance to elk and mule deer. Activities during operation
periods should be limited to daylight hours to reduce disturbance to wildlife.
3. Exclude wildlife from the soil treatment area by a 6 -foot high chain link fence.
4. Water source concerns — Exhibits Y and AB identify this issue as having been adequately
addressed by the Applicant.
5. Recommendation to utilize on -site irrigation water — this has been addressed as above.
6. Testing of groundwater should occur bi- annually for presence of contaminates.
7. Install and utilize bear -proof dumpsters and trash receptacles pursuant to COGCC Rule 1204 a -1.
Applicant response to these issues was provided and additional review and comments were provided by
CPW. It would appear that the impermeable berm issue, water source concerns and requirement for
bear -proof trash cans recommendations have been rescinded and that all other recommendations have
been agree to by Caerus (Exhibit W — Response to Referral Agency Comments).
SECTION 7 -203. PROTECTION OF WETLANDS AND WATERBODIES.
Staff Comment: Exhibit D — Wildife and Vegetation Impact Analysis, Pages 1 and 2 - "During biological
surveys, WWE biologists also recorded any potentially jurisdictional Waters of the U.S. (WoUS) and
associated wetlands. Width and depth of WOUS were recorded where they would be directly impacted
by project construction."
MNUM 1IN TrKGNNI /�IIIry
�I.I9S I Wml
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.Iw.ny sera
"The site would be
located in a relatively flat
area adjacent to the
Colorado River. There is
an intermittent drainage
located along the
western boundary of the
project area that is
approximately 2 feet
wide by 2 inches deep
(Figure 1). Wetland
vegetation was also
observed along portions
of the drainage."
It appears that there is
potential for wetlands to
be located on the site,
particularly in the vicinity
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Planning Commission
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of the intermittent drainage. Additional information should be provided on presence of wetlands on
this site and the potential impact to those wetlands if the Planning Commissioner seeks to make a
recommendation of approval of the project.
The Applicant has stated that they are not located within 35' of the highwater mark of the Colorado
River and the intermittent stream however no documentation was provided with regard to the location
of the highwater mark of these Waterbodies. Likewise, the Applicant has not adequately demonstrated
compliance with further prohibition of activities within the restrictive inner buffer zone — such as
construction or excavation activities, and disturbance of natural surface drainage characteristics.
SECTION 7 -204. WATER QUALITY FROM POLLUTANTS.
The following regulations shall apply to all Land Use Change Permits.
A. Compliance with State and Federal Regulations.
Staff Comment: The proposed site will be operated in compliance with all State and Federal regulations.
B. Storage Near Waterbodies Restricted.
1. The storage of hazardous materials within 100 horizontal feet of any Waterbody
is restricted. When no practical alternative exists, site specific best
management practices shall be employed to minimize potential adverse water
quality impacts.
2. Sand and salt for road traction shall not be stored within 100 horizontal feet of
any Waterbody unless there is no practicable alternative, in which case suitable
Site specific best management practices shall be utilized.
Staff Comment: The Applicant proposes to store and treat the soil within 100' of the intermittent stream
on the west side of the project area. The definition of 'hazardous' is based upon the ULUR which defers
to CDPHE. The Applicant has responded to this concern that no hazardous materials will be on this site.
C. Spill Prevention.
Staff Comment: The Applicant has responded that a SPCC Plan is not required since no hydrocarbon
liquids or associated tanks will be located at the facility.
D. Machine Maintenance.
Staff Comment: The Applicant has responded that no machine maintenance will occur within 100 feet of
any waterbody. Should the Planning Commission seek to recommend approval, Staff would recommend
the addition of a condition that "No maintenance of Equipment or Machinery shall be permitted at this
site." Since the equipment and machinery will be delivered as needed to the site there should be no
need to provide maintenance on -site. This restriction would further protect the Waterbodies from
potential impact.
E. Fuel storage Areas.
Staff Comment: The Applicant states that no fuel will be stored on -site, however fuel will be delivered
on an as- needed basis. Restrictions regarding where this fuel transfer can occur on -site, and necessary
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Planning Commission
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precautions to prevent a spill, should be required if the Planning Commission would recommend
approval of this project.
F. Waste Storage.
Staff Comment: The Applicant states that no waste shall be stored on the proposed facility (even though
the project is entitled `E &P Waste Facility?)
SECTION 7 -205. EROSION AND SEDIMENTATION.
All land development, excluding agricultural grading activities, disturbing 1 acre or more are subject to
the CDPHE, National Pollutant Discharge Elimination System Permit, unless otherwise exempted by
CDPHE.
Staff Comment: The Applicant states that the proposed facility will obtain all necessary CDPHE permits
for this site and that a Stormwater Permit (COR03K530) has been issued. This meets the requirement
for the NPDES Permit.
The site has been designed to prevent off-site stormwater from entering the site while on-site
stormwater is self - contained.
SECTION 7 -206. DRAINAGE.
Staff Comment: This standard requires that
design of the project facilitate positive drainage
and that the site drainage coordinate with the
area pattern. The application contained a
Drainage Report prepared for the facility.
No comments with regard to drainage issues
were provided by the reviewing engineer.
SECTION 7 -207. STORMWATER
RUN -OFF.
These standards shall apply to any new
development within 100 feet of a Waterbody
and to any other development creating 10,000
square feet or more of impervious surface area.
Staff Comment: A Stormwater Management
Plan and Stormwater Permit are in place for the
facility.
SECTION 7-208. AIR QUALITY.
The Land Use Change shall not cause air quality to be reduced below acceptable levels established by
the Colorado Air Pollution Control Division.
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Staff Comment: The Applicant states that the project will not cause impacts to air quality or impact from
odor to be reduced below the level established by CDPHE.
Many of the public comment letters received identify air quality and odors as an issue. Project
compliance with the minimum standards required by CDPHE may still result in impacts to the adjacent
community.
SECTION 7-209. AREAS SUBJECT TO WILDFIRE HAZARDS.
The following standards shall apply to Land Use Changes in areas subject to wildfire hazards, as
identified on the County Wildfire Hazards Map.
Staff Comment: The site is designated as having a low wildfire hazard potential.
SECTION 7 -210. AREAS SUBJECT TO NATURAL HAZARDS AND GEOLOGIC
HAZARDS.
The Development shall be designed to eliminate or mitigate the potential effects of hazardous site
conditions by a qualified professional geotechnical engineer.
