HomeMy WebLinkAbout20092539.tiffSITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
REVIEW (USR) APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT # /AMOUNT # IS CASE # ASSIGNED:
APPLICATION RECEIVED BY PLANNER ASSIGNED:
Parcel Number 0 2 9 1 _ 0 4 _ 0 _ 0 0 _ 0 0 6
O2 digit number- found on Tax I.D. information, obtainable al the Wald County Assassorc Of re, nr www rn weld rn us )
Legal Description NW/4 exc West 500' Section 4 , Township 110 North, Range 61 West
Flood Plain: N/A Zone District: AG , Total Acreage: 136.00 , Overlay District: N/A
Geological Hazard: N/A , Airport Overlay District: N/A
FEE OWNER(S) OF THE PROPERTY:
Name: Douglas K. & Deborah S. Duggan
Work Phone # Home Phone # 970-895-2404 Email
Address: PO Box 38
Address:
City/State/Zip Code Grover, CO 80729
Name:
Work Phone # Home Phone # Email
Address:
Address:
City/State/Zip Code
Name:
Work Phone # Home Phone # Email
Address:
Address:
City/State/Zip Code
APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent)
Name: Sherri Robbins
Work Phone # 303-350-1171 Home Phone # Email sherri.robbins@petro-canada.com
Address: Petro -Canada Resources (LISA) Inc.
Address: 999 18th Street, Suite 600
City/State/Zip Code Denver, CO 80202
PROPOSED USE:
Petro -Canada Resources (USA) Inc. is submitting the USR application in order to build and operate a natural gas
compressor station in the NW/4 of Section 4 T10N R61 W as well as the inlet and outlet pipelines associated with the
station.
I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted
with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee
owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee
owners must be included with the application. If a corporation is the fee owner, notarized evidence must be
included indicating that Ihignatory has to legal authprity t sign for the torpor
N11.
OYCvh 0)1 1 01
Signature: Owner or Authorized Ar(t) Date Signature: Owner or Authoriz Ag n Date
EXHIBIT
2009-2539
Petro -Canada Resources (USA) Inc.
June 2, 2009
Southwest Weld County Services Complex
Weld County Department of Planning Services
4209 County Road 24.5
Longmont, Colorado 80504
Attention: Ms. Jacqueline Hatch-Drouillard, Planner
Re: Grover Compressor Station
Weld County - Use by Special Review Application
Township 11 North, Range 60 - 61 West
Sections 32 & 33 and 4 & 5
Weld County, Colorado
Dear Jacqueline:
Enclosed please find the noted Use by Special Review application along with
required attachments for your review. Also enclosed is our check #54175 in the
amount of $2500.00 for Weld County processing fees.
Also attached please find Petro -Canada's letter of Authorization to Sign and a list
of Petro -Canada Directors and Officers. Please advise if you have any questions
and thank you for your help with our application.
PETRO-CANADA RESOURCES (USA) INC
Very truly yours,
Sherri Robbins
Permitting Manager
Enclosures
Suite 600, 999 18th Street • Denver, CO 80202
Office: (303) 297-2100 • Fax (303) 297-7708 • www.petro-canada.ca
APPLICATION FOR USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
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AUTHORIZATION TO SIGN
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PETROCANADA ,
PETRO-CANADA RESOURCES (USA) INC.
999 18TH STREET, SUITE 600
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"RCA
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Petro -Canada Resources (USA) Inc.
May 26, 2009
Weld County Planning & Building
918 10th Street
Greeley, Colorado 80631
Re: Authorization to Sign
Use by Special Review Applications
Weld County, Colorado
Gentlemen:
Please accept this letter as authorization for Ms. Sherri L. Robbins, Permitting
Manager for Petro -Canada Resources (USA) Inc. ("PCR"), to execute the
referenced applications and all related documents thereto on behalf of PCR.
Thank you for your consideration in this regard.
Sincerely,
PETRO-CANADA RESOURCES (USA) INC.
Edward L. McLaughlin
President
ELM/SLR/kv
Suite 600, 999 18th Street • Denver, CO 80202
Office: (303) 297-2100 • Fax (303) 297-7708 • www.petro-canada.ca
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Directors / Officers
Petro -Canada Resources (USA) Inc.
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Directors
Edward L. McLaughlin
Dennis J. Gustafson
Scott R. Miller
Officers
Edward L. McLaughlin
Scott R. Miller
Hugh L. Hooker
Dennis J. Gustafson
Kathleen R. Vigil
Effective June 12, 2008
Director
Director
Director
President
Vice President, General Counsel & Secretary
Secretary
Vice President
Assistant Secretary
APPLICATION FOR USE BY SPECIAL REVIEW
TOWNSHIP 10 NORTH, RANGE 61 WEST
SECTION 4
PARCEL NO. 0291 04 000006
COUNTY OF WELD
STATE OF COLORADO
APPLICANT:
rill
PETROQANAQA ,,
PETRO-CANADA RESOURCES (USA) INC.
999 18111 STREET, SUITE 600
DENVER, CO 80202
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SITE SPECIFIC DEVELOPMENT PLAN AND
USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE
The following questions are to be answered and submitted as part of the USR
application. If a question does not pertain to your use, please respond with "not
applicable", with an explanation as to why the question is not applicable.
1. Explain, in detail, the proposed use of the property.
Petro -Canada Resources (USA) Inc. (PCR) is submitting this Use by
Special Review Permit application to the Wed County Department of
Planning Services for operation of a Natural Gas Compressor Station
in the NW/4 of Section 4 T1 ON R61W as well as the inlet and outlet
pipelines associated with the station. The proposed station will be
located approximately/ miles east of Grover, CO. The station and
pipelines will be owned by PCR and will be integrated into the Lilli Gas
Processing Facility located in SW/4 Section 4 T8N R58W.
PCR has an existing surface easement agreement for the property
underlying the proposed station for operating compression and
dehydration equipment. The original agreement was executed in
1986. The only remaining equipment at the site is pig launcher
facilities used for the existing 6" plastic pipeline, which delivers gas
currently gathered in the Grover field to the Lilli Gas Plant.
The new equipment will compress and dehydrate a maximum of
12,0000,000 cubic feet of natural gas per day (12 MMCFD) from
existing and new wells gathered in the Grover Field gathering system.
The total current volume gathered in the existing gathering system is
approximately 4 MMCFD.
The proposed compressor station will provide needed gas
compression resulting in lower wellhead operating pressures for oil and
gas production and longer economic lives for the wells.
The proposed compressor station site is an abandoned compressor
station site which was originally leased by Juniper Gas Gathering
System in 1986. It is not known when the equipment was shut down
and moved from the site; the site currently has an active 6" pig
launcher assembly attached to the existing 6" HDPE pipeline installed
in 2005.
Please see the project overview provided with this application.
Petro -Canada Resources (USA) Inc. 1 Grover Compressor Station
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2. Explain how this proposal is consistent with the intent of Weld
County Code, Chapter 22 of the Comprehensive Plan.
This application has been compiled in accordance with the Weld
County Zoning Ordinance dated December 1, 1999 and the Weld
County Comprehensive Plan dated March 25, 1999. The proposed
compressor station plan conforms to many of the goals and policies
outlined in Weld County's Comprehensive Plan:
• No net loss of productive agricultural land
• No impact on irrigated agricultural land
• Enhanced recovery of the County's oil and gas natural
resources
• Installation of facilities consistent with adjoining oil and gas
activities.
3. Explain how this proposal is consistent with the intent of the Weld
County Code, Chapter 23 (Zoning) and the zone district in which it
is located.
The proposed compressor station will be on an approximately 1 acre
site in the NW/4 of Section 4 T10N R61W, approximately 1/4 mile east
of Grover, Colorado. The station will be located on the abandoned
compressor station site; the property is zoned for agricultural use. The
station will have no impact on agricultural land.
4. What type of uses surround the site (explain how the proposed
use is consistent and compatible with surrounding land use).
The proposed compressor station will be on an approximately 1 acre
site in the NW/4 of Section 4 T10N R61W, approximately 1/4 mile east
of Grover, Colorado. The station will be located on the abandoned
compressor station site; the property is zoned for agricultural use. The
station will have no impact on agricultural land.
Adjoining land to the proposed site is used for grazing, limited
agricultural development, and oil and gas production. The quarter
section containing the proposed compressor station parcel is bounded:
• to the north by WCR 122 and undeveloped range and grazing
land with oil and gas wells and tank batteries;
• to the south by range/grazing land, oil and gas development;
• to the west by range/grazing land and the town limits of Grover,
Colorado; and
• to the east by range/grazing land and oil and gas wells.
Petro -Canada Resources (USA) Inc. 2 Grover Compressor Station
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Entrance to the site is south of Weld County Road 122. PCR intends
to restrict access to the site by installing a 6' chain link fencing with 3
strands of barbed wire around the perimeter of the site.
The nearest residential structures to the proposed compressor station
are located approximately 1,500 feet southwest and 2,000 feet west of
the station's boundary.
There are no expected adverse impacts on historical, archaeological or
scenic resources.
5. Describe, in detail, the following:
a. Number of people who will use this site:
The compressor station will operate 365 days per year, 7 days
per week, and 24 hours per day. The station will be designed to
operate unattended; personnel will check the station daily but
will not normally be present at the station.
b. Number of employees proposed to be employed at this site:
The facility will be designed to operate unattended. At least
one PCR employee will check the station daily. The number of
people on location at the site will vary due to construction and
maintenance activities, but once in operational mode, only one
employee will be on the site for a brief period of time.
c. Hours of operation:
The compressor station will operate 365 days per year, 7 days
per week, and 24 hours per day.
d. Type and number of structures to be erected (built) on this
site:
The compressor station equipment will include:
• Two Caterpillar 3516 Natural Gas Engines with Ariel
JGT/4 Compressors with skid mounted jacket water and
gas coolers.
• One Caterpillar 3412 compressor
• One Glycol Dehydration Unit skid approximately 12 feet
wide by 30 feet long including one contactor tower
approximately 25 feet high.
• One above ground 30,000 gallon inlet slug bottle
Petro -Canada Resources (USA) Inc. 3 Grover Compressor Station
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• Two 300 bbl API atmospheric tanks
• One VOC emissions incinerator
• One Screw Compressor — exact type and horsepower
unknown
The compressors are packaged with integral buildings equipped
to minimize any noise from the unit and have fire eyes and
combustible gas monitors as part of their safety system. The
compressors will be installed on concrete foundations. The
compressor packages are equipped with skid containment and
an open drain system to a double wall, buried drain tank to be
used for containing water used to periodically wash the
equipment as part of Petro -Canada's housekeeping practices.
There will be a 10'x12' skid mounted, steel building to house
electrical equipment and the station monitoring system, which
will notify PCR personnel of changes in the compressor status.
The compressed gas will be dehydrated using standard glycol
dehydration by contacting gas with triethylene glycol in an
approximately 30" O.D. X25' tall contactor. The contactor,
glycol system pumps and regeneration equipment will be
housed in a separate skid -mounted building approximately
12'x30'x10', which will also house the natural gas fired glycol
reboiler.
PCR has an office facility that has a washroom facility within the
town of Grover. Portable toilet facilities will be made available
during the construction phase only. Anti -bacterial hand
sanitizers will be available. Bottled water will be available for
drinking while on location.
The proposed compressor station will have several pole -
mounted lights, 400 watt, 25 foot poles. The approximate
location for each light pole has been shown on the plot plan.
The compressor and electrical equipment "buildings" will have a
porch light, also shown on the plot plan.
The facility will be fenced with a 6' chain link fence with 3
strands of barbed wire across the top.
Inlet and Discharge Pipeline:
The proposed station inlet pipeline will be 12 SDR 13.5 HDPE
polyurethane pipe serving as the primary trunk line to which
individual batteries will be connected.
Petro -Canada Resources (USA) Inc. 4 Grover Compressor Station
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The proposed discharge pipeline will be 8.625" O.D. X 0.188"
w.t. API5L Gr X 52 coated pipe installed in accordance with
CFR 49 Part 192 regulations. The proposed pipeline will
parallel the existing 6" HDPE pipeline installed in 2005.
Isolation block valves for the 8" pipeline will be installed in
Section 27 T10N R60W and Section 16 T9N R59W as well as
the beginning and end of the pipeline. PCR has acquired the
rights -of -way necessary for installation of the pipeline.
All of the pipelines will be buried. All isolation valves will be
installed above ground and fenced with 6' chain link security
fencing.
e. Type and number of animals, if any, to be on this site:
PCR does not plan or anticipate housing, feeding, or
maintaining any animals on the proposed compressor station
site.
f. Kind of vehicles (type, size, weight) that will access this
site and how often:
g.
During the construction phase, it is anticipated that there will be
approximately 20 personnel on the site. Construction equipment
shall include backhoes, small (15 — 25 ton) cranes. Large
cranes (80 -110 ton) will be used for one day to set the larger
compressor station equipment such as the compressors and
coolers. Other heavy-duty vehicle traffic will occur during the
construction phase with trucks wearing up to 40,000 lbs.
Vehicles on location daily will include % ton and one ton
pickups. Construction and maintenance vehicle sizes and types
will vary depending on the contractor's equipment and the type
of maintenance required.
Who will provide fire protection to this site:
Pawnee Fire Protection District
319 Chatoga Avenue
Grover, CO 80729-0066
An automated emergency shut down system will monitor
operating conditions at the station and will shut down the station
in the event of an emergency. The emergency shut down
system will utilize automated block valves to shut off gas into
and out of the compressor station.
Petro -Canada Resources (USA) Inc. 5 Grover Compressor Station
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The individual compressor buildings will be equipped with fire
detectors and combustible gas monitors which will initiate the
emergency station shutdown.
A callout system, operated on an uninterruptible power supply,
will notify station operators of station shutdowns and operational
problems.