Staff Comment: Garfield County GIS Mapping includes this site within the Geologic Hazards Study Area
as indicated by the dark pink line in the maps below. Left is the Colorado River Floodplain and right is
the all major hazards map. The application contained a Geological and Soil Hazard Report and
Supplement Information, Exhibit W, contained a Geology and Hydrology report prepared for the
proposed facility.
These reports indicate that the site is composed of Landslide Deposits or Colluvial Deposits consisting of
earthflow, mudflow, landslide and talus deposits. The unconsolidated gravels that comprise the
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rnudflow and fan gravel have been transported to their present position as successive mudflows and
debris - clogged streams from intermittent streams in the area.
The Applicant has responded that the site is not within any mapped hazard areas for landslide, rockfall,
avalanche, mudflow or alluvial fan. Further that the site is not located on a slope of 20% or greater.
The Geology and Hydrology, Exhibit W, report contains the following statements:
The shallow aquifer for the area of the proposed site consists of young terrace, mudflow, landslide and
fan gravels of the Grand Mesa formation.
The proposed PDC land treatment cell will be constructed on an alluvial fan deposit that lies
approximately 30 feet to 50 feet above the 100 year floodplain of the Colorado River.
SECTION 7 -211. AREAS WITH ARCHEOLOGICAL, PALEONTOLOGICAL, OR
HISTORICAL IMPORTANCE.
The proposed Land Use Change shall be designed to avoid or mitigate negative impacts upon previously
identified archeological, paleontological, and historical resources that exist in areas to be affected by the
proposed Development.
Staff Comment: There are no mapped resources within the project area.
SECTION 7 -212. RECLAMATION.
Staff Comment: Reclamation is applicable to this site due to the fact that the facility is proposed to be
temporary, for a period of three years. Steve Anthony, County Vegetation Manager, responded with
comments in Exhibits M and AE that the revegetation requirements will apply to the 10 -acre site at
$2,500.00 per acre for a required revegetation security in the amount of $25,000.00.
DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS.
These standards shall apply to all Land Use Changes proposing 2 -unit and multi -unit dwellings,
Commercial and Industrial Use, and Divisions of Land not otherwise exempt from this Code.
SECTION 7 -301. COMPATIBLE DESIGN.
The design of Development associated with the Land Use Change shall be compatible with and enhance
the existing character of adjacent uses.
A. Site Organization.
Staff Comment: The site design and organization does take into account the relationship to streets.
B. Operational Characteristics.
The operations of activities on the site shall be managed to avoid nuisances to adjacent uses
relating to hours of operations, parking, service delivery, and location of service areas and
docks.
1, Objectionable Emissions. Dust, odors, gas, fumes, and glare shall not be emitted
at levels that are objectionable to adjacent property.
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2. Noise. Noise shall not exceed state noise standards pursuant to C.R.S., Article
12 of Title 25, as amended, unless the use is regulated by the COGCC. In this
case, the use shall be subject to COGCC Rule 802, Noise Abatement.
3. Hours of Operation. Hours of operation shall be established to minimize
impacts to adjacent land uses.
4. Roadway System Impacts. Impacts to the County roadway system associated
with hauling, truck traffic, and equipment use shall be mitigated through
roadway improvements or impact fees, or both.
Staff Comment: Objectionable emissions and noise are concerns identified in the public comment letters
received and by the Battlement Mesa Service Association, Exhibit AF.
Hours of operation have been recommended by the CPW as daylight hours with further limitations on
operations between December 1 and April 15.
A noise analysis was included in the submittal materials which indicate that operation of the facility will
remain within acceptable decibel levels as established by the COGCC.
Roadway impacts will occur however the proposed route is on a haul route, access to the site has also
been identified as an issue.
C. Lighting.
Staff Comment: It is unknown what lighting is proposed for the site as conflicting information has been
provided. Either no lighting will be installed or emergency lighting will be utilized, as necessary, with
sources being shielded and inward facing. Since the hours of operation are restricted to daylight hours it
would appear that the only lighting necessary would be for security purposes. Should the Planning
Commission seek to recommend approval Staff would suggest a condition requiring a lighting plan
compliant with the ULUR.
D. Buffering.
Staff Comment: The ULUR requires that buffering shall be installed to mitigate visual, noise, or similar
impacts to adjacent property whenever adjacent uses are in a different zoning district. The subject site
is zoned Rural while Battlement Mesa is zoned as PUD. No buffering is proposed, and the Applicant has
responded the adjacent PUD zoning is Open Space. Further, the RV Park is on top of a bluff and
therefore the site is not visible. Other zoning adjacent to the site is Rural.
E. Materials.
Staff Comment: Not applicable.
F. Building Scale.
Staff Comment: Not applicable.
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General Staff Comment: Compatibility, as defined by the ULUR, includes elements such as traffic and
access with other important characteristics as landscaping, lighting, noise and odor. These components
should allow differing uses to be located near or adjacent to other in harmony. Adjacent residential
uses will be impacted with regard to these elements and characteristics if the proposal is approved.
The approval of this project will not enhance the existing character of adjacent uses.
SECTION 7 -302. BUILDING DESIGN.
Staff Comment: Not applicable to this proposal as no buildings are proposed.
SECTION 7 -303. DESIGN AND SCALE OF DEVELOPMENT.
Staff Comment: The Applicant response is that the site will be disturbed on an ongoing basis and will be
revegetated upon ceasing of facility use.
SECTION 7 -304. OFF - STREET PARKING AND LOADING STANDARDS.
Staff Comment: The application states that the soil and all necessary equipment will be delivered to the
site as necessary. This necessitates a loading area to
SECTION 7 -305. LANDSCAPING STANDARDS.
A. General Standards
B. Multi - Family, Commercial, and Industrial Development.
1. Lots in a Residential Zoning. District that contain multi- family dwellings and Lots
in the Commercial and Industrial Zoning Districts shall be landscaped in the
areas not covered by impervious materials.
2. Landscaping shall be installed to effectively buffer proposed Commercial or
Industrial Uses from surrounding Residential Uses and to provide a landscaped
buffer along collector and arterial streets.
3. Landscaping in multi - family, commercial and industrial Development Areas shall
be used to screen from view uses such as trash enclosures, storage areas,
mechanical equipment, loading docks, and similar items where such areas are
visible from public roads, sidewalks, or Open Space.