Portable, Purple K or equivalent fire extinguishers will be
stationed around the site. In the event of a major fire, the
emergency shutdown system will shut off available fuel for the
fire.
h. Water source on the property (both domestic and
irrigation):
Not applicable. The proposed compressor site does not have
any water sources on the property. Restroom facilities will not
be present at the site. The Grover Field Office is within the
Grover town limits. Portable toilet facilities will be made
available during the construction phase. Anti -bacterial hand
sanitizers will be made available at all times.
Bottled water for drinking purposes will also be made available.
The nearest surface water feature in the area is an unnamed
body of water approximately 1.5 miles SE of the proposed
compressor site. Crow Creek is approximately 1.5 — 2.0 miles
west of the proposed compressor site.
According to the flood plain maps maintained by Weld County
Department of Planning Services, the proposed site does not
occur in a flood hazard area. PCR will prepare a Stormwater
Management Plan and obtain a permit from the Colorado
Department of Health prior to the start of construction.
i. Sewage disposal system on property (existing and
proposed).
Not applicable. The proposed location does not have a sewage
disposal system on site. Petro -Canada does not anticipate the
need for a sewage disposal system at the proposed compressor
location as the site will be unmanned. Petro -Canada
employees also have access to washroom facilities at the Petro -
Canada office located in nearby Grover, Colorado.
Petro -Canada Resources (USA) Inc. 6 Grover Compressor Station
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If storage or warehousing is proposed, what type of items
will be stored?
The proposed compressor station site could possibly be utilized
as a storage yard for compressor and engine parts, field
equipment as well as other various types of oilfield equipment.
6. Explain the proposed landscaping for the site.
Petro -Canada will utilize'/;' road base on the entire site. Petro -Canada
will control noxious weeds by mowing or through the application of
herbicides as necessary. Weeds will not be allowed to grow higher
than 12" along the access and within the compressor site.
The proposed compressor station will have several pole -mounted
lights, 400 watt, 25 foot poles. The approximate location for each light
pole has been shown on the site plan. The compressor and electrical
equipment "buildings" will have a porch light, also shown on the plot
plan.
The facility will be fenced with a 6' chain link fence with 3 strands of
barbed wire across the top.
Vehicle traffic to and from the site will be minimal.
The compressor engines will be placed on concrete.
7. Explain any proposed reclamation procedures when termination
by the Use by Special Review activity occurs.
The proposed compressor station site is approximately one acre and
upon termination of the project, the site would be reclaimed in
accordance with the rules and regulations of the Colorado Oil & Gas
Conservation Commission.
8. Explain how the storm water drainage will be handled on the site.
Petro -Canada will prepare a Stormwater Management Plan for the
compressor station and for its construction activities and obtain a
permit from the Colorado Department of Public Health and
Environment (CDPHE). Construction activity will include the use of silt
fences and retention ponds for stormwater from the disturbed
construction area as required. Petro -Canada will insure its
construction contractor(s) minimize construction dust by utilizing road
base materials and spraying with water as required.
Petro -Canada Resources (USA) Inc. 7 Grover Compressor Station
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9. Explain how long it will take to construct this site and when
construction and landscaping is scheduled to begin.
The proposed Grover Compressor Station is expected to begin within
two weeks of obtaining the required permits. The station will be
operational approximately four months after construction begins.
The estimated maximum work force during construction at the
compressor station will be twenty (20) personnel. Construction
personnel will work from 7:00 a.m. to 5:30 p.m. Monday through
Saturday. Construction equipment will include backhoes and small
(15 -25 ton) cranes.
10. Explain where storage and/or stockpile of wastes will occur on
this site.
Normal waste will be disposed of utilizing commercial dumpster
services and will be removed from the proposed site as needed.
Other waste from the compressor station will include:
1. Used compressor lube oil
2. Lube oil or hydrocarbon liquid contaminated rags
Used lube oil will be transported away from the site using certified
transporters. Any spills reporting or remedial actions will be the
responsibility of Petro -Canada's TLM (EH&S) Advisor and will be in
compliance with the Colorado Oil and Gas Conservation Commission
rules and regulations. Contaminated rags will be transported off site to
an approved disposal facility.
All waste will be stored in appropriate storage containers on location
until removal.
Petro -Canada Resources (USA) Inc. 8 Grover Compressor Station
APPLICATION FOR USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
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PROJECT OVERVIEW NARRATIVE
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PETROCANADA .
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PETRO-CANADA RESOURCES (USA) INC.
999 18TH STREET, SUITE 600
DENVER, CO 80202
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USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
TABLE OF CONTENTS
PROJECT OVERVIEW NARRATIVE
1.0 INTRODUCTION 1
2.0 BACKGROUND INFORMATION 1
2.1 Compressor Station Location 2
2.2 Surface Water Features 2
2.3 Air Emission Permits 3
3.0 FACILITIES DESCRIPTION 3
3.1 Inlet and Discharge Pipelines 3
3.2 Compressor Station Equipment 3
3.3 Station Utilities 4
3.4 Station Environmental Impacts 5
3.5 Station Noise Mitigation 5
4.0 STATION OPERATIONS 5
4.1 Emergency Shutdown and Fire Suppression Systems 5
4.2 Waste Disposal 6
4.3 Station Site Maintenance 6
5.0 SITE SELECTION 6
5.1 Alternative Station Sites 7
6.0 CONSTRUCTION 7
6.1 Construction Costs 7
6.2 Construction Workforce and Equipment 7
6.3 Stormwater Management 7
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USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
1.0 INTRODUCTION
Petro -Canada Resources (USA) Inc. (PCR) is submitting this Use by Special Review Permit
application to the Weld County Department of Planning Services for operation of a Natural Gas
Compressor Station in the NW/4 of Section 4 TI0N R61 W as well as the inlet and outlet pipelines
associated with the station. The proposed station will be located approximately 1/4 mile east of
Grover, Colorado. The station and pipelines will be owned by PCR and will be integrated into the
Lilli Gas Processing Facility located in SW/4 Sec. 4 T8N R58W.
PCR has an existing surface easement agreement for the property underlying the proposed station
which provides for operating compression and dehydration equipment. The original agreement was
executed in 1989. The pig launcher facilities used for the existing 6" plastic pipeline, which delivers
gas currently gathered in the Grover field to the Lilli Gas Processing Plant, are the only remaining
equipment on location.
The new equipment will compress and dehydrate a maximum of 12,000,000 cubic of feet of natural
gas per day (12 MMCFD) from existing and new wells gathered in the Grover Field system. The
total current volume gathered in the existing gathering system is approximately 4 MMCFD.
The proposed compressor station will provide needed gas compression resulting in lower wellhead
operating pressures for oil and gas production and longer economic lives for the wells.
This permit application has been compiled in accordance with the Weld County Zoning Ordinance
dated December 1, 1999, and the Weld County Comprehensive Plan dated March 25, 1999. The
proposed compressor station plan conforms with many of the goals and policies outlined in Weld
County's Comprehensive Plan:
• No net loss of productive agricultural land
• No impact on irrigated agricultural land
• Enhanced recovery of the County's oil and gas natural resources
• Installation of facilities consistent with the adjoining oil and gas activities
2.0 BACKGROUND INFORMATION
PCR purchased Walsh Production Company effective December 3, 2008. PCR intends to drill and
complete additional wells on acreage included in the acquisition in the area known as the Grover
Field. To accommodate the expected increase in oil and gas production, a new compressor station is
required to deliver the gas to the Lilli Gas Processing Plant.
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USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
The site for the compressor station is an abandoned compressor station site which was originally
leased by Jupiter Gas Gathering System in 1986. It is not known when the original equipment was
shut down and moved from the site; the site currently has an active six inch pig launcher assembly
which utilizes the existing 6" HDPE (High Density Polyethylene) pipeline that was installed in 2005.
Other previously abandoned equipment at the site is not operational and will be removed as part of
this project.
2.1 COMPRESSOR STATION LOCATION
The proposed compressor station will be on an approximately 1 acre site (200' x 200') in the NW/4
of Section 4 T1 ON R61 W, approximately 1/4 mile east of the town of Grover, Colorado. The station
will be located on the abandoned compressor station site; the property is zoned for agricultural use.
The station will have no impact on agricultural land.
Adjoining land to the proposed site is used for grazing, limited agricultural development, oil and gas
production. The quarter section containing the proposed compressor station parcel is bounded:
• to the north by WCR 122 and undeveloped range and grazing land with oil and gas wells and
tank batteries;
• to the south by range/grazing land, oil and gas development;
• to the west by range/grazing land and the town limits of Grover, Colorado;
• to the east by range/grazing land and oil and gas wells
Entrance to the site is south off Weld County Road 122. PCR intends to restrict access to the site by
installing a 6' chain link fencing with 3 strands of barbed wire around the perimeter of the site.
The nearest residential structures to the proposed compressor station are located approximately 1500
feet southwest and 2000 feet west of the station boundary.
2.2 SURFACE WATER FEATURES
The nearest surface water feature in the area is Crow Creek, which is approximately 1.5 — 2.0 miles
to the west and an unnamed body of water approximately 1.5 miles to the southeast of the proposed
compressor station site. According to the flood plain maps maintained by the Weld County
Department of Planning Services and maps published the USGS (McCain and Hotchkiss, 1975), the
proposed site does not occur in a flood hazard area. PCR will prepare a Stormwater Management
Plan and obtain a permit from the Colorado Department of Health prior to the start of construction.
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2.3 AIR EMISSION PERMITS
USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
PCR has applied for Air Permits for the equipment to be installed at the station. A copy of the permit
application is attached. The current application requests approval for the installation of two
compressor units although only one will be installed at this time with the second unit on hold pending
the development of the Grover field.
3.0 FACILITY DESCRIPTION
The station will have a capacity to compress 12,000,000 standard cubic feet per day (12MMCPD) of
gas from approximately 15 psig to 850 psig utilizing two Caterpillar 3516 natural gas driven engines
with Ariel JGT/4, three -stage compressors. The total site rated horsepower at 100 degree ambient
temperature for the proposed compressor station will be approximately 2460 HP. The low pressure,
inlet gas will be delivered via a polyurethane gas gathering pipeline system. The compressed gas
will be dehydrated using standard triethylene glycol dehydration and will be piped from the station to
the existing Lilli Gas Processing Plant.
3.1 INLET AND DISCHARGE PIPELINES
The proposed station inlet pipeline will be 12" SDR 13.5 HDPE polyurethane pipe serving as the
primary trunk line to which individual batteries will be connected.
The proposed discharge pipeline will be 8.625" O.D. X 0.188" w.t. AP15L Gr X52 coated pipe
installed in accordance with CFR §49 Part 192 regulations. The proposed route is shown on the map
enclosed. The proposed pipeline will parallel the existing 6" HDPE pipeline installed in 2005.
Isolation block valves for the 8" pipeline will be installed in Section 27 TI ON R60W and Section 16
T9M R59W as well as the beginning and end of the pipeline. PCR has acquired the rights -of -way
necessary for installation of the pipeline.
3.2 COMPRESSOR STATION EQUIPMENT
The compressor station equipment will include:
1.) Two Caterpillar 3516 Natural Gas Engines with Ariel JGT/4 Compressors with skid
mounted jacket water and gas coolers.
2.) One Glycol Dehydration Unit skid approximately 12 feet wide by 30 feet long including
one contactor tower approximately 25 feet high
4.) One above ground 30,000 gallon inlet slug bottle
5.) Two 300 bbl API atmospheric tanks
6.) One VOC emissions incinerator
7.) Screw compressor — type and horsepower have yet to be determined
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USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
One of the Caterpillar 3516 compressors will be installed in 2009. The second compressor may be
installed in the future, if warranted. A smaller, Caterpillar 3412 compressor may initially be installed
on a temporary basis while production testing occurs but will be removed when the first 3516
compressor is installed.
The compressors are packaged with integral buildings equipped to minimize any noise from the unit
and have fire eyes and combustible gas monitors as part of their safety system. The compressors will
be installed on concrete foundations. The compressor packages are equipped with skid containment
and an open drain system to a double wall, buried drain tank to be used for containing water used to
periodically wash the equipment as part of PCR's housekeeping practices.
There will be a 10'x12', skid mounted, steel building to house electrical equipment and the station
monitoring system which will notify PCR personnel of changes in the compressor runs status. PCR
personnel will visit the site once a day to monitor operating conditions and visually inspect the
equipment.
The compressed gas will be dehydrated using standard glycol dehydration by contacting the gas with
triethylene glycol in an approximately 30"O.D. X 25' tall contactor. The contactor, glycol system
pumps and regeneration equipment will be housed in a separate, skid -mounted building
approximately l2'x30'x10' tall which will also house the natural gas fired glycol reboiler.
The proposed compressor station will have several pole -mounted lights, 400 watt, 25 foot poles. The
approximate location for each light pole has been shown on the plot plan. The compressor and
electrical equipment "buildings" will have a porch light, also shown on the plot plan.
The facility will be fenced with a 6' chain link fence with 3 strands of barbed wire across the top.
The entire facility will have 3A" road base on the entire site. Petro -Canada will control noxious
weeds by mowing or by the application of herbicides as necessary. Weeds will not be allowed to
grow higher then 12" along the access and within the compressor site.
3.3 STATION UTILITIES
The compressors will utilize inlet gas for fuel gas. Bringing electricity to the site to power the
compressors may be a possibility; however, it is unknown if the local electric company has the ability
to provide the necessary power for the units. Therefore, the compressors will initially be powered by
inlet gas.
There are no process water requirements for the station.
4
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USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
PCR will set a portable toilet for construction personnel during the construction phase. PCR has an
office facility that has a washroom facility within the town of Grover. Bottled water will be available
on location for drinking and anti -bacterial hand sanitizers will be available on location as well.