Staff Comment: The application requested waiver of the submittal requirement of a landscape Plan,
however a waiver from compliance with the minimum standards of the code was not requested. If the
Planning Commission seeks to recommend approval of the project Staff would recommend that
adequate landscaping be required to buffer the site as required by this section of the code.
SECTION 7 -306. LIGHTING STANDARDS.
Staff Comment: No activity should be occurring on the site after daylight, pursuant to comments from
CPW — Exhibits R and Y. The Applicant has stated that no lighting, other than for emergency purposes is
currently proposed and that any lighting utilized at the site will meet the requirements for downcast,
shielded, flashing, and hazardous lighting. (Exhibit D — Impact Analysis, Page 5).
The Applicant should clarify if lighting is proposed for the site and, if so, where the lighting is located and
information related to the provision of power. A condition of approval is recommended if the Planning
Commission seeks to conditionally approve the request.
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SECTION 7 -307. SNOW STORAGE STANDARDS.
Staff Comment: The application states that snow will be stored in a vacant section of the existing
disturbed area, however this is not indicated on the site plan. Even with facility use limited to April 15
and November 30th there is a need for snow storage on the site. This is critical information due to the
locations proximity to both an intermittent stream and the Colorado River. If a recommendation of
approval is issued by the Planning Commission Staff would suggest a condition requiring designation of
the snow storage area on the site plan with the information further reviewed and determined sufficient
by Mountain Cross Engineering.
SECTION 7 -308. ROADWAY STANDARDS.
Staff Comment: The County has general roadways standards for design and circulation, some of which
are applicable to this project.
An existing private road has been constructed on the site however improvements are necessary. These
include reducing the grade to meet maximum grade of 10% and maintaining curve radii at 35'. The
Applicant has requested waiver of these minimum road standards.
Other improvements that may be required include construction of an adequate apron where this private
road accesses CR 300. This includes a Road & Bridge recommended 100' paving width for the apron.
The Applicant has stated that these latter requirements are 'impractical'.
Industrial uses are required to design roads to minimize conflict between vehicular and pedestrian
traffic. Though pedestrian traffic does not apply to this proposal there is potential for vehicular conflict
due to the site distance constraints at the driveway.
SECTION 7 -309. TRAIL AND WALKWAY STANDARDS.
Staff Comment: Not applicable to this proposal.
SECTION - 7.310. UTILITY STANDARDS.
Staff Comment: It does not appear that public utilities will be necessary to the operation of this facility
as any necessary water and/or power (combustible engines) will be brought to the site.
DIVISION 11. ADDITIONAL STANDARDS FOR INDUSTRIAL USES.
SECTION 7 -1101. INDUSTRIAL USE
These standards shall apply to all Industrial Uses:
A. Residential Subdivisions.
Industrial Uses shall not occupy a lot in a platted residential Subdivision.
Staff Comment: Pioneer Glen was an approved subdivision on this site which has been vacated therefore
the industrial uses will not occur within a platted residential subdivision.
B. Setbacks.
Staff Comment: The Applicant has stated that the activity will maintain a 100 -foot setback from adjacent
residential communities.
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C. Concealing and Screening.
Staff Comment: The Applicant has not provided any information related to the screening of this facility
other than to say that it will maintain the appearance of an agricultural activity. Screening is required to
be eight (8) feet high and obscure the facility and /or operation from view at the same elevation.
D. Loading and Unloading.
Staff Comment: Loading and unloading is proposed to occur within the property boundaries.
E. Storing.
Staff Comment: This standard requires that all products be stored a minimum of 100 feet from an
adjacent property line. The Applicant has stated that no storage will occur on the site as equipment, soil
amendments and microbes will be delivered on an as- needed basis. Staff does not consider the soil
being remediated in the cell as `storage', however the application also indicates that soil, both pre and
post - remediation, will be stored on the site. No impervious or spill containment is proposed other than
the bentonite layer. The proposed storage of soil outside of the remediation cell is a concern due to the
fact that it may be contaminated soil that could potentially leach into the soil.
F. Hours of Operation.
Staff Comment: Based upon referral agency comments the operation of the facility is now proposed to
be during daylight hours with further restrictions that operation shall cease from December 1 to April
15.
G. Industrial Wastes.
Staff Comment: The proposed facility is to remediate hydro - carbon impacted soil. The Applicant has
stated that no industrial waste is anticipated, but if generated it will be disposed of according to Federal
State and Local regulations.
H. Noise.
Staff Comment: A noise survey was conducted to determine potential sound impacts of the operation of
the pugmill at the proposed facility. This does not appear to have included an analysis of the other
equipment that will be used on the site for loading and unloading, as well as tilling of the soil.
The pugmill noise data was collected from a site that provided representative samples closely
approximating sound impacts for the proposed use and then extrapolated to determine potential
impacts at the proposed site. The apparent worst case resulted in dB(A) of 52.6 at 281 feet from the
pugmill though other results were 42.6 dB(A) at 360 feet from the pugmill.
COGCC daytime maximum dB(A) for adjacent residential properties is 55 therefore the noise created by
the operation of the pugmill is assumed to be in compliance with the COGCC rules.
The application represents the use of a variety of equipment at the site however only the pugmill was
analyzed. This does not adequately demonstrate compliance with the noise standard.
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Planning Commission
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The extrapolation of the noise generated by the pugmill located at a different site might result in
different noise levels based on topography and other conditions specific to the Metcalf site. The map,
below, indicates a general pugmill location X feet from the property boundaries utilizing that distance to
state that they will remain in compliance.
However it does not appear that they correctly analyzed the noise based on COGCC requirements which
requires analysis at 350' from the source or the property line, whichever is greater nor have they
provided information related to the noise level as measured at 25' from adjacent residences.
It is standard for the County to require the noise study be conducted on the site due to issues such as
topography and other site constraints or qualities. The Applicant has not adequately demonstrated
compliance with noise standards.
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Should the Planning Commission seek to recommend approval of this request Staff would suggest a
condition of approval requiring demonstration of site compliance with the COGCC noise standards.
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Planning Commission
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I. Ground Vibration.
Staff Comment: The Applicant has stated that ground vibration will not be measureable along the
boundary of the site. No supporting documentation or further explanation has been provided.
J. Interference, Nuisance, or Hazard.
Staff Comment: As above, a statement was made that the facility will comply with these restrictions but
no supporting documentation was provided. Emission of heat, glare, radiation or fumes should not
substantially interfere is existing uses on adjacent property. The Operation & Maintenance Plan
contained in Exhibit D states that if odors become an issue that they will be aggressively mitigated by
tilling the soil.
V. STAFF DISCUSSION
A. PROJECT DESCRIPTION -- PUGM(LL
Staff understanding of the proposed project, based upon the submitted project description, was that
this facility was proposed to remediate the soil by use of a Pugmill. Secondary treatment of the soil,
should it be necessary, would utilize the remediation cell for spreading and tilling of the soil if additional
processing was required pursuant to COGCC standards.
Additional information contained in Exhibit W — Response to Site Visit Questions, Page 28 — states that:
The proposed soil treatment facility has the option of using a pugmill to mix the contaminated soil
with beneficial microbes, fertilizers and moisture while aerating it to stimulate aerobic microbial
activity and /or spreading the contaminated soils 12 -18 inches deep on the 2.76 acre remediation
cell and tilled to reduce VOC emission and aerate the soil as well as further mixing in the beneficial
microbes. Most soil treatment facilities utilize spreading and tilling only. Caerus will utilize the
pugmill to augment the soil remediation process and to shorten the total time required for
remediation.
Staff is concerned that this is a fairly significant departure from the original request. Referral agency
review and public comment was based upon the proposed shortened time frame for processing the soil
that results from use of the pugmill. The potential for extension of the timeframe for processing when
the spreading and tilling method is utilized is a concern. This could lead to additional or greater impacts
to adjacent properties that were not originally considered in the review of this application.
B. OPERATION TIMEFRAME
The application states that the facility will `be accessible to [the operator] 24 hours a day, 365 -days per
year, however personnel will use this facility primarily during normal working hours from approximately
7 :30 am to 6:00 pm, Monday through Friday.' (Exhibit D - Project Description, Page 4.)
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Subsequent information has been provided that "Delivery and remediation activities will take place
during normal daylight hours, primarily between 7 :30 am and 7 pm, Monday through Friday. " (Exhibit W
- Response to Staff Comments, Page 10.)
Based upon Colorado Parks and Wildlife comments the Applicant has also stated:
2. Agency Comment: The facility should not be operated during the winter months. CPW
recommends that operations of the facility shall cease between December 1 thru April 15
to address disturbance to mule deer and elk during the critical winter months.
Additionally, soil treatment activities should occur only during daylight hours during non -
winter months to reduce disturbance to the local wildlife.
Response: Caerus will comply with request.
(Exhibit W, Response to Agency Comments, Page 20)
The question that remains is whether or not the site could be utilized for contaminated -soil and
remediated -soil stockpile /storage area outside of this time period.
Daylight hours, as recommended by CPW, vary through much of the year therefore the statement that
use will occur between 7:30 a.m. and 7 p.m. may not meet the goal of this recommendation.
Several inconsistencies exist with regard to the "use" versus "operation" of the site and when activities
are permitted to occur at the site. Operation versus remediation, delivery and removal of materials and
equipment should all be specified within this operation timeframe so that the goal of minimizing
disturbance to elk and mule deer is met. The Applicant should address 'activity' on the site, referencing
specific uses that may be requested to occur within this restricted timeframe so that the decision -
makers have all the necessary information available to determine potential impacts.
Should the Planning Commission recommend approval of the request Staff would suggest a condition
that would specify the timeframe that the site and facility could be used, as well as define what those
uses may be during specific time of the day and year.
C. STAGING and STORAGE OF 5OIL
Construction phase of project clearly states that no staging areas are required however operation of the
facility and the project description state that "For operational and logistical reasons, wastes may be
stockpiled in the staging area prior to application in the remediation cell." (Exhibit D — Project
Description, Page 3). Staff is concerned with the aspect of "Storage" on the site, which was not
requested in this application.
Further, the application states that "For operational and logistical reasons, wastes may be stockpiled in a
staging area prior to treatment via the pugmill or application in the remediation cell." (Exhibit D -
Operation and Maintenance Compliance Plan, Page 5)
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Other sections of the application provide the following information:
e. Soil Stockpile and Snow Storage Areas: Soil stockpiles and snow storage are anticipated to
be within the pugmill turnaround location.
(Exhibit D - Letter from Olsson Associates to Glenn Hartmann dated April 16, 2013)
3.12 Winter Operations
During winter months when the soil is snow covered and /or frozen, any waste material
generated for Facility remediation will be stockpiled in a staging area.
(Exhibit D - Operation and Maintenance Compliance Plan, Page 8)
The application is unclear on several issues related to material 'storage' or 'stockpiling' of soil on the site
- both prior to remediation and post - remediation. The application appears to describe the operation as
one that is utilized intermittently with delivery of all material and equipment to the site when the
processing will take place with removal of all equipment and materials from the site (the equipment
removed and soil transported for beneficial reuse). It is unclear whether this site will be utilized for
"Storage" and, if so, where that storage will be located. If the storage area is located outside of the
remediation cell then an impermeable layer should be required to prevent potential groundwater
impact from hydro - carbon impacted soils.
Should the Planning Commission seek to recommend approval of the application, Staff recommend a
condition that either prohibits the "storage" of soil on the site; or requires that the site plan be updated
to indicate location of storage areas, and measures to protect surface and groundwater. This aspect of
"Storage" does not include the soil placed in the remediation cell for additional processing, post pugmill.
D. PROTECTION OF WATERBODIES
The ULUR contains standards related to protection of Waterbodies in Section 7 -203 which requires a 35'
buffer from the high water mark which Limits activities that can occur within that area. The site plan
does not indicate the high water mark and there is concern regarding the aspect of where storage and
other activities will occur on the site. No supporting documentation was provided to indicate
compliance with the required buffer areas and the Typical and Ordinary high Water Mark (TOHWM)
should be located and provided so that a determination can be made that the project is in compliance
with this standard. The application contains the following statements:
B. Storage Near Waterbodies
No hydrocarbon liquids or associated tanks will be located on the proposed facility. PDC
will operate the facility and associated activities in order to maintain the required buffer
between the disturbed area and the natural vegetation and waterways. No hazardous
materials will be stored on the proposed facility.
E. Fuel Storage Areas
No fuel, except contained within equipment, will be stored on the proposed facility. Fuel
will be delivered to the site on an as- needed basis.
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F. Waste Storage
No waste will be stored on the proposed facility. If necessary, human generated wastes
will be accommodated by portable toilets placed near the boundary of the proposed
facility.