3.4 STATION ENVIRONMENTAL IMPACTS
The nearest residences to the proposed compressor station are located approximately 1500 feet
southwest of the station boundary.
The proposed station will be constructed on an existing compressor station site located adjacent to
WCR 122. The compressor building exterior color will be Desert Tan consistent with the well
storage tanks that already exist in the area.
The proposed station will enhance the ultimate recovery of mineral resources.
There are no expected adverse impacts on historical, archaeological or scenic resources.
3.5 STATION NOISE MITIGATION
PCR has discussed the proposed station with property owners surrounding the quarter section
containing the station. The owners were concerned about potential noise from the station and one
owner asked that the station not have lights at night except when an operator is at the station. PCR
will install lighting which will only be used at night if an operator is working at the station. The
lights will be pole mounted, 400 watts and 25 ft. in height.
Noise from the proposed station will be from the 1,230 hp, natural gas fueled Caterpillar engines and
the fans used to cool the engine antifreeze and the compressed gas. To mitigate potential noise, PCR
will equip the engines with hospital grade exhaust silencers and will face the engine exhaust to the
east.
4.0 STATION OPERATIONS
The compressor station will operate 365 days per year, 7 days per week, and 24 hours per day. The
station will be designed to operate unattended; personnel will check the station daily but will not
normally be present at the station.
4.1 EMERGENCY SHUT DOWN AND FIRE SUPPRESSION SYSTEMS
An automated emergency shut down system will monitor operating conditions at the station and will
shut down the station in the event of an emergency. The emergency shut down system will utilize
automated block valves to shut off gas into and out of the compressor station.
5
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USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
The individual compressor buildings will be equipped with fire detectors and combustible gas
monitors which will initiate an emergency station shutdown.
A callout system, operated on an uninterruptible power supply, will notify station operators of station
shutdowns and operational problems.
Portable, Purple K or equivalent fire extinguishers will be stationed around the site. In the event of a
major fire, the emergency shutdown system will shut off available fuel for the fire.
PCR maintains written emergency notification procedures for each of its compressor stations.
4.2 WASTE DISPOSAL
Normal waste will be disposed of utilizing commercial dumpster services.
Other waste from the station will include:
l.) Used compressor lube oil
2.) Lube oil or hydrocarbon liquid contaminated rags
Used lube oil will be transported away from the site using certified transporters. Any spill reporting
or remedial actions will be the responsibility of PCR's TLM Advisor. Contaminated rags will be
transported off site to approved disposal.
4.3 STATION SITE MAINTENANCE
PCR will utilize 3/4" road base on all areas of the site which will be accessible by vehicles or
personnel in their routine operations. PCR will also utilize 3/4" rock inside of the berm for the
atmospheric tanks and about a 4 foot perimeter around the compressor and under vessels. PCR
will control noxious weeds by mowing or the selected application of herbicides as necessary. Weeds
will not be allowed to exceed 12" in height along the access or within the 200' x 200' area.
Vehicle traffic to and from the site will be minimal. As noted earlier, station operators will check the
station daily but will not normally be present at the station. This is an unmanned facility.
5.0 SITE SELECTION
PCR has selected the proposed site because of the existing lease agreement provides for use as a
compressor station site, its centralized location providing for the aggregate gathering of existing gas
produced in the Grover Field and its location at the beginning of the existing 6" HDPE pipeline to the
Lilli Plant.
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USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
5.1 ALTERNATIVE SITES
In evaluating potential alternative sites, the following points were taken into consideration:
1.) Hydraulics of the existing piping
2.) Minimum impact on existing land and landowners
3.) Timeliness
5.1.5 SUMMARY
No other sites provided an acceptable alternative to the existing site.
6.0 CONSTRUCTION
Station construction is expected to begin within two weeks of obtaining the required building
permits. The station will be operational approximately four months after construction begins.
6.1 CONSTRUCTION COSTS
The compressor station mechanical construction cost is estimated to be $450,000; electrical
construction costs are estimated to be an additional $25,000.
6.2 CONSTRUCTION WORKFORCE AND EQUIPMENT
The estimated maximum work force during construction at the compressor station will be twenty
(20) personnel. Construction personnel will work 7:00 a.m. to 5:30 p.m. Monday through Saturday.
Compressor station construction equipment shall include backhoes and small (15T to 25T) cranes.
Large cranes (80T to 11 OT) will be used for one day to set the compressors and coolers.
A portable toilet facility will be placed on location during the construction phase. Anti -bacterial
hand sanitizer will be made available. Bottled water will be available on location for drinking
purposes.
6.3 STORMWATER MANAGEMENT
PCR will prepare a Stormwater Management Plan for the proposed compressor station and for its
construction activities and obtain a permit from the Colorado Department of Health. Construction
activity will include use of silt fences and retention ponds for stormwater from the disturbed
construction area as required. PCR will insure its construction contractor(s) minimize construction
dust by utilizing road base materials and spraying with water as required.
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Page 2 of 19
Permit No. COR-030000
CDPS GENERAL PERMIT
STORMWATER DISCHARGES ASSOCIATED WITH
CONSTRUCTION ACTIVITY
AUTHORIZATION TO DISCHARGE UNDER THE
COLORADO DISCHARGE PERMIT SYSTEM
In compliance with the provisions of the Colorado Water Quality Control Act, (25-8-101 et seq., CRS,
1973 as amended) and the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et seq.; the
"Act"), this permit authorizes the discharge of stormwater associated with construction activities certified
under this permit, from those locations specified throughout the State of Colorado to specified waters of
the State. Such discharges shall be in accordance with the conditions of this permit.
This permit specifically authorizes the facility listed on page 1 of this permit to discharge stormwater
associated with construction activity, as of this date, in accordance with permit requirements and
conditions set forth in Parts I and II hereof. All discharges authorized herein shall be consistent with the
terms and conditions of this permit.
This permit and the authorization to discharge shall expire at midnight, June 30, 2012.
Issued and Signed this day of
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
Janet S. Kieler
Permits Section Manager
Water Quality Control Division
TABLE OF CONTENTS
PART I
•A. COVERAGE UNDER THIS PERMIT 3
1. Authority to Discharge 3
a) Applicable Sections 3
b) Oil and Gas Construction 3
2. Definitions 3
3. Permit Coverage Without Application — Qualifying Local Programs 3
a) Applicable Sections 3
b) Local Agency Authority 4
c) Permit Coverage Termination 4
d) Compliance with Qualifying Local Program 4
e) Full Permit Applicability 4
4. Application, Due Dates 4
a) Application Due Dates 4
b) Summary of Application 4
5. Permit Certification Procedures 4
a) Request for Additional Information 5
b) Automatic Coverage 5
c) Individual Permit Required 5
d) General vs. Individual Permit Coverage 5
e) Local Agency Authority 5
6. Inactivation Notice 5
7. Transfer of Permit 5
8. Reassignment of Permit 6
9. Sale of Residence to Homeowners 6
10. Permit Expiration Date 6
11. Individual Permit Criteria 6
.B. STORMWATER MANAGEMENT PLAN - GENERAL REQUIREMENTS 7
C. STORMWATER MANAGEMENT PLAN - CONTENTS 7
1. Site Description 7
2. Site Map 7
3. Stormwater Management Controls 8
a) SWMP Administrator 8
b) Identification of Potential Pollutant Sources 8
c) Best Management Practices (BMPs) for Stormwater Pollution Prevention. 8
4. Final Stabilization and Longterm Stormwater Management 9
5. Inspection and Maintenance 10
D. TERMS AND CONDITIONS 10
1. General Limitations 10
2. BMP Implementation and Design Standards 10
3. Prohibition of Non-Stormwater Discharges 10
4. Releases in Excess of Reportable Quantities 11
5. SWMP Requirements 11
a) SWMP Preparation and Implementation 11
b) SWMP Retention Requirements 11
c) SWMP Review/Changes 11
6. Inspections 11
a) Minimum Inspection Schedule 11
b) Inspection Requirements 12
c) Required Actions Following Site Inspections 13
7. BMP Maintenance 13
8. Replacement and Failed BMPs 13
9. Reporting 13
•
2a-
TABLE OF CONTENTS (cont.)
• 10. SWMP Availability 13
11. Total Maximum Daily Load (TMDL) 13
E. ADDITIONAL DEFINITIONS 14
F. GENERAL REQUIREMENTS 15
1. Signatory Requirements 15
2. Retention of Records 15
3. Monitoring 16
PART II
A. MANAGEMENT REQUIREMENTS 16
1. Amending a Permit Certification 16
2. Special Notifications - Definitions 16
3. Noncompliance Notification 16
4. Submission of Incorrect or Incomplete Information 17
5. Bypass 17
6. Upsets 17
7. Removed Substances 18
8. Minimization of Adverse Impact 18
9. Reduction, Loss, or Failure of Stormwater Controls 18
10. Proper Operation and Maintenance 18
B. RESPONSIBILITIES 18
1. Inspections and Right to Entry 18
2. Duty to Provide Information 19
3. Transfer of Ownership or Control 19
4. Modification, Suspension, or Revocation of Permit By Division 19
5. Permit Violations 20
6. Legal Responsibilities 20
7. Severability 20
8. Renewal Application 20
9. Confidentiality 21
10. Fees 21
11. Requiring an Individual CDPS Permit 21
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PART I
Page 3
Permit No. COR-030000
•A.
•
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PART I
COVERAGE UNDER THIS PERMIT
L Authority to Discharge
Under this permit, facilities are granted authorization to discharge stormwater associated with construction activities into
waters of the state of Colorado. This permit may authorize all new and existing discharges of stormwater associated with
construction activity. This includes stormwater discharges from areas that are dedicated to producing earthen materials,
such as soils, sand and gravel, for use at a single construction site (i.e., borrow or fill areas). This permit also authorizes
stormwater discharges from dedicated asphalt batch plants and dedicated concrete batch plants. (Coverage under the
construction site permit is not required for batch plants if they have alternate CDPS permit coverage.) This permit does
not authorize the discharge of mine water or process water from such areas.
a) Applicable Sections: This permit is made up of several parts, not all of which apply to all permittees. The
permittee will be responsible for determining and then complying with the applicable sections, depending upon
whether or not a Qualifying Local Program covers the site. For sites not covered by a Qualifying Local Program,
all Parts of the permit except Part I.A.3 apply.
b) Oil and Gas Construction: References in this permit to specific authority under the Federal Clean Water Act
(CWA) do not apply to stormwater discharges associated with construction activities directly related to oil and gas
exploration, production, processing, and treatment operations or transmission facilities, to the extent that the
references are limited by the federal Energy Policy Act of 2005. Stormwater discharges from oil and gas -related
construction are regulated under the State Discharge Permit System Regulations, Section 61.
2. Definitions
a) Stormwater: Stormwater is precipitation -induced surface runoff.
b) Construction activity: Construction activity includes ground surface disturbing activities including, but not
limited to clearing, grading, excavation, demolition, installation of new or improved haul roads and access roads,
staging areas, stockpiling of fill materials, and borrow areas. Construction does not include routine maintenance to
maintain original line and grade, hydraulic capacity, or original purpose of the facility.
c) Small construction activity: Stormwater discharge associated with small construction activity means the
discharge of stormwater from construction activities that result in land disturbance of equal to or greater than one
acre and less than five acres. Small construction activity also includes the disturbance of less than one acre of total
land area that is part of a larger common plan of development or sale, if the larger common plan will ultimately
disturb equal to or greater than one and less than five acres.
d) Qualifying Local Program: This permit includes conditions that incorporate qualifying local erosion and
sediment control program (Qualifying Local Program) requirements by reference. A Qualifying Local Program is
a municipal stormwater program for stormwater discharges associated with small construction activity that has
been formally approved by the Division.
Other Definitions: Definitions of additional terms can be found in Part I.E. of this permit.
3. Permit Coverage Without Application — for small construction activities under a Qualifying Local Program only
If a construction site is within the jurisdiction of a Qualifying Local Program, the operator of the construction activity is
authorized to discharge stormwater associated with small construction activity under this general permit without the
submittal of an application to the Division.
a) Applicable Sections: For sites covered by a Qualifying Local Program, only Parts 1.A.1, I.A.2, I.A.3, I.D.1,
I.D.2, LD.3, I.D.4, I.D.7, I.D.8, I.D.11, I.E and Part II of this permit, with the exception of Parts II.A.I, II.B.3,
II.B.8, and II.BI0, apply.
PART I
Page 4
Permit No. COR-030000
• A.
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COVERAGE UNDER THIS PERMIT (cont.)
b) Local Agency Authority: This permit does not pre-empt or supersede the authority of local agencies to prohibit,
restrict, or control discharges of stormwater to storm drain systems or other water courses within their jurisdiction.
c) Permit Coverage Termination: When a site under a Qualifying Local Program has been finally stabilized,
coverage under this permit is automatically terminated.
d) Compliance with Qualifying Local Program: A construction site operator that has authorization to discharge
under this permit under Part I.A.3 shall comply with the requirements of the Qualifying Local Program with
jurisdiction over the site.
e) Full Permit Applicability: The Division may require any operator within the jurisdiction of a Qualifying Local
Program covered under this permit to apply for and obtain coverage under the full requirements of this permit. The
operator must be notified in writing that an application for full coverage is required. When a permit certification
under this permit is issued to an operator that would otherwise be covered under Part I.A.3 of this permit, the full
requirements of this permit replace the requirements as per Part I.A.3 of this permit, upon the effective date of the
permit certification. A site brought under the full requirements of this permit must still comply with local
stormwater management requirements, policies or guidelines as required by Part I.D.1.g of this permit.
4. Application, Due Dates
a) Application Due Dates: At least ten calendar days prior to the commencement of construction activities, the
applicant shall submit an application form as provided by the Division, with a certification that the Stormwater
Management Plan (SWMP) is complete.
One original completed discharge permit application shall be submitted, by mail or hand delivery, to:
Colorado Department of Public Health and Environment
Water Quality Control Division
WQCD-Permits-B2
4300 Cherry Creek Drive South
Denver, Colorado 80246-1530
b) Summary of Application: The application requires, at a minimum, the following:
1) The applicant's company name; address; telephone number; and email address (if available); whether the
applicant is the owner, developer, or contractor; and local contact information;
2) Project name, address, county and location of the construction site, including the latitude and longitude to the
nearest 15 seconds of the approximate center of the construction activity;
3) Legal description or map of the construction site;
4) Estimates of: the total area of the site, the area of the site that is expected to be disturbed, and the total area of
the larger common plan of development or sale to undergo disturbance;
5) The nature of the construction activity;
6) The anticipated start date and final stabilization date for the project;
7) The name of the receiving water(s), or the municipal separate storm sewer system and the ultimate (i.e.,
named) receiving water(s);
8) Certification that the SWMP for the construction site is complete (see Part I.C. below); and
9) The signature of the applicant, signed in accordance with Part I F.1 of this permit.
5. Permit Certification Procedures
If the general permit is appropriate for the applicant's operation, then a certification will be developed and the applicant
will be authorized to discharge stormwater under this general permit.
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PART I
Page 5
Permit No. COR-030000
•A.
•
COVERAGE UNDER THIS PERMIT (cont.)
a) Request for Additional Information: The Division shall have up to ten calendar days after receipt of the above
information to request additional data and/or deny the authorization for any particular discharge. Upon receipt of
additional information, the Division shall have an additional ten calendar days to issue or deny authorization for
the particular discharge. (Notification of denial shall be by letter, in cases where coverage under an alternate
general permit or an individual permit is required, instead of coverage under this permit.)
b) Automatic Coverage: If the applicant does not receive a request for additional information or a notification of
denial from the Division dated within ten calendar days of receipt of the application by the Division, authorization
to discharge in accordance with the conditions of this permit shall be deemed granted.
c) Individual Permit Required: If, after evaluation of the application (or additional information, such as the
SWMP), it is found that this general permit is not appropriate for the operation, then the application will be
processed as one for an individual permit. The applicant will be notified of the Division's decision to deny
certification under this general permit. For an individual permit, additional information may be requested, and 180
days may be required to process the application and issue the permit.
d) General vs. Individual Permit Coverage: Any permittee authorized by this permit may request to be excluded
from the coverage of this permit by applying for an individual CDPS permit. The permittee shall submit an
individual application, with reasons supporting the request, to the Division at least 180 days prior to any discharge.
e) Local Agency Authority: This permit does not pre-empt or supersede the authority of local agencies to prohibit,
restrict, or control discharges of stormwater to storm drain systems or other water courses within their jurisdiction.
6. Inactivation Notice
When a site has been finally stabilized in accordance with the SWMP, the operator of the facility must submit an
Inactivation Notice form that is signed in accordance with Part I.F.I. of this permit. The Inactivation Notice form is
available from the Division and includes:
a) Permit certification number;
b) The permittee's name, address, telephone number;
c) Name, location, and county for the construction site for which the inactivation notice is being submitted.
d) Certification that the site has been finally stabilized, and a description of the final stabilization method(s).
7. Transfer of Permit
When responsibility for stormwater discharges at a construction site changes from one individual to another, the
permittee shall submit a completed Notice of Transfer and Acceptance of Terms form that is signed in accordance
with Part I.F.I. of this permit. The Notice of Transfer form is available from the Division and includes:
a) Permit certification number.
b) Name, location, and county for the construction site for which the Notice of Transfer is being submitted.
c) Identifying information for the new permittee.
d) Identifying information for the current permittee.
e) Effective date of transfer.
If the new responsible party will not complete the transfer form, the permit may be inactivated upon written request to
the Division and completion of the Inactivation Notice if the permittee has no legal responsibility, through ownership or
contract, for the construction activities at the site. In this case, the new owner or operator would be required to obtain
permit coverage separately.
•
PART I
Page 6
Permit No. COR-030000
.A.
•
COVERAGE UNDER THIS PERMIT (cont.)
8. Reassignment of Permit
When a permittee no longer has control of a specific portion of a permitted site, and wishes to transfer coverage of that
portion of the site to a second party, the permittee shall submit a completed Notice of Reassignment of Permit
Coverage form that is signed in accordance with Part I.F.I. of this permit. The Notice of Reassignment of Permit
Coverage form is available from the Division and includes:
a) Current permit certification number.
b) Identifying information and certification as required by Part I.A.4.b for the new permittee.
c) Identifying information for the current permittee, revised site information and certification for reassignment.
d) Effective date of reassignment
If the new responsible party will not complete the reassignment form, the applicable portion of the permitted site may be
removed from permit coverage upon written request to the Division if the permittee has no legal responsibility, through
ownership or contract, for the construction activities at the portion of the site. In this case, the new owner or operator
would be required to obtain permit coverage separately.
9. Sale of Residence to Homeowners
For residential construction only, when a residential lot has been conveyed to a homeowner and the criteria in
subsections a through e, below, are met, the transferred lot is removed from coverage under the permittee's certification
and the permittee is no longer responsible for meeting the terms and conditions of this permit for that property, including
the requirement to transfer or reassign permit coverage. The permittee remains responsible for inactivation of the
original certification.
a) The lot has been sold to the homeowner(s) for private residential use;
b) the lot transferred is less than one acre;
c) all construction activity conducted by the permittee on lot is completed;
d) a certificate of occupancy (or equivalent) has been awarded to the home owner; and
e) the SWMP has been amended to indicate the lot is no longer covered by permit.
10. Permit Expiration Date
Authorization to discharge under this general permit shall expire on June 30, 2012. The Division must evaluate and
reissue this general permit at least once every five years and must recertify the permittee's authority to discharge under
the general permit at such time. Therefore, a permittee desiring continued coverage under the general permit must
reapply by March 31, 2012. The Division will initiate the renewal process; however, it is ultimately the permittee's
responsibility to ensure that the renewal is submitted. The Division will determine if the permittee may continue to
operate under the terms of the general permit. An individual permit may be required for any facility not reauthorized to
discharge under the reissued general permit. For facilities wishing to terminate authorization under the permit, provisions
of Part 11.B.4.d will be applicable
11. Individual Permit Criteria
Various criteria can be used in evaluating whether or not an individual (or alternate general) permit is required instead of
this general permit. This information may come from the application, SWMP, or additional information as requested by
the Division, and includes, but is not limited to, the following:
a) the quality of the receiving waters (i.e., the presence of downstream drinking water intakes or a high quality
fishery, or for preservation of high quality water);
b) the size of the construction site
c) evidence of noncompliance under a previous permit for the operation;
d) the use of chemicals within the stormwater system;
e) discharges of pollutants of concern to waters for which there is an established Total Maximum Daily Load
(TMDL).
PART I
Page 7
Permit No. COR-030000
A. COVERAGE UNDER THIS PERMIT (cont.)
In addition, an individual permit may be required when the Division has shown or has reason to suspect that the
stormwater discharge may contribute to a violation of a water quality standard.
B. STORMWATER MANAGEMENT PLAN (SWMP) - GENERAL REQUIREMENTS
1. A SWMP shall be developed for each facility covered by this permit. The SWMP shall be prepared in accordance with
good engineering, hydrologic and pollution control practices. (The SWMP need not be prepared by a registered
engineer.)
2. The SWMP shall:
•
a) Identify all potential sources of pollution which may reasonably be expected to affect the quality of stormwater
discharges associated with construction activity from the facility;
b) Describe the practices to be used to reduce the pollutants in stormwater discharges associated with construction
activity at the facility; and ensure the practices are selected, installed, implemented and maintained in accordance
with good engineering practices; and
c) Be properly prepared, and updated in accordance with Part I.D.5.c, to ensure compliance with the terms and
conditions of this permit.
3. Facilities must implement the provisions of the SWMP as written, from commencement of construction activity until final
stabilization is complete, as a condition of this permit. The Division reserves the right to review the SWMP, and to
require additional measures to prevent and control pollution as needed.
4. The SWMP may reflect requirements for Spill Prevention Control and Countermeasure (SPCC) plans under section 311 of
the CWA, or Best Management Practices (BMPs) Programs otherwise required by a CDPS permit, and may incorporate
any part of such plans into the SWMP by reference, provided that the relevant sections of such plans are available as part
of the SWMP consistent with Part I.D.5.b.
C. STORMWATER MANAGEMENT PLAN (SWMP) — CONTENTS
The SWMP shall include the following items, at a minimum:
1. Site Description. The SWMP shall clearly describe the construction activity, to include:
•
a) The nature of the construction activity at the site.
b) The proposed sequence for major activities.
c) Estimates of the total area of the site, and the area and location expected to be disturbed by clearing, excavation,
grading, or other construction activities.
d) A summary of any existing data describing the soil, soil erosion potential or the quality of any discharge from the
site.
e) A description of the existing vegetation at the site and an estimate of the percent vegetative ground cover.
f) The location and description of all potential pollution sources including ground surface disturbing activities,
vehicle fueling, storage of fertilizers or chemicals, etc.
g) The location and description of any anticipated allowable sources of non-stormwater discharge at the site, e.g.,
springs and landscape irrigation return flow.
h) The name of the receiving water(s) and the size, type and location of any outfall(s). If the stormwater discharge is
to a municipal separate storm sewer system, the name of that system, the location of the storm sewer discharge,
and the ultimate receiving water(s).
2. Site Map. The SWMP shall include a legible site map(s), showing the entire site, identifying:
a) construction site boundaries;
b) all areas of ground surface disturbance;
PART I
Page 8
Permit No. COR-030000
•C. STORM WATER MANAGEMENT PLAN (SWMP) — CONTENTS
c) areas of cut and fill;
d) areas used for storage of building materials, equipment, soil, or waste ;
e) location of dedicated asphalt or concrete batch plants;
f) location of major structural and non-structural BMPs identified in the SWMP;
g) location of springs, streams, wetlands and other surface waters
3. Stormwater Management Controls.
The SWMP must include a description of all stormwater management controls that will be implemented as part of the
construction activity to control pollutants in stormwater discharges. The appropriateness and priorities of stormwater
management controls in a SWMP shall reflect the potential pollutant sources identified at the facility.
The description of stormwater management controls shall address the following components at a minimum:
a) SWMP Administrator - The SWMP shall identify a specific individual(s), position or title who is responsible for
developing, implementing, maintaining, and revising the SWMP. The activities and responsibilities of the
administrator shall address all aspects of the facility's SWMP.
b) Identification of Potential Pollutant Sources - The SWMP shall identify and describe all potential sources of
pollutants at the site, and assess the potential of these sources to contribute pollutants to stormwater discharges
associated with construction activity.
At a minimum each of the following shall be evaluated for the potential for contributing pollutants to runoff:
• all exposed and stored soils
• vehicle tracking of sediments
• management of contaminated soils
• loading and unloading operations
• outdoor storage activities (building materials, fertilizers, chemicals, etc.)
• vehicle and equipment maintenance and fueling
• significant dust or particulate generating processes
• routine maintenance activities involving fertilizers, pesticides, detergents, fuels, solvents, oils, etc.
• on -site waste management practices (waste piles, liquid wastes, dumpsters, etc.)
• concrete truck/equipment washing, including the concrete truck chute and associated fixtures and
equipment
• dedicated asphalt and concrete batch plants
• non -industrial waste sources such as worker trash and portable toilets
• other areas or procedures where potential spills can occur
c) Best Management Practices (BMPs) for Stormwater Pollution Prevention - The SWMP shall identify and
describe appropriate BMPs that will be implemented at the facility to reduce the potential of the sources identified
in Part I.C.3.b to contribute pollutants to stormwater discharges.
1) Structural practices for erosion and sediment control. The SWMP shall clearly describe and locate all
structural practices implemented at the site to minimize erosion and sediment transport. Practices may
include, but are not limited to: straw bales, wattles/sediment control logs, silt fences, earth dikes, drainage
swales, sediment traps, subsurface drains, pipe slope drains, inlet protection, outlet protection, gabions, and
temporary or permanent sediment basins.
S
2) Non-structural practices for erosion and sediment control. The SWMP shall clearly describe and locate, as
applicable, all non-structural practices implemented at the site to minimize erosion and sediment transport.
Description must include interim and permanent stabilization practices, and site -specific scheduling for
implementation of the practices. The SWMP should ensure that existing vegetation is preserved where
possible. Non-structural practices may include, but are not limited to: temporary vegetation, permanent
vegetation, mulching, geotextiles, sod stabilization, vegetative buffer strips, protection of trees, and
preservation of mature vegetation.
PART I
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Permit No. COR-030000
•C. STORMWATER MANAGEMENT PLAN (SWMP) - CONTENTS
3) Phased BMP implementation. The SWMP shall clearly describe the relationship between the phases of
construction, and the implementation and maintenance of both structural and non-structural stormwater
management controls. The SWMP must identify which stormwater management controls will be
implemented during the project phases, which can include, but are not limited to, clearing and grubbing; road
construction; utility and infrastructure installation; vertical construction; final grading; and final stabilization.
4) Materials Handling and Spill Prevention. The SWMP shall clearly describe and locate all practices
implemented at the site to minimize impacts from procedures or significant materials (see definitions at Part
I.E.) that could contribute pollutants to runoff. Such procedures or significant materials could include:
exposed storage of building materials; paints and solvents; fertilizers or chemicals; waste material; and
equipment maintenance or fueling procedures.
Areas or procedures where potential spills can occur shall have spill prevention and response procedures
identified in the SWMP.
5) Dedicated concrete or asphalt batch plants. The SWMP shall clearly describe and locate all practices
implemented at the site to control stormwater pollution from dedicated concrete batch plants or dedicated
asphalt batch plants covered by this certification.