(Exhibit D - Standards Section, Page 5)
C. Concealing and Screening
There will be no outside storage of equipment on this site. The proposed facility will be
fenced, No landscaping is proposed.
E. Storing
No vehicles, tanks or structures will be stored on site. Appropriate equipment will be
delivered to the site as needed. Soil amendments and microbes required for the
remediation will be delivered on an as- needed basis, but will not be stored on site.
There will be no on site fuel storage and water required for the remediation process will
accompany delivery of the equipment.
(Exhibit D— Standards Section, Page 11)
It appears as if the Applicant is stating what won't occur on the site, rather than what will. Broad
statements do not provide an adequate demonstration of meeting the minimum standards in the ULUR.
E. TRAFFIC IMPACTS
The Applicant has stated that "...the Process Limitation for this Soil Treatment Facility is an annual limit
of 30,000 cubic yards." (Exhibit W — Response to Site Visit Questions, Page 28)
The application also states that "Delivery of soils to the site will be made by 30 ton dump
trucks,..equivalent to no more than 300 truckloads." (Exhibit D - Project Description, Page 5)
A basic Traffic Study was performed which includes information regarding operation of the facility for a
period of 3 years. Trip Generation and Distribution were estimated, based upon information from the
operator, and the expected average and maximum trips were discussed. Operation of the facility would
result in an average of 18 Passenger Car Equivalent (PCE) per day [Staff research resulted in a calculation
indicating that a truck is approximately 3.5 PCE] and a potential maximum of 30 PCE trips per day. It is
difficult to calculate the annual PCE trips based upon daily use as the number of days the site will be in
operation is unknown.
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Table 2: Trio Gefteration — Land Farm Facility
Phase
Average
Trips /Day
(e
Maximum
Trips /Day
(PCE)
Peak Hour Trips
Trip Distribution
Total Peak
Hour Trips
Maximum
Trips
Percent
Trucks
PCE
Enter
Exit
Enter
Exit
Daily
AM Peak Hour
Construction
of Facility
16
30
6
33%
10
70%
30%
7
3
Operation
18
30
3
90%
8
50%
50%
4
4
Reclamation
18
28
5
40%
9
70%
30%
6
3
PM Peak Hour
Construction
of Facility
8
33%
10
30%
70%
3
7
Operation
3
90%
8
50%
50%
4
4
Reclamation
5
40%
9
30%
70%
3
6
PCE: Passenger Car Equivalent
Traffic volume was also calculated to determine increases to the existing road network. This was done
utilizing Vehicles Per Day (vpd) as shown below:
Table : Traffic Volume Increase Calculations - Land Farm Fact ity
Roadway
Bkgd
Year
Bkgd
ADT
2013
Bkgd
Construction
(18 vpd)
Operation
(14 vpd)
Reclamation
(20 vpd)
CR 215
2002
920
1310
1.2%
1,4%
1.4%
Bypass
-
-
-
80
70
100
CR 3002
2002
255
360
4.4%
5.0%
5.0%
CR 3003
2002
110
160
10.2%
11.5%
11.5%
HWY 6124
2011
710
770
2.1%
2,3%
2.3%
1T Volumes not avaitable Values sfiown are m n mu VDTs (vpd) to not exceed 20% ihro ho
2. CR 300 Volumes near the Intersection with Highway 6/24
3. CR 300 volumes near the site drive.
4, 2013 volumes calculated using an assumed 4% growth rate.
This calculation utilizes an average of 14 vehicles per day during operation to calculate the percentage
increase of traffic on the roadways.
This traffic study data appears to include an average of 1 trip per week to transport the water from the
Chevron Water Draw Facility located at the base of Garden Gulch on CR 215 to this site, as well as an
average of 1 trip per week for a "low boy" to transport equipment to the site. Chris Hale, Exhibit AG,
responded to Staff questions and further explained the potential impacts of trucks versus vehicles and
how this terminology is used. Staff concern was related to statements regarding a maximum of 300 30-
ton trucks to transport a maximum of 30,000 CY soil, which does not appear to be an accurate reflection
of traffic impacts created by the operation of the facility. Chris Hale stated that the traffic study
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indicates greater than 300 soil truck trips. Lorne Prescott responded to these comments, Exhibit AH,
that the traffic study utilizes 'worst case scenario' which may not equate to actual trips.
F. SAFETY AND ACCESS
Access to the site is proposed to be an existing driveway from CR 300. Road & Bridge comments, Exhibit
J, states that an existing driveway permit is in place however the 'driveway was not constructed to take
the truck traffic.'
Response: The driveway will be completed to include a concrete or asphalt apron. A new
culvert is not required. There is a 20 inch culvert in place. It will be cleaned out. A 100 -foot
driveway entrance is impractical in this location given the adjacent slopes and drainages.
See photo below.
Approxrm
100 feet
R &B recommendations
include expanding the
driveway to 100 -foot,
installing a concrete or
asphalt apron, and
installation of a 15" or
larger culvert at the
entry. Continued use of
the existing culvert
would require that it be
cleaned.
The image, left,
indicates the Applicant's
response which appears
to be that they will not
construct a 100'
driveway access, as
recommended, due to
the fact that it is
"impractical" given site
constraints.
Site Distance constraints were also identified as an issue in the submittal documentation. Site distance
is a calculation utilized to determine the distance, or length of the roadway, that a vehicle exiting the
driveway can see in attempting to access the road or conversely, the distance at which a vehicle
traveling the County Road can first see the driveway or a vehicle attempting to exit or enter the
driveway.
The issue was also discussed in comments from Mountain Cross Engineering, Exhibit N, who concurred
with a recommendation of advanced warning signage, at a minimum, that should be required if site
distance length cannot be achieved. The proposed 'minimum' of safety improvements may not be
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sufficient, and consideration should occur in constructing a driveway that meets this standard or use of
traffic flagger's on CR 300 during operation of the facility.
Below are Staff photographs of the intersection, both from on -site and on CR 300 hearing west toward
the site.
First two photos indicate the approach
from the east, to the site.
From sna drfraway looking west
From site driveway Iauki+se east
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G. WILDLIFE
The Application contained a Wildlife and Vegetative Impact Analysis prepared by WestWater
Engineering (WWE) which contained Mitigation Recommendations, including:
• A Stormwater Management Plan be prepared and implemented to prevent degradation of
water quality in the Colorado River;
• Project construction should be completed prior to nesting season (May) or the site should
be re- inventoried;
• Temporal and spatial restriction for activities near active raptor nests;
• Facility would be situated near on -going O &G development and residential housing.