6) Vehicle tracking control. The SWMP shall clearly describe and locate all practices implemented at the site to
control potential sediment discharges from vehicle tracking. Practices must be implemented for vehicle
tracking control, and can include: minimizing site access; street sweeping or scraping; tracking pads; graveled
parking areas; requiring that vehicles stay on paved areas on -site; wash racks; contractor education; etc;
and/or sediment control BMPs.
7) Waste management and disposal. The SWMP shall clearly describe and locate the practices implemented at
the site to control stormwater pollution from site wastes such as building waste (liquid and solid) and concrete
wash out activities. Concrete wash out activities must be conducted in a manner that does not result in the
discharge of materials, or contribute pollutants to stormwater runoff.
8) BMP specifications. The SWMP shall clearly describe the installation and implementation specifications for
each BMP identified in the SWMP to ensure proper implementation, operation and maintenance of the BMP.
4. Final Stabilization and Lone -term Stormwater Management
a) The SWMP shall clearly describe the practices used to achieve final stabilization of disturbed areas at the site, and
practices to control pollutants in stormwater discharges that will occur after construction operations have been
completed at the site.
b) Final stabilization practices for obtaining a vegetative cover should include, as appropriate: seed mix selection and
application methods; soil preparation and amendments; soil stabilization practices (e.g., crimped straw, hydro
mulch or rolled erosion control products); appropriate sediment control BMPs as needed until final stabilization is
achieved; etc.
c) Final stabilization is reached when all ground surface disturbing activities at the site have been completed, and
uniform vegetative cover has been established with a density of at least 70 percent of pre -disturbance levels, or
equivalent permanent, physical erosion reduction methods have been employed.
The Division may, after consultation with the permittee and upon good cause, amend the final stabilization criteria for
specific operations.
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•C.
STORM WATER MANAGEMENT PLAN (SWMP) — CONTENTS
5. Inspection and Maintenance
Part I.D.6 of the permit includes requirements for site inspections. Part I.D.7 of the permit includes requirements for
BMP maintenance. The SWMP shall clearly describe the inspection and maintenance procedures implemented at the site
to maintain all erosion and sediment control practices and other protective practices identified in the SWMP, in good and
effective operating condition.
D. TERMS AND CONDITIONS
1. General Limitations
The following limitations shall apply to all discharges covered by this permit:
a) Stormwater discharges from construction activities shall not cause, have the reasonable potential to cause, or
measurably contribute to an excursion above any water quality standard, including narrative standards for water
quality.
b) Concrete wash water shall not be discharged to state surface waters or to storm sewer systems. On -site disposal of
concrete washout waste is not authorized by this permit.
c) Bulk storage structures for petroleum products and any other chemicals shall have secondary containment or
equivalent adequate protection so as to contain all spills and prevent any spilled material from entering State
waters.
d) No chemicals are to be added to the discharge unless permission for the use of a specific chemical is granted by
the Division. In granting the use of such chemicals, special conditions and monitoring may be addressed by
separate letter.
e) The Division reserves the right to require sampling and testing, on a case -by -case basis, in the event that there is
reason to suspect that compliance with the SWMP is a problem, or to measure the effectiveness of the BMPs in
removing pollutants in the effluent. Such monitoring may include Whole Effluent Toxicity testing.
t) All wastes (liquid and solid) composed of building materials must be removed from the site for disposal in
licensed disposal facilities. No building material wastes or unused building materials shall be buried, dumped, or
discharged at the site.
g) All dischargers must comply with the lawful requirements of federal agencies, municipalities, counties, drainage
districts and other local agencies regarding any discharges of stormwater to storm drain systems or other water
courses under their jurisdiction, including applicable requirements in municipal stormwater management programs
developed to comply with CDPS permits. Dischargers must comply with local stormwater management
requirements, policies or guidelines including erosion and sediment control.
2. BMP Implementation and Design Standards
Facilities must select, install, implement, and maintain appropriate BMPs, following good engineering, hydrologic and
pollution control practices. BMPs implemented at the site must be adequately designed to control all potential pollutant
sources associated with construction activity to prevent pollution or degradation of State waters.
3. Prohibition of Non-Stormwater Discharges
a) Except as provided in paragraph b, below, all discharges covered by this permit shall be composed entirely of
stormwater associated with construction activity. Discharges of material other than stormwater must be
addressed in a separate CDPS permit issued for that discharge.
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Permit No. COR-030000
•D
•
TERMS AND CONDITIONS
b) Discharges from the following sources that are combined with stormwater discharges associated with construction
activity may be authorized by this permit, provided that the non-stormwater component of the discharge is
identified in the SWMP (see Part I.C.1.g of this permit):
- emergency fire fighting activities - landscape irrigation return flow
- uncontaminated springs
4. Releases in Excess of Reportable Quantities
This permit does not relieve the permittee of the reporting requirements of 40 CFR 110, 40 CFR 117 or 40 CFR 302.
Any discharge of hazardous material must be handled in accordance with the Division's Noncompliance Notification
Requirements (see Part II.A.3 of the permit).
5. SWMP Requirements
a) SWMP Preparation and Implementation: The SWMP shall be prepared prior to applying for coverage under the
general permit, and certification of its completion submitted with the application. The SWMP shall be implemented
prior to commencement of construction activities. The plan shall be updated as appropriate (see paragraph c, below),
below). SWMP provisions shall be implemented until expiration or inactivation of permit coverage.
b) SWMP Retention Requirements: A copy of the SWMP must be retained on site unless another location, specified
by the permittee, is approved by the Division.
c) SWMP Review/Changes: The permittee shall amend the SWMP whenever there is a:
1) a change in design, construction, operation, or maintenance of the site, which would require the implementation
of new or revised BMPs; or
2) if the SWMP proves to be ineffective in achieving the general objectives of controlling pollutants in stormwater
discharges associated with construction activity.
SWMP changes shall be made prior to changes in the site conditions, except as follows. SWMP changes addressing
BMP installation and/or implementation that are made responsive to changing conditions, or when current BMPs are
determined ineffective, shall be made as soon as practicable, but in no case more than 72 hours after the change(s) in
BMP installation and/or implementation occur at the site. If the SWMP revisions will not occur prior to BMP
change(s) at the site, a notation must be included in the SWMP prior to the change(s) that includes the time and date
of the change(s) in the field, an identification of the BMP(s) removed or added, and the location of those BMP(s).
SWMP revisions may include, but are not limited to: potential pollutant source identification; selection of appropriate
BMPs for site conditions; BMP maintenance procedures; and interim and final stabilization practices. The SWMP
changes may include a schedule for further BMP design, implementation, and SWMP revisions provided that details
for interim BMPs are included in the SWMP that will be implemented during the interim period, if necessary, to
ensure compliance with the conditions of this permit.
6. Inspections
Site inspections must be conducted in accordance with the following requirements and minimum schedules. The
required minimum inspection schedules do not reduce or eliminate the permittee's responsibility to implement and
maintain BMPs in good and effective operational condition, and in accordance with the SWMP.
a) Minimum Inspection Schedule: The permittee shall make a thorough inspection, in accordance with the
requirements in I.D.6.b below, at least every 14 calendar days. Also, post -storm event inspections must be
conducted within 24 hours after the end of any precipitation or snowmelt event that causes surface erosion. The
following exclusions to this baseline inspection schedule are allowed:
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Permit No. COR-030000
•D.
•
•
TERMS AND CONDITIONS
I) Post Storm Event Inspections at Temporarily Idle Sites — If no construction activities will occur during
the 48 hours following a storm event, post -storm event inspections shall be conducted prior to commencing
construction activities, but no later than 72 hours following the storm event. The occurrence of any such
delayed inspection must be documented in the inspection record. Inspections still must be conducted at least
every 14 calendar days.
2) Inspections at Completed Sites/Areas — For sites or portions of sites that meet the following criteria, but
final stabilization has not been achieved due to a vegetative cover that has not become established, the
permittee shall make a thorough inspection of their stormwater management system at least once every
month, and post -storm event inspections are not required:
i) all construction activities that will result in surface ground disturbance are completed;
ii) all activities required for final stabilization, in accordance with the SWMP, have been completed, with
the exception of the application of seed that has not occurred due to seasonal conditions or the necessity
for additional seed application to augment previous efforts; and
iii) the SWMP must be amended to indicate those areas that will be inspected in accordance with the
reduced schedule allowed for in this subsection.
3) Winter Conditions Inspections Exclusion — Inspections are not required at sites where snow cover exists
over the entire site for an extended period, and melting conditions posing a risk of surface erosion do not
exist. This exception is applicable only during the period where melting conditions do not exist, and applies
to the routine 14 -day and monthly inspections, as well as the post -storm -event inspections. The following
information must be documented in the inspection record for use of this exclusion: dates when snow covered
occurred, date when construction ceased, and date melting conditions began. Inspections, as described above,
are required at all other times.
When site conditions make this schedule impractical, the permittee may petition the Division to grant an alternate
inspection schedule.
b) Inspection Requirements
1) Inspection Scope - The construction site perimeter, all disturbed areas, material and/or waste storage areas
that are exposed to precipitation, discharge locations, and locations where vehicles access the site shall be
inspected for evidence of, or the potential for, pollutants entering the stormwater drainage system. Erosion
and sediment control practices identified in the SWMP shall be evaluated to ensure that they are operating
correctly.
2) Inspection Report/Records - The permittee shall keep a record of inspections. Inspection reports must
identify any incidents of non-compliance with the terms and conditions of this permit. Inspection records
must be retained for three years from expiration or inactivation of permit coverage. At a minimum the
inspection report must include:
i) The inspection date;
ii) Name(s) and title(s) of personnel making the inspection;
iii) Location(s) of discharges of sediment or other pollutants from the site;
iv) Location(s) of BMPs that need to be maintained;
v) Location(s) of BMPs that failed to operate as designed or proved inadequate for a particular location;
vi) Location(s) where additional BMPs are needed that were not in place at the time of inspection;
vii Deviations from baseline inspection schedule as provided in Part I.D.6.a above.
vii) Description of corrective action for items iv, v, and vi, above, and dates corrective action(s) taken, and
measures taken to prevent future violations, including requisite changes to the SWMP, as necessary;
and
viii) After corrective action(s) has been taken, or where a report does not identify any incidents requiring
corrective action, the report shall contain a signed statement indicating the site is in compliance with the
permit.
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Permit No. COR-030000
OD.
•
TERMS AND CONDITIONS
c) Required Actions Following Site Inspections — Where site inspections note the need for BMP maintenance
activities, BMPs must be maintained in accordance with the SWMP and Part I.D.7 of the permit. Repair,
replacement, or installation of new BMPs determined necessary during site inspections to address ineffective or
inadequate BMPs must be conducted in accordance with Part I.D.8 of the permit. SWMP updates required as a
result of deficiencies in the SWMP noted during site inspections shall be made in accordance with Part I.D.5.c of
the permit.
7. BMP Maintenance
All erosion and sediment control practices and other protective measures identified in the SWMP must be maintained in
effective operating condition. Proper selection and installation of BMPs and implementation of comprehensive
Inspection and Maintenance procedures, in accordance with the SWMP, should be adequate to meet this condition.
BMPs that are not adequately maintained in accordance with good engineering, hydrologic and pollution control
practices, including removal of collected sediment outside the acceptable tolerances of the BMPs and preparation for
post -construction stormwater control, are considered no longer operating effectively and must be addressed in
accordance with Part I.D.8, below. A specific timeline for implementing maintenance procedures is not included in this
permit because BMP maintenance is intended to be proactive, not responsive. Observations resulting in BMP
maintenance activities can be made during a site inspection, or during general observations of site conditions.
8. Replacement and Failed BMPs
Adequate site assessment must be performed as part of comprehensive Inspection and Maintenance procedures, to assess
the adequacy of BMPs at the site, and the necessity of changes to those BMPs to ensure continued effective performance.
Where site assessment results in the determination that new or replacement BMPs are necessary, the BMPs must be
installed to ensure continuous implementation of BMPs as per Part I.D.2.
Where BMPs have failed, resulting in noncompliance with Part I.D.2, they must be addressed as soon as possible,
immediately in most cases, to minimize the discharge of pollutants.
When new BMPs or installed or BMPs are replaced, the SWMP must be updated in accordance with Part I.D.5(c).
9. Reporting
No regular reporting requirements are included in this permit; however, the Division reserves the right to request that a
copy of the inspection reports be submitted.
10. SWMP
A copy of the SWMP shall be provided upon request to the Division, EPA, or any local agency in charge of approving
sediment and erosion plans, grading plans or stormwater management plans, and within the time frame specified in the
request. If the SWMP is required to be submitted to any of these entities, it must include a signed certification in
accordance with Part I.F.1 of the permit, certifying that the SWMP is complete and meets all permit requirements.
All SWMPs required under this permit are considered reports that shall be available to the public under Section 308(b) of
the CWA and Section 61.5(4) of the Colorado Discharge Permit System Regulations. The permittee shall make plans
available to members of the public upon request, unless the SWMP has been submitted to the Division. However, the
permittee may claim any portion of a SWMP as confidential in accordance with 40 CFR Part 2.
11. Total Maximum Daily Load (TMDLI
If a TMDL has been approved for any waterbody into which the permittee discharges, and stormwater discharges
associated with construction activity have been assigned a pollutant -specific Wasteload Allocation (WLA) under the
TMDL, the Division will either:
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Permit No. COR-030000
•D. TERMS AND CONDITIONS
a) Ensure that the WLA is being implemented properly through alternative local requirements, such as by a municipal
stormwater permit; or
b) Notify the permittee of the WLA, and amend the permittee's certification to add specific BMPs and/or other
requirements, as appropriate. The permittee may be required to do the following:
1) Under the permittee's SWMP, implement specific management practices based on requirements of the WLA, and
evaluate whether the requirements are being met through implementation of existing stormwater BMPs or if
additional BMPs are necessary. Document the calculations or other evidence that show that the requirements are
expected to be met; and
2) If the evaluation shows that additional or modified BMPs are necessary, describe the type and schedule for the
BMP additions/revisions.