Implementation of an aggressive noxious weed program would increase production of
desirable vegetation;
• Garbage and food items should be removed daily;
• If brush clearing is necessary it should be done outside of nesting season (May 15 to July
31);
• Preservation of natural vegetation;
• Noxious weeds control practices should be implemented that include cleaning equipment of
soils and vegetative debris.
The Division of Parks and Wildlife, Exhibits R, Y and AB, ultimately recommended restrictions related to
use of the site to minimize impacts to elk and mule deer, proper controls (stormwater and impermeable
surfaces) to prevent increased sedimentation and transport of impacted soil to the Colorado River and
to protect the river during flooding events, fencing and removal of trash daily or use of bear -proof trash
receptacles. It is unclear if the impermeable berm surrounding the site, recommended in the original
comments, is still an issue.
It appears that the Applicant has consulted with CPW during this process and agreements have resulted
regarding the mitigation measures and improvements necessary for this site.
H. WATER USE AND CHEVRON WATER DRAW
Chevron USA, Inc. as owner and PDC Energy as Operator, have recently obtained a Land Use Permit for
Water Storage and a Pump House for a water draw facility (Resolution 2013 -38) within the Resource
Land — Gentle Slopes zone district. This application was approved for a water draw facility that would
utilize a pump station to transport water from Parachute Creek to a water storage tanks and a fill station
via a pipeline. This facility is located seven (7) miles northwest of the Town of Parachute on CR 215 at
the base of the access road to Garden Gulch. This facility is proposed to be used to provide the water
utilized in the soil remediation process at the Metcalf site.
Adequate water rights appear to be in place, including a Substitute Water Supply Plan (SWSP) and
contract water from both West Divide Water Conservancy District and the Colorado River Water
Conservation District.
Staff is concerned with the use of and transport of water located distant from the site.
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I. REVEGETATION /RECLAMATION
Steve Anthony, Garfield County Vegetation Manager, has responded to the referral request, Exhibits M
and AE. The Revegetation Plan and Noxious Weed Inventory are sufficient. Disturbance that is required
to be revegetated has been calculated based upon the entire facility area of ten (10) acres. Standard
calculation of $2,500.00 per acre results in a revegetation security required for the site in the amount of
$25,000.00
Section 7 -212 of the ULUR includes requirements regarding reclamation, specifically "All areas disturbed
during Development that do not comprise the longer -term functional areas of the site but are those
areas used for the short -term preparation of the site."
Questions regarding details related to reclamation and removal of the bentonite liner have resulted
through the review of additional material submitted in Exhibit W. The Applicant has responded, Exhibit
AH, to these concerns by stating that the property owner requires removal of the bentonite liner.
J. GEOLOGY AND HYDROLOGY
The application appears to contain conflicting information with regard to geology on the site. The
submitted reports, prepared by qualified individuals, appear to locate the site within some geologic
hazard areas while the response to compliance with geologic standards states that the site is not located
within geologic hazard areas. The Geology and Hydrology report states that the site is not well suited
for a facility of this type while other sections of the application provide measures that may mitigate the
geologic issues to an acceptable level.
K. COMPREHENSIVE PLAN
Review of the Comprehensive Plan components included the Future Land Use Map, Economy,
Employment and Tourism, Natural Resources and Mineral Extraction. Staff does not find the proposal in
general conformance with the Comprehensive Plan.
L. COMPATIBILITY OF USE AND IMPACTS TO ADJACENT OWNERS
Compatibility is defined in Article 16 of the ULUR as:
The characteristics of different uses or activities or design that allow them to be located near or
adjacent to each other in harmony. Some elements affecting compatibility includes height, scale,
mall, and bulk of structures. Other characteristics include pedestrian or vehicular traffic, circulation,
access, and parking impacts. Other important characteristics that affect compatibility are
landscaping, lighting, noise, odor, and architecture. Compatibility does not mean "the same as."
Rather compatibility refers to the sensitivity of Development proposals in maintaining the character
of existing development.
Morgan Hill, Environmental Health, identified several issues, Exhibit 0, including questioning
unsubstantiated statements regarding lack of nuisance impacts to adjacent lands. The close proximity of
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the Battlement Mesa community and the Colorado River may result in impacts to adjacent land. Proper
dust mitigation, noise controls and mitigation of potential odors should be considered.
Battlement Mesa Service Association, the entity responsible for administering the Battlement Mesa
PUD, has responded to this application, Exhibit AF, that their residents have identified concerns with this
project including air quality and odors, dist control, truck traffic and noise. Other public comment
letters have been received which primarily identify similar issues as well as questions about the need to
haul the soils from uninhabited locations to one that is located next to their neighborhood.
Morgan Hill, Environmental Health, Exhibit 0, states that "Adjacent land WILL be affected by this facility
at least to some extent by dust and noise as well as potential odors."
Aerial looking east
These comments all result in questioning the compatibility of locating an industrial use next to a
developed residential community. The definition cited above closes with the statement that
'compatibility refers to the sensitivity of Development proposals in maintaining the character of existing
development.' Other than the use of the proposed haul route which utilizes the Una Bridge, Staff has
not identified any measures that have been instituted to minimize impact to Battlement Mesa nor has
the proposal maintained the character of existing development.
M. PUBLIC COMMENT LETTERS
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Numerous letters and emails have been submitted for Planning Commission and Board of County
Commissioner for consideration in the decision - making process for this soil remediation facility.
Excerpts of the comments are provided below:
Garry Evenson, Exhibit P — Mr. Evenson is a Battlement Mesa resident who lives % mile east of the
project site. His concerns include the potential for fumes and impact to the Colorado River. The
transportation of the soils from the Piceance could result in hazards such as spill, noise and pollution.
Kevin Passmore, Exhibit g - Opposed to the request due to lack of limitation on maximum quantity of
soil to be remediated, the lack of limitation on length of time that soil can remain on the site, use of
biocides, potential for flood impact and air quality issues. Mr. Passmore also states that he would
support such as facility if limitations on volume of processing were required, the use of non -toxic
additives were utilized, timing restrictions and environmental review were instituted.
Mary Haggood, Exhibit X — As a resident of an adjacent neighborhood, Tamarisk Meadows, Ms. Hagood
is concerned with protection from hydrocarbon and other contaminant evaporation, noise, fumes and
vibration. Explore options, including enclosing the facility and other sites not adjacent to a
neighborhood.