Discharge monitoring may also be required. The permittee may maintain coverage under the general permit
provided they comply with the applicable requirements outlined above. The Division reserves the right to require
individual or alternate general permit coverage.
E. ADDITIONAL DEFINITIONS
For the purposes of this permit:
1. Best management practices (BMPs): schedules of activities, prohibitions of practices, maintenance procedures, and
other management practices to prevent or reduce the pollution of waters of the State. BMPs also include treatment
requirements, operating procedures, and practices to control site runoff, spillage or leaks, waste disposal, or drainage
from material storage.
•
•
2. Dedicated asphalt plants and concrete plants: portable asphalt plants and concrete plants that are located on or
adjacent to a construction site and that provide materials only to that specific construction site.
3. Final stabilization: when all ground surface disturbing activities at the site have been completed, and uniform
vegetative cover has been established with a density of at least 70 percent of pre -disturbance levels, or equivalent
permanent, physical erosion reduction methods have been employed. For purposes of this permit, establishment of a
vegetative cover capable of providing erosion control equivalent to pre-existing conditions at the site will be considered
final stabilization.
4. Municipal separate storm sewer system: a conveyance or system of conveyances (including: roads with drainage
systems, municipal streets, catch basins, curbs, gutters, ditches, man-made channels, or storm drains), owned or operated
by a State, city, town, county, district, or other public body (created by state law), having jurisdiction over disposal of
sewage, industrial waste, stormwater, or other wastes; designed or used for collecting or conveying stormwater.
5. Operator: the entity that has day-to-day supervision and control of activities occurring at the construction site. This can
be the owner, the developer, the general contractor or the agent of one of these parties, in some circumstances. It is
anticipated that at different phases of a construction project, different types of parties may satisfy the definition of
'operator' and that the permit may be transferred as the roles change.
6. Outfall: a point source at the point where stormwater leaves the construction site and discharges to a receiving water or
a stormwater collection system.
7. Part of a larger common plan of development or sale: a contiguous area where multiple separate and distinct
construction activities may be taking place at different times on different schedules.
8. Point source: any discernible, confined and discrete conveyance from which pollutants are or may be discharged. Point
source discharges of stormwater result from structures which increase the imperviousness of the ground which acts to
collect runoff, with runoff being conveyed along the resulting drainage or grading pattern.
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Permit No. COR-030000
•E.
ADDITIONAL DEFINITIONS
9. Process water: any water which during manufacturing or processing, comes into contact with or results from the
production of any raw material, intermediate product, finished product, by product or waste product. This definition
includes mine drainage.
10. Receiving Water: any classified stream segment (including tributaries) in the State of Colorado into which stormwater
related to construction activities discharges. This definition includes all water courses, even if they are usually dry, such
as borrow ditches, arroyos, and other unnamed waterways.
11. Significant Materials include but are not limited to: raw materials; fuels; materials such as solvents, detergents, and
plastic pellets; finished materials such as metallic products; raw materials used in food processing or production;
hazardous substances designated under section 101O4) of CERCLA; any chemical the facility is required to report
pursuant to section 313 of title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that
have the potential to be released with stormwater discharge.
12. Stormwater: precipitation -induced surface runoff.
F. GENERAL REQUIREMENTS
1. Signatory Requirements
•
a) All reports required for submittal shall be signed and certified for accuracy by the permittee in accordance with the
following criteria:
1) In the case of corporations, by a principal executive officer of at least the level of vice-president or his or her
duly authorized representative, if such representative is responsible for the overall operation of the facility
from which the discharge described in the form originates;
2) In the case of a partnership, by a general partner;
3) In the case of a sole proprietorship, by the proprietor;
4) In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking
elected official, or other duly authorized employee, if such representative is responsible for the overall
operation of the facility from which the discharge described in the form originates.
b) Changes to authorization. If an authorization under paragraph a) of this section is no longer accurate because a
different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph a) of this section must be submitted to the Division, prior to or together
with any reports, information, or applications to be signed by an authorized representative.
c) Certification. Any person signing a document under paragraph a) of this section shall make the following
certification:
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fine and imprisonment for knowing violations."
2. Retention of Records
a) The permittee shall retain copies of the SWMP and all reports required by this permit and records of all data used
to complete the application to be covered by this permit, for three years from expiration or inactivation of permit
coverage.
b) The permittee shall retain a copy of the SWMP required by this permit at the construction site from the date of
project initiation to the date of expiration or inactivation of permit coverage, unless another location, specified by
the permittee, is approved by the Division.
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Permit No. COR-030000
•F. GENERAL REQUIREMENTS
3. Monitoring
The Division reserves the right to require sampling and testing, on a case -by -case basis (see Part I.D.I.e), for example to
implement the provisions of a TMDL (see Part I.D.11 of the permit). Reporting procedures for any monitoring data
collected will be included in the notification by the Division of monitoring requirements.
If monitoring is required, the following definitions apply:
a) The thirty (30) day average shall be determined by the arithmetic mean of all samples collected during a thirty (30)
consecutive -day period.
b) A grab sample, for monitoring requirements, is a single "dip and take" sample.
PART II
A. MANAGEMENT REQUIREMENTS
•
•
1. Amending a Permit Certification
The permittee shall inform the Division (Permits Section) in writing of changes to the information provided in the permit
application, including the legal contact, the project legal description or map originally submitted with the application, or
the planned total disturbed acreage. The permittee shall furnish the Division with any plans and specifications which the
Division deems reasonably necessary to evaluate the effect on the discharge and receiving stream. If applicable, this
notification may be accomplished through submittal of an application for a CDPS process water permit authorizing the
discharge. The SWMP shall be updated and implemented prior to the changes (see Part I.D.5.c).
Any discharge to the waters of the State from a point source other than specifically authorized by this permit or a
different CDPS permit is prohibited.
2. Special Notifications - Definitions
a) Spill: An unintentional release of solid or liquid material which may cause pollution of state waters.
b) Upset: An exceptional incident in which there is unintentional and temporary noncompliance with permit effluent
limitations because of factors beyond the reasonable control of the permittee. An upset does not include
noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate
treatment facilities, lack of preventative maintenance, or careless or improper operation.
3. Noncompliance Notification
a) The permittee shall report the following instances of noncompliance:
1) Any noncompliance which may endanger health or the environment;
2) Any spill or discharge of hazardous substances or oil which may cause pollution of the waters of the state.
3) Any discharge of stormwater which may cause an excursion of a water quality standard.
b) For all instances of noncompliance based on environmental hazards and chemical spills and releases, all needed
information must be provided orally to the Colorado Department of Public Health and Environment spill reporting
line (24 -hour number for environmental hazards and chemical spills and releases: 1-877-518-5608) within 24
hours from the time the permittee becomes aware of the circumstances. For all other instances of noncompliance
as defined in this section, all needed information must be provided orally to the Water Quality Control Division
PART II
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Permit No. COR-030000
•A.
MANAGEMENT REQUIREMENTS
within 24 hours from the time the permittee becomes aware of the circumstances. For all instances of
noncompliance identified here, a written submission shall also be provided within 5 calendar days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a description of:
1) The noncompliance and its cause;
2) The period of noncompliance, including exact dates and times, and if the noncompliance has not been
corrected, the anticipated time it is expected to continue;
3) Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance.
4. Submission of Incorrect or Incomplete Information
Where the permittee failed to submit any relevant facts in a permit application, or submitted incorrect information in a
permit application or report to the Division, or relevant new information becomes available, the permittee shall promptly
submit the relevant application information which was not submitted or any additional information needed to correct any
erroneous information previously submitted.
5. Bypass
a) A bypass, which causes effluent limitations (i.e., requirements to implement BMPs in accordance with Parts I.B.3
and I.D.2 of the permit) to be exceeded is prohibited, and the Division may take enforcement action against a
permittee for such a bypass, unless:
1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage;
2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities (e.g.,
altemative BMPs), retention of untreated wastes, or maintenance during normal periods of equipment
downtime. This condition is not satisfied if the permittee could have installed adequate backup equipment
(e.g., implemented additional BMPs) to prevent a bypass which occurred during normal periods of equipment
downtime or preventative maintenance; and
3) The permittee submitted notices as required in "Non -Compliance Notification," Part II.A.3.
6. Upsets
a) Effect of an Upset: An upset constitutes an affirmative defense to an action brought for noncompliance with
permit limitations and requirements if the requirements of paragraph b of this section are met. (No determination
made during administrative review of claims that noncompliance was caused by upset, and before an action for
noncompliance, is final administrative action subject to judicial review.)
b) Conditions Necessary for a Demonstration of Upset: A permittee who wishes to establish the affirmative
defense of upset shall demonstrate through properly signed contemporaneous operating logs, or other relevant
evidence that:
1) An upset occurred and that the permittee can identify the specific cause(s) of the upset;
2) The permitted facility was at the time being properly operated;
3) The permittee submitted notice of the upset as required in Part II.A.3. of this permit (24 -hour notice); and
4) The permittee complied with any remedial measures required under 40 CFR Section 122.41(d) of the federal
regulations or Section 61.8(3)(h) of the State Discharge Permit System Regulations.
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PART II
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Permit No. COR-030000
•A
MANAGEMENT REQUIREMENTS
c) Burden of Proof: In any enforcement proceeding the permittee seeking to establish the occurrence of an upset
has the burden of proof
7. Removed Substances
Solids, sludges, or other pollutants removed in the course of treatment or control of discharges shall be properly disposed
of in a manner such as to prevent any pollutant from such materials from entering waters of the State.
8. Minimization of Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse impact to waters of the State resulting from
noncompliance with any terms and conditions specified in this permit, including such accelerated or additional
monitoring as necessary to determine the nature and impact of the noncomplying discharge.
9. Reduction, Loss, or Failure of Stormwater Controls
The permittee has the duty to halt or reduce any activity if necessary to maintain compliance with the permit
requirements. Upon reduction, loss, or failure of any stormwater controls, the permittee shall, to the extent necessary to
maintain compliance with its permit, control production, or remove all pollutant sources from exposure to stormwater, or
both until the stormwater controls are restored or an alternative method of treatment/control is provided.
It shall not be a defense for a permittee in an enforcement action that it would be necessary to halt or reduce the
permitted activity in order to maintain compliance with the conditions of this permit.
10. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and
related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this
permit. Proper operation and maintenance includes effective performance, adequate funding, adequate operator staffing
and training, and adequate laboratory and process controls, including appropriate quality assurance procedures. This
provision requires the operation of back-up or auxiliary facilities or similar systems only when necessary to achieve
compliance with the conditions of the permit.
B. RESPONSIBILITIES
1. Inspections and Rieht to Entry
The permittee shall allow the Director of the State Water Quality Control Division, the EPA Regional Administrator,
and/or their authorized representative(s), upon the presentation of credentials:
a) To enter upon the permittee's premises where a regulated facility or activity is located or in which any records are
required to be kept under the terms and conditions of this permit;
b) At reasonable times to have access to and copy any records required to be kept under the terms and conditions of
this permit and to inspect any monitoring equipment or monitoring method required in the permit; and
c) To enter upon the permittee's premises to investigate, within reason, any actual, suspected, or potential source of
water pollution, or any violation of the Colorado Water Quality Control Act. The investigation may include, but is
not limited to, the following: sampling of any discharge and/or process waters, the taking of photographs,
interviewing permittee staff on alleged violations and other matters related to the permit, and access to any and all
facilities or areas within the permittee's premises that may have any effect on the discharge, permit, or any alleged
violation.
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Permit No. COR-030000
•B.
RESPONSIBILITIES
2. Duty to Provide Information
The permittee shall furnish to the Division, within the time frame specified by the Division, any information which the
Division may request to determine whether cause exists for modifying, revoking and reissuing, or inactivating coverage
under this permit, or to determine compliance with this permit. The permittee shall also furnish to the Division, upon
request, copies of records required to be kept by this permit.
3. Transfer of Ownership or Control
Certification under this permit may be transferred to a new permittee if:
a) The current permittee notifies the Division in writing when the transfer is desired as outlined in Part I.A.7; and
b) The notice includes a written agreement between the existing and new permittees containing a specific date for
transfer of permit responsibility, coverage and liability between them; and
c) The current permittee has met all fee requirements of the State Discharge Permit System Regulations, Section
61.15.
4. Modification, Suspension, or Revocation of Permit By Division
All permit modification, inactivation or revocation and reissuance actions shall be subject to the requirements of the State
Discharge Permit System Regulations, Sections 61.5(2), 61.5(3), 61.7 and 61.15, 5 C.C.R. 1002-61, except for minor
modifications.
a) This permit, and/or certification under this permit, may be modified, suspended, or revoked in whole or in part
during its term for reasons determined by the Division including, but not limited to, the following:
1) Violation of any terms or conditions of the permit;
2) Obtaining a permit by misrepresentation or failing to disclose any fact which is material to the granting or
denial of a permit or to the establishment of terms or conditions of the permit;
3) Materially false or inaccurate statements or information in the application for the permit;
4) Promulgation of toxic effluent standards or prohibitions (including any schedule of compliance specified in
such effluent standard or prohibition) which are established under Section 307 of the Clean Water Act, where
such a toxic pollutant is present in the discharge and such standard or prohibition is more stringent than any
limitation for such pollutant in this permit.
b) This permit, and/or certification under this permit, may be modified in whole or in part due to a change in any
condition that requires either a temporary or permanent reduction or elimination of the permitted discharge, such
as:
1) Promulgation of Water Quality Standards applicable to waters affected by the permitted discharge; or
2) Effluent limitations or other requirements applicable pursuant to the State Act or federal requirements; or
3) Control regulations promulgated; or
4) Other available information indicates a potential for violation of adopted Water Quality Standards or stream
classifications.
•
PART II
Page 20
Permit No. COR-030000
•B
•
•
RESPONSIBILITIES
c) This permit, or certification under this permit, may be modified in whole or in part to include new effluent
limitations and other appropriate permit conditions where data submitted pursuant to Part I indicate that such
effluent limitations and permit conditions are necessary to ensure compliance with applicable water quality
standards and protection of classified uses.
d) At the request of the permittee, the Division may modify or inactivate certification under this permit if the
following conditions are met:
I) In the case of inactivation, the permittee notifies the Division of its intent to inactivate the certification, and
certifies that the site has been finally stabilized;
2) In the case of inactivation, the permittee has ceased any and all discharges to state waters and demonstrates to
the Division there is no probability of further uncontrolled discharge(s) which may affect waters of the State.
3) The Division finds that the permittee has shown reasonable grounds consistent with the Federal and State
statutes and regulations for such modification, amendment or inactivation;
4) Fee requirements of Section 61.15 of State Discharge Permit System Regulations have been met; and
5) Applicable requirements of public notice have been met.
For small construction sites covered by a Qualifying Local Program, coverage under this permit is automatically
terminated when a site has been finally stabilized.
5. Permit Violations
Failure to comply with any terms and/or conditions of this permit shall be a violation of this permit.
Dischargers of stormwater associated with industrial activity, as defined in the EPA Stormwater Regulation (40 CFR
122.26(6)(14) and Section 61.3(2) of the Colorado Discharge Permit System Regulations, which do not obtain coverage
under this or other Colorado general permits, or under an individual CDPS permit regulating industrial stormwater, will
be in violation of the federal Clean Water Act and the Colorado Water Quality Control Act, 25-8-101, as amended.
Failure to comply with CDPS permit requirements will also constitute a violation.
6. Legal Responsibilities
The issuance of this permit does not convey any property or water rights in either real or personal property, or stream
flows, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights,
nor any infringement of Federal, State or local laws or regulations.
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any
responsibilities, liabilities, or penalties established pursuant to any applicable State law or regulation under authority
granted by Section 510 of the Clean Water Act.
7. Severability
The provisions of this permit are severable. If any provisions of this permit, or the application of any provision of this
permit to any circumstance, are held invalid, the application of such provision to other circumstances and the application
of the remainder of this permit shall not be affected.
8. Renewal Application
If the permittee desires to continue to discharge, a permit renewal application shall be submitted at least ninety (90) days
before this permit expires. If the permittee anticipates that there will be no discharge after the expiration date of this
permit, the Division should be promptly notified so that it can inactivate the certification in accordance with Part
ILB.4.d.
PART II
Page 21
Permit No. COR-030000
•B.
•
•
RESPONSIBILITIES
9. Confidentiality
Except for data determined to be confidential under Section 308 of the Federal Clean Water Act and Regulations for the
State Discharge Permit System 61.5(4), all reports prepared in accordance with the terms of this permit shall be available
for public inspection at the offices of the Division. The permittee must state what is confidential at the time of submittal.
Any information relating to any secret process, method of manufacture or production, or sales or marketing data which
has been declared confidential by the permittee, and which may be acquired, ascertained, or discovered, whether in any
sampling investigation, emergency investigation, or otherwise, shall not be publicly disclosed by any member, officer, or
employee of the Commission or the Division, but shall be kept confidential. Any person seeking to invoke the protection
of this section shall bear the burden of proving its applicability. This section shall never be interpreted as preventing full
disclosure of effluent data.
10. Fees
The permittee is required to submit payment of an annual fee as set forth in the Water Quality Control Act. Failure to
submit the required fee when due and payable is a violation of the permit and will result in enforcement action pursuant
to Section 25-8-601 et. seq., C.R.S. 1973 as amended.
11. Requiring an Individual CDPS Permit
The Director may require the permittee to apply for and obtain an individual or alternate general CDPS permit if:
a) The discharger is not in compliance with the conditions of this general permit;
b) Conditions or standards have changed so that the discharge no longer qualifies for a general permit; or
c) Data/information become available which indicate water quality standards may be violated.
The permittee must be notified in writing that an application for an individual or alternate general CDPS permit is
required. When an individual or alternate general CDPS permit is issued to an operator otherwise covered under this
general permit, the applicability of this general permit to that operator is automatically inactivated upon the effective date
of the individual or alternate general CDPS permit.
•
•
•
FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION
BUSINESS EMERGENCY INFORMATION:
Business Name: Petro -Canada Resources (USA) Inc.
Address: 24336 WCR 46
Business Owner: Petro -Canada Resources
Phone: 970-284-7990
City, ST, Zip: LaSalle, CO 80645
Phone: 970-284-7990
Home Address: City, ST, Zip:
List three persons in the order to be called in the event of an emergency:
NAME
TITLE ADDRESS
Delmar Soucie Plant Manager
PHONE
970-520-6391
Robert Schell Pumper
970-520-6383
Eddie Bennet Plant Operator
970-520-6382
Business Hours: 7:00 A.M. to 4:00 P.M.
Days: Seven Days Per Week
Type of Alarm: P Nonefl Burglary Holdupfl Fire I— Silentfl Audible
Name and address of Alarm Company: N/A
Location of Safe: N/A
MISCELLANEOUS INFORMATION:
Number of entry/exit doors in this building: N/A
Location(s):
Is alcohol stored in building? No Location(s)
Are drugs stored in building? No Location(s): Not applicable
Are weapons stored in building? No Location(s): Not applicable
Not applicable
The following programs are offered as a public service of the Weld County Sheriffs Office. Please indicate the
programs of interest. Physical Security Check Crime Prevention Presentation
UTILITY SHUT OFF LOCATIONS:
Main Electrical: Not applicable
Gas Shut Off: 12" shut off valve on suction header to compressor
Exterior Water Shutoff: Not applicable
Interior Water Shutoff: Not applicable
-12-
•
•
•
GROVER COMPRESSOR STATION
EMERGENCY CONTACT INFORMATION
Petro -Canada Resources (USA) Inc.
24336 WCR 46
LaSalle, CO 80645
970-284-7990
Emergency Contacts:
Delmar Soucie — Plant Manager
Robert Schell — Pumper
Eddie Bennett — Plant Operator
Business Hours: 7:00 A.M. to 4:00 P.M.
970-520-6391
970-520-6383
970-520-6382
Seven days per week
Nor-
(LASALLE) DENVER JULESBERG BASIN - 3 MINUTE EMERGENCY RESPONSE AID
Gas Release "84-
Assess
Sao
Call
For
Shut •n
Scarce
Remove
ignition
Don't
Extinguish
Secure
flea
Gather
Key
Natty
Immediate
Who
Reports?
For
Back•tx)
Il Sale
Sources
Pressurized
To Protect
Intormaton
Supenn!nr
Ou::erver 0!
Hazardous Spill ---'0'
Honed
And
Possible
Fuel
Workers
And Public
Use First
Response
Or Senior
On -sae
Emp!cyr-'
Emergency
Records
Fire / Explosions ---10.
Checklist
Sr
Sr On-
stn
pv
Log Your
Injury • Fatality -Ile-
Airways I Breathing 2 Circulation ; Deadly
Bleed / Complaint ! Collar r 0. I Trans
Actions
Supervisor
0
Assist Ramrod I
niured lAs
Vehicle Accident
Adminiistter First Aid Required
Ad� rn
Y
Y
Project
Maria(!nrri
Notify immediate Supervisor Or Senior
On -sae Employee
Establish / Dispatch
Overdue Personnel '
Attempt To EslahlirJ Yrr A Cmmmnm,cafron
Search Team
Gavemntnm
Notes:
INITIAL
REPORTING DJ OPERATIONS
(LASALLE)
1) Time Emergency Fast Observed r,,,
Uncontrolled Gas Release-IP
COLORADO OIL 6 GAS CONSERVATION COMMISSION tCOGCCi
Who
Reports?
2) Location of Emergency
Hazardous $ 111
Spill
UNREFINED
e.g. Produced Water
COLORADO OIL & GAS CONSERVATION
COMMISSION (COGCC)
Oa yer of
Emergency
3) Source of Release
4) Volume of Release
REFINED - e.g., Methanol. Gasoline
Field Odice
FD. PA as
ENVIRONMENT
Rater to MSDS Bober at
required
Sr. On-Soft5)
Emission I Spell Typo
C
FIRFire
Employee
/ Explosions
P
DEPARTMENT
POLICE DEPARTMENT
el Wind. Marne( N_S_E_W_
'firInjury
—�
1 - Report < 8 hr Fatalities ., Hospitalization of 3 or mare employees
y) ignited (Yea I No) Time
ry i Fatality
2 - Report < 24 hr Injuries to WC
Supervisor
0
Vehicle Accident —it-
mmedtntely Report to The Police. All Accounts Involving
'Nunes, Fatalities Oven 51.000 Damage
lir
+
Advtscvs
8) Intunes I Fatalities
Pr
Pubic Residents Affected -.urn
Personnel - f-
IMMEDIATE SUPERVISOR
S DEPARTMENTS
SHERIFFS
POLICE ,'Overdue
e<s
9) Hazards . - os oe...-.
(as required)
Government
10) Spill Migration Wider Shed :Supply
Immediately
Report All Interactions with Regulatory Agencies to the DJ Supervisor
OSHA • WC Environmental Protection
Agency (EPA) as Necessary State Other .... Please Record: Officer / Inspector
Reported To: Date , Time
Data Time
Nature of Interaction Documentation Exchanged
(LASALLE)
DJ EMERGENCY PREPAREDNESS
-
WORKING ALONE.
ATMOSPHERE MONITORING
SPILL RESPONSE
OTHER COMPANIES
Gas Release
e 11 'Cesetl Chet
16 - Monitors Calibrated At Least Every 6 Monthr,
16 - LEL Calib To Alarm erg 10% LEL Of Methane
(Contact designated responder)
Western Clean-up Corp - Dirt 970-867-9507 (office re)
Kerr McGee Greg McInt ;sh
•---4,
workers era to
Bump Tasting Daily
A W Water Services • Fluids: 303659-6523
970.3300881
Hazardous Spill
phone the
answering service
EnCana Danny Green
-0P-
when leaving home
for the Retd and
FIRST AID
FIRE PREVENTION (ALL)
303.659.7740
Fire / Explosions
when the Call Out is
F* 04. X3.443-r(!er RrMMCt Wiry Vui Net In Opt 103-(37.-o v.
completed call the
b^f Workers Fntiinment C0111ACaiion
eater
Plsritfrsn. Pa Weer his Preutt+or. 9ilIJ53-3590
Noble Energy. M&e Cox
.irswertr.3 ser,tc»
20 • FA Kit Feat Aid; CPR
argon (Gain Rs 303.469•d101
Edon fi»Prastvon 910.0.2115 ta$a*ha Raman 9re•tsi-6336
970-785-5025
Injury r Fdtdliry >•
when leaving he
'
Ewro Ha Dtq lltecu: 9.Mr}taps etsr®sFri Dept w3ax+
field and when
• ?loodtens
Pathogens Kit
Ten W.", Fur Pintail 361467-1003 Lyes rve P!asdim 1c3 -s73.66•
Duke. Jim Bryant
720- ,0079
Vehicle Accident 0
arriving home.
a,yunable ICI err •in,
rreosr sfineayrtePrvrcaort 10-4312:12 PitrwagSlrrasitsProtect°, 1C7-123-s0Se
iYwi Cabny FYePrrnrs s70-350-9500 welter. In Opt 970-547-.464
tins -wising .t,, „., d
delta
rhani re/ Paisaloa 3eY535.4242 Pprfelacen ins eirecar 5104SS•723?
after r,, call
rA ourg rya air. 161732.4203
Overdue Personnel -0
supervisor
EMERGENCY ASSISTANCE: 911
Notes: (Work Site ' Air Evacuation Coordinates.
Muster Points, Radio Frequencies)
UPDATED 2006/06/08
(LASALLE) DJ EMERGENCY
NOTIFICATION
Protect Manager
tiQ54 Thomason
Fields
OPERATIONS 8
OPERATIONS
MAINTENANCE STAFF
Facilities Foreman
Production Superintendent
Production Superintendent
—ID"Bus.
303.297-2100
100 • 22 • 6388
Denver
Field Offices
Answering Service
Dave Gibson
Todd CO=
Michael Bell
Cell 303-8806907
970-284-6006
Lasalle 970.284-6006
Bus. 970284-6006
Bus 970484.6006
Bus: 970-284.6006
Julesberg
Lasalle.
Regional Offices
(aner business hours)
1800.766.7762
Direct Connect 100 • 22 • 10061
Cell, 970-539.9413
Direct Connect 100 • 22 • 19173
Cell 970.418-4931
Direct Connect 00 • 22 • 10062
Cell 970-539.9414
Vice -President,
Eng. & Operations
Denver
Denver. 303297.2100
y
`
GhUCk.E01LaXU
International
1
T
MI lal Report
t
ti
♦
Bus 303.297-2100
Commend
Centre
_s"*. -
AirportOperations
A
Res 303-679-8737
India) Report
Cell 303-882-3055
303-297-2100
Operations
Manager
PetecHamntQn
Ambulance Air! Road
At.'
E
Emergency
Services
Waste Management (CDPHE): 303.692.3320
Federal OSHA Emergency: t -800 -321 -OSHA
TLM Advisor
SL'arn Rdpbmg
Surface lands
E(),jr9gLaughen
♦
Bus- 303-350-1216
rnr-rge icy
-
Cell 303-519-5733
911
\
Denver Area Office: 303-844.5285303-350-1180'F'
Bus
Bus 303-350.1186
Region 8 EPA Office: 3033126312
Res 303-766-258'9
Res. 303-986-1766
Cell. 720.2014042
Communication i
EPA EmOrgoncy: tt30042d$802
Celt 303-549.7684
Media Services
Greeley Hospital:\yT
Northern Co. Medical Center
Poison
Control
COGCC: 303-894.2100 (MAIN)
.