Don Gray, Exhibit Z — Mr. Gray urges that the County Commissioners not approve this request as there
are remote locations more appropriate for the industrial activity. Specific concerns include why the soils
would be brought from remote locations on the Piceance to their residential neighborhood, prevailing
winds will carry dust, dirt and toxic vapors to residential areas, flood potential, potential health and
property value impacts.
Carol Boyd, Exhibit AA — Ms. Boyd is in support of the project as it will not hurt the environment or
create harm to anyone. Ms. Boyd states that the Metcalf s are good people who help others.
Diana Lawrence, Exhibit AD — Ms. Lawrence expresses her avid support of the project which is
responsible and Eco friendly. The natural gas industry is trying to be conscientious.
VI. PLANNING COMMISSION DELIBERATION AND RECOMMENDATION
The Planning Commission has the following options with regard to a recommendation to the Board of
County Commissioners:
1. Recommend approval of the application;
2. Recommend approval of the application with conditions;
3. Recommend denial of the application;
4. Continue the Public Hearing to request additional information.
A. CONDITIONAL APPROVAL
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A recommendation of approval with conditions should consider the following findings and conditions
that may be necessary to mitigate identified issues and potentially bring the application into general
conformance with the ULUR and Comprehensive Plan:
FINDINGS
1. That proper public notice was provided as required for the hearing before the Planning
Commission.
2. That the hearing before the Planning Commission was extensive and complete, that all pertinent
facts, matters and issues were submitted or could be submitted and that all interested parties
were heard at that meeting.
3. That for the above stated and other reasons the Land Use Change Permit for the Metcalf Soil
Remediation Facility may be in the best interest of the health, safety, convenience, order,
prosperity and welfare of the citizens of Garfield County if recommended conditions of approval
are adopted.
4. That upon compliance with recommended conditions of approval the application is in general
conformance with the requirements of the Garfield County Unified Land Use Resolution of 2008,
as amended.
5. That upon compliance with recommended conditions of approval the application is generally
consistent with the Garfield County Comprehensive Plan, 2030.
RECOMMENDED CONDITIONS
1. That all representations made by the Applicant in the application and at the public hearing before
the Board of County Commissioners, shall be conditions of approval unless specifically altered by the
Board of County Commissioners.
2. This Land Use Change Permit shall be valid for a period of three years of facility operation with
expiration of this permit on November 30, 2017. Should an amendment to this permit be requested
to extend this timeframe the process to amend the permit shall be identical to the original permit
review requiring Planning Commission recommendation to the Board of County Commissioners
consistent with the standards and requirements utilized in this review.
3. Any changes to the existing approval, other than life of the facility, shall require an amendment to
the Land Use Change Permit pursuant to the land use regulations in effect at the time of the
request.
4. No activity related to this use may occur at this site until such time as a Land Use Change Permit is
issued for the Metcalf Soil Remediation Facility.
5. No activity related to the soil remediation facility, including stockpiling of soil, may occur on the site
between December 15t and April 15th annually.
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6. Operation of the facility must be in accordance with all Federal, State and Local regulations and
permits governing the operation of this facility of this type.
7. The remediation of soil on this site is limited 30,000 cubic yards of soil annually, as calculated by
calendar year of operation.
8. The facility is limited to 300 trips annually, based on a calendar year, of 30 -ton trucks for delivery of
hydro - carbon impacted soil. Water truck trips shall be limited to 27 trucks annually based upon the
Applicant representation of one water truck trip per week.
9. Remediation of soil at this facility is limited to soil originating from operations of the Land Use
Change Permit holder, Caerus Piceance, LLC in Garfield County.
10. The operation of this facility shall utilize the Pugmill as the primary processing of contaminated soil
at this site. Should additional processing be required, post Pugmill processing, the 2.76 -acre
remediation cell shall be utilized for the spreading and tilling process.
11. The site may not be utilized for "Storage" purposes, prohibiting stockpiling of soil (remediated or
not), fuel storage or any equipment at this site. All material and equipment shall be delivered to and
removed from the site during daylight hours by the beginning and end of each day of processing.
Soil actively being remediated in the 2.76 -acre remediation cell shall not be considered "Storage ".
12. Prior to issuance of a Land Use Change Permit the Applicant shall provide sufficient information
related to the construction, installation and maintenance of the bentonite layer of impermeability in
the remediation cell.
13. Prior to issuance of the Land Use Change Permit the Applicant shall provide the Community
Development with all Colorado Department of Public Health and Environment (CDPHE) permits
related to air quality and water quality at the site.
14. Prior to issuance of the Land Use Change Permit the Applicant shall obtain, and provide to Garfield
County Community Development, the required COGCC permits for an E &P Waste Facility at the site.
15. Prior to issuance of the Land Use Change Permit the Applicant shall obtain, and provide to Garfield
County Community Development, a Driveway Permit from Road & Bridge consistent with the
requirements and conditions of this land use permit. These requirements include a 100' foot width
driveway entrance with a concrete or asphalt apron and a 15" or larger functioning culvert at the
driveway intersection with CR 300. Ongoing maintenance of the culvert shall be required.
16. Prior to issuance of a Land Use Change Permit the Applicant shall provide a detailed site and
landscape plan, including a lighting plan, deemed acceptable by Community Development as
sufficient to meet the standards and requirements of the ULUR.
17. Prior to issuance of a Land Use Change Permit the Applicant shall provide adequate security to
assure completion of revegetation and reclamation of the site.
18. Prior to issuance of a Land Use Change Permit the Applicant shall provide the Community
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Development Department with a site plan and written information sufficient to determine that
adequate snow storage areas, compliant with water quality standards and the standards ULUR, will
be provided on the site. This shall include provision of adequate separation of snow stage areas
from any Waterbodies on or near the site.
19. Prior to issuance of a Land Use Change Permit the Applicant shall provide copies of the three
Monitoring Well Permits issued by the Colorado Division of Water Resources for the site.
20. Prior to issuance of a Land Use Change Permit the Applicant shall provide all necessary
documentation to assure that the domestic water wells on the site have been appropriately
abandoned and capped or converted to permitted Monitoring Wells.
21. Prior to issuance of a Land Use Change Permit the Applicant must provide documentation locating
where fuel exchange shall occur on the site and required protective measures to be implemented in
case of a spill. This location shall not be permitted within 100 -feet of a waterbody.
22. Prior to issuance of the Land Use Change Permit the Applicant shall a revegetation bond in the
amount of $25,000.00.
23. Prior to issuance of the Land Use Change Permit the Applicant shall provide demonstration that the
project will operate in compliance with COGCC noise standards.
24. No chemicals or manufactured solvents may be used for snow maintenance on the project.
25. The private driveway into the site shall be improved to meet ULUR standards and sound engineering
practices, including the following:
a. Site access shall not exceed 10% grade.
b. Curve Radii shall not exceed 35'.
c. Site distance constraints shall require construction of improvements so that the site distance
requirements are satisfied or that adequate signage be placed on CR 300 and flaggers be
located on the roadway during truck ingress or egress form the site.
26. The County commits to notifying the property owner of any compliance concern and allows an
inspection with site personnel and the designated County inspector prior issuing any Notice of
Violation.
27. The County can request a site inspection with one calendar day's notice to the Property Owner. Full
access to any part of the facility will be granted. On request, all relevant paperwork must be shown
pursuant to operations of the facility.
28. The Property Owner acknowledges that the County has performance standards in place that could
lead to revocation of the Land Use Change Permit if continued violations of the permit occur over a
period of time.
29. No materials or wastes shall be deposited on the property in a form or manner that may be
transferred off the property by any reasonably foreseeable natural cause or force.
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30. All vehicles hauling equipment and materials for this application shall abide by Garfield County's
oversize /overweight system. All vehicles requiring oversize /overweight permits shall apply for them
at Garfield County Road and Bridge Department. All vehicles applying for these permits shall have
on file with Garfield County Road and Bridge Department a letter or e-mail stating said vehicles can
obtain oversize /overweight permits under their road bond on file with Garfield County.
31. The haul route utilized for this facility shall be limited to use of CR 215 to the Parachute By -Pass to
State Highway 6 to CR 300, with approach to the facility from eastbound CR 300. In no
circumstances shall access to this site be utilized through the Battlement Mesa PUD.
32. The Applicant shall comply with the recommendation of the County Vegetation Manager regarding
treatment of the Russian knapweed and provide treatment records to the Vegetation Manager prior
to commencement of activity on the site.
33. No maintenance of Equipment or Machinery shall be permitted at this site
34. The Applicant shall implement all storm water management improvements as represented in the
Application, obtain State Storm Water Management Permits and provide ongoing maintenance of
retention pond.
35. Site operations shall not emit heat, glare, radiation, dust or fumes which substantially interfere with
the existing use of adjoining property or which constitutes a public nuisance or hazard.
36. If any lighting is proposed to be located at this facility the Applicant shall provide a lighting plan
indicating location, height and source of power. Any lighting proposed shall comply with ULUR
standards including, but not limited to, lighting directed inward and downward towards the interior
of the property.
37. The Applicant must obtain a building permit from Garfield County to construct a minimum 6 -foot
high chain link fence that encloses the facility.
38. The site shall be required to comply with the following industrial performance standards unless
more restrictive standards have been applied in this approval:
A. Residential Subdivisions.
Industrial Uses shall not occupy a lot in a platted residential Subdivision.
B. Setbacks.
All activity associated with these uses shall be a minimum of 100 feet from an adjacent
residential property line, unless the use is on an industrially zoned property.
C. Concealing and Screening.
All storage facilities, including outdoor storage, fabrication, service, and repair operations shall
be conducted within an enclosed building or have adequate provision to conceal and screen the
facility and /or operations from adjacent property(s). Screening shall be at least 8 feet in height
and obscure the facility and /or operation from view at the same elevation. All screening shall
be maintained.
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D. Loading and Unloading.
All operations involving loading and unloading of vehicles shall be conducted on private
property and shall not be conducted on a public right -of -way.
E. Storing.
All products shall be stored in compliance with all national, State and local codes and shall be a
minimum of 100 feet from an adjacent property line. In addition, petroleum, and hazardous
products shall be stored in an impervious spill containment area(s).
F. Hours of Operation.
Any activity requiring that will generate noise, odors, or glare beyond the property boundaries
will be conducted between the hours of 7:00 a.m. to 7:00 p.m. Monday through Saturday, or as
approved by the decision - making authority.
G. Industrial Wastes.
All industrial wastes shall be disposed of in a manner consistent with Federal and State statutes
and requirements of CDPHE.
H. Noise.
Noise shall not exceed State noise standards pursuant to C.R.S., Article 12, Title 25, as amended,
unless the use is regulated by the COGCC. In this case, the use shall be subject to COGCC Rule
802, Noise Abatement.
I. Ground Vibration.
Every use shall be operated so that the ground vibration inherently and recurrently generated is
not perceptible without instruments at any point of any boundary line of the property.
J. Interference, Nuisance, or Hazard.
Every use shall be so operated that it does not emit heat, glare, radiation, or fumes which
substantially interfere with the existing use of adjoining property or which constitutes a public
nuisance or hazard. Flaring of gases, aircraft warning signal, and reflective painting of storage
tanks, or other legal requirements for safety or air pollution control measures shall be exempted
from this provision.
B. DENIAL
A recommendation of denial must be accompanied by findings to support the decision. Should the
Planning Commission seek to recommend denial of the application Staff includes the following
information and findings for consideration:
FINDINGS
1. That proper public notice was provided as required for the hearing before the Planning
Commission.
2. That the hearing before the Planning Commission was extensive and complete, that all pertinent
facts, matters and issues were submitted or could be submitted and that all interested parties
were heard at that meeting.
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3. That for the above stated and other reasons the Land Use Change Permit for the Metcalf Soil
Remediation Facility is not be in the best interest of the health, safety, convenience, order,
prosperity and welfare of the citizens of Garfield County.
4. That the application has not adequately demonstrated that the proposed Soil Remediation
Facility is compliant with the minimum standards and regulations required by the Garfield
County Unified Land Use Resolution of 2008, as amended.
A. Compatibility with adjacent residential communities;
B. Traffic Impacts;
C. Safety and access concerns;
D. Noise;
E. Storage;
F. Potential impacts to river and other water quality concerns;
G. Geologic and hydrologic concerns;
H. Potential wildlife impacts including aquatic animal life.
5. That the application is not generally consistent with the Garfield County Comprehensive Plan,
2030.
A. The Future Land Use Map;
B. Economy, Employment and Tourism;
C. Natural Resources;
D. Mineral Extraction.
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