Mark Eddy
970-352-4121
Brighton Hospital:
Centre
1.800.222-1222
CDPHE Emergency: 1.877-518.5608
•
Bus 303-322-1235
Cell. 720-2014251
'I
Platte Vacey Medical Center
N0NEMERGENCt
tat
Legal Counsel
303.659.9105
Police (Lasalle): 970-264.5541
Detailed Reports
Roger Freeman
Fire (Lasalle): 970284.6338
Fort Collins Hospital:
FIRE
911
Police 970.350.9600
I
4
Bus 303-892-/41a(Dlrl
Poudre Valley Hospital
POLICE
-
(Greeley):
Res 303-455-4360
970495.7005
• 911
Fire (Greeley): 970 350-9500
Firm. 303892.9400
(LASALLE) DJ EMERGENCY EVACUATION: PUBLIC CONTACT
--0-
To Perform This Step of Your Emergency
Contact Lists and Information
Gas Release
Will Be Updated At Least
Securing The Area
Response, You May Have to Evacuate
-ill,.
To Protect Workers
Residents, Workers, Occupants From
Yearly to Assure Accurate Information
Hazardous Spill
Is Available in the Event an Emergency
And Public
Their Home, Business, Recreation
-♦
Or Public Access
Fire, Spill, or Gas Release
Fire / Explosions
t'9.14 t cdr
APPLICATION FOR USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
STORMWATER MANAGEMENT/
PRELIMINARY DRAINAGE
!nil
PETROCANADA .
PETRO-CANADA RESOURCES (USA) INC.
999 18TH STREET, SUITE 600
• •
Petro -Canada Resources (USA) Inc. Grover Compressor Station
• Preliminary Drainage Report
Project Description:
Site Name: Grover Compressor Station
Total Site Area: 0.85 +/- Acres
Location: NW/4 Sec. 4 T10N R61W
Site Location: The Grover Compressor Station will be located just to the East of the
town of Grover, Colorado. Access to the site is from Weld County Road
122, just East of Weld County Road 89.
•
•
Overview:
At the completion of construction, the facility will be composed of two
natural gas powered, internal combustion engine driven compressors
skid, two skid mounted dehydration units, two atmospheric storage
tanks as well as the facilities required to house the inlet gathering
pipeline and electrical equipment.
Existing Conditions:
The proposed location is relatively flat and consists of rural land primarily used for agriculture.
Water Quality Capture Volume (WQCV):
As prescribed by the Urban Drainage and Flood Control District in the Urban Storm Drainage
Criteria Manual, Volume 3, Section 4. As recommended in the guidance, a 12 hour drainage
time was used in the WQCV to calculate the watershed inches required for the containment
design volume (see Attachment 1)
Imperviousness:
Runoff coefficients published by the American Society of Civil Engineers have been used as the
basis of the imperviousness calculations in Attachment 1. As this facility is composed of multiple
elements a weighted average of the imperviousness was calculated for the WQCV calculations
(see Attachment 1).
Containment Sizing:
The containment structures that have been chosen are earthen catchment basins that are sized
to be of sufficient volume to contain the anticipated runoff from this site. Calculations of the
containment volume are included in Attachment 1.
1jPage
•
Attachment 1 - Prelimina
Required Storage Volume
II
N
N CO W a! al
O.
6,1 in > >
o o E
v -O * g
qj
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TOTAL AREA:
N 15
al a
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N
• co 3 v
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V
vl V1 a
(I, = 100% if all paved and roofed areas)
00
m
m
B) Contributing Watershed Area, Including PPD Area
op
00
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Watershed inches
0
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0
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0 0
� u n
II N N
d as
EEE
44' C C
40 -hr drain time a = 1.0
W
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> >
> >
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0
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Catchment Basin Design Conditions
a)
W
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a
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II
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0
A) Required Containment
B) Catchment Basin Containment
41 61G)
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Containment is suffcient
•
APPLICATION FOR USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
LETTER FROM THE AIR FORCE
rill
PETROCANADA ,
PETRO-CANADA RESOURCES (USA) INC.
999 18TH STREET, SUITE 600
MAR -3-2009 11:56A FROM:K
•
3037584102
T.032977708 P.4
DEPARTMENT OF THE AIR FORCE
90TH SPACE WING (AFSPC)
90 CS/SCMI
7505 Saber Rd.
F.E. Warren AFB, WY 82005-2691
Dear Landowner or Tenant:
Periodically we must review landowner and tenant records for accuracy. We use this
information to contact you for missile cable right-of-way matters, or other issues that will affect
you. Just as important, it makes it easier for you to contact us with any problems or questions
you may have about the missile cables or sites. Enclosed Is a questionnaire and return envelope
that will help us verify our records and make changes if needed.
Our toll -free number is 1-877-367-9079, and we are the "Option 4" on the voicemail
menu. Our direct office number is (307) 773-2700. If we are not available, both numbers have
messaging service.
You may have heard of the deactivation of the Peacekeeper system This will take several
years to accomplish, and we will still maintain all the cables until final deactivation. The
•Minuteman, which is the bulk of our fleet, will continue to stand guard. These missiles and the
cables that connect them are part of our military readiness that we must maintain to protect our
freedom from foreign aggressors. The loss of a cable, even for a short time, is serious. That is
why we request this office be contacted whenever you are planning any digging or
construction over or near the missile cable.
•
For most work, this is easily done; call our toll -free number to schedule a Cable Monitor
Team or use your state's one -call number, probably included in your telephone or electric bill.
We are members for all three states. Some work, like building construction, will require more
detailed information and we should be notified earlier than usual in your planning to avoid later
conflicts. Before work begins, the Cable Monitor Team must mark the cable location, and be
present for actual digging near the cable.
Thank you for your continued cooperation and support regarding the missile cable
easements, and for your assistance in completing and returning our questionnaire.
Sincerely,
DANIEL A NAGEL, TSgt, USAF
Cable Affairs NCOIC
GUARDIANS OF THE HIGH FRONTIER
APPLICATION FOR USE BY SPECIAL REVIEW
GROVER COMPRESSOR STATION
CDPHE PERMIT APPLICATION
COMPRESSOR ENGINES
!nil
PHR0CANADA ,
PETRO-CANADA RESOURCES (USA) INC.
999 18TM STREET, SUITE 600
• •
Prig
March 20, 2009
Colorado Department of Public Health and Environment
Air Pollution Control Division
4300 Cherry Creek Drive South, APCD-SS-B1
Denver, Colorado 80246-1530
RE: Permit Application: Grover Compressor Station
Caterpillar G3516 Engine Driven Compressor
6 MMSCFD Dehydration Unit
NWNW Section 4, T10N, R61W, Weld County
Ladies and Gentlemen:
Petro -Canada Resources (USA) Inc. (Petro -Canada) is submitting a permit application for one
(1) Caterpillar G3516 engine driven compressor and a 6 MMSCFD dehydration unit projected
at the Grover compressor Station located in the NWNW of Section 4, Township 10 North,
Range 61 West in Weld County, Colorado.
This Caterpillar G3516 TALE engine driven compressor and 6 MM dehydration unit is
projected to be installed September 1, 2009. Please reference the attached APENs and
emission calculations for specific emission levels.
There are also APEN exempt emission sources, which include one (1) 300 bbl water tank,
inlet scrubber, fugitives, and truck loading emissions. These sources have supporting
calculations and are accounted for in the facility wide emissions inventory (Form APCD-102).
In efforts to reduce VOC emissions system -wide, Petro -Canada has employed a voluntary
Leak Detection and Repair (LDAR) program. This program includes the larger facilities that
Petro -Canada operates and as facilities are constructed, they are included in the program.
You will note fugitive emissions from these facilities are calculated using the EPA `screening'
emission factors (please see calculations included).
A check is enclosed in the amount of $305.80 (2 x $152.90) as payment for the APEN filing
fee associated with this submission.
If you should need any additional information or have any questions please contact me at
(303) 350-1171 or you may contact Lesair Environmental at (303) 904-2525.
Sincerely,
Sherri Robbins
Permitting Director
Enclosures:
CC: Lesair Environmental, Inc.
•
99918'" Street, Subs 800
Denver, CO 80202
Phone: 303.297.2100
Fax: 303.297.7708
Form APCD-100
Colorado Department of Public Health and Environment
Air Pollution Control Division
Colorado Department
ofPublic16
Oil & Gas Industry Environment
Construction Permit Application Completeness Checklist
Company Name:
Source Name:
Date:
Ver. September 22, 2008
Petro -Canada Resources (USA) Inc.
Grover Compressor Station
March 20, 2009
Yes No
Are you requesting a facility wide permit for multiple emissions points?
In order to have a complete application, the following attachments must be provided, unless stated
otherwise. If application is incomplete, it will be returned to sender and filing fees will not be refunded.
Attachment
Application Element
Applicant
APCD
A
APEN Filing Fees
/1
❑
B
Air Pollutant Emission Notice(s) (APENs) &
Application(s) for Construction Permit(s) — APCD Form Series 200
❑
I
C
Emissions Calculations and Supporting Documentation
//
❑
D
Company Contact Information - Form APCD-101
@
❑
E
Ambient Air Impact Analysis
❑ Check here if source emits only V0C (Attachment E not required)
►1
❑
F
Facility Emissions Inventory — Form APCD-102
❑ Check here if single emissions point source (Attachment F not required)
/5
❑
G
Process description, flow diagram and plot plan of emissions unit and/or
facility
❑ Check here if single emissions point source (Attachment G not required)
❑
@
H
Operating & Maintenance (O&M) Plan — APCD Form Series 300
❑
❑
ACheck here if true minor emissions source or application is for a general
permit (Attachment H not required)
I
Regulatory Analysis
❑ Check here to request APCD to complete regulatory analysis (Attachment
I not required)
�I
❑
Send Complete Application to:
Colorado Department of Public Health & Environment
APCD-SS-BI
4300 Cherry Creek Drive South
Denver, Colorado 80246-1530
Check box if facility is an existing Title V source: ❑ Send an additional application copy
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Page 1 of 1
_Form APCD-100 - Checklistdoc
Company Name: Petro -Canada Resources USA) Inc.
Facility Name: Grover Compressor Station
Attachment A
APEN Filing Fees
A single check is being submitted for all applicable filings
• Prepared for:
Petro -Canada Resources USA) Inc.
Prepared by:
Lesair Environmental, Inc.
www.lesair.com
Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
•
•
Attachment B
Air Pollution Emission Notice(s)
• Prepared for:
Petro -Canada Resources (USA) Inc.
Prepared by:
Lesair Environmental, Inc.
www.Lesair.com
•
nested Action (check applicable request boxes)
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Section 03 — General Information
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Section 01— Administrative Information
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Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
•
•
Attachment C
Emission Calculations
• Prepared for:
Petro -Canada Resources (USA) Inc.
Prepared by:
Lesair Environmental, Inc.
www.Lesair.com
Company Name: Patin -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
AIRS ID:
•
•
Emission Calculation for Natural Gas Fueled Engines
Emission Factor Calculation Method
(Pa Esfling Embsbo. Using Factors suppled by the manufacturer or If no other data Is mailable using AP -42 factor ham Sect= 1 4)
Engine Date
No.
Site
Rating
(PI(house)
Menxfaerorsr
Modal
Annual
Op lime
Fuel
WA*
Fuel leg
Value
Mulct)Sourceeha
Mulct)
Emission
Factor
MFG
paw
Fuel Use
MMSCFM
Fraction
VOC
001
1150
Caterpillar
6'3518 TALE
6780
Field
Menuladaer
7,274
61.07
0.30
Emission Factors
Reference
No.
Site
Ration
(NP)
NOx
(9mny.h9
CmOp
(P
( SOn
)
TSP e
PMIO
(71
PM2.5
(bIMAB )
VOyC ful
trill2
( NCHO
�B111)
Acetaldehyde
( &36E'03
Aeration
(514EBTU)
Bemem
Toluene
Ethyl.
(I39977E-06
(4ABN)4)
001
115d
1.811M
3.SSEM
.71E-OU)
3
O.1
4.40E-01)
EF Scuba
Men50d.
Mud.
Ian
4P42
M.41
PP -CI
4F42
w+x
uu
4P42
wu
u+e
Nola: NOx and CO emissions factors are from an emission test performed by the diWibulor on the make and model of engine
Fomialiohyde (HCHO). Acetaldehyde. Aaolen, 502, VOC and PM are cebusted from AP -42 Emission Factors.
Embeba (Chill) = Emesbn Factor (g/HPTr) • Site Rating (HP)' 1 L1/454 gm
EmSMbns (Lb/Hr) = Ernesto Factor (b/MM871.1) • Fuel Htg Value (BTU/ed) • Fuel Use'MASCFM) I Annual Op Hours (hrs/)'
Embsbns (1Py) a Emission Factor (gfp4r) • Site Rating (hp) ill 81454 g • Annual OpaNlg Time Qt t) • 1 tor✓1,000 E
Calculated Source Emissions
Reference
No.
NOx
CO
802
a PM7(0T
PIM
VOC
)
j.1
t�mq
(fP17
(emgTSP
l�
( q (T 1�
(lbM) (T Y�
001
3.89 I
18.88
I 9v9
9.09
i
9.0¢
A09 I 0.Cd
909 I 9.06
0.39 I '1.31
HCHO(a
AmWsn(byrj
Toamre(Myr)
Ethylbenzecie
X ene
(M'Acetaldehyde l
(
gBenzene
(
( fj
(
q sly+)
TV
D.44 I 3869.69
0.01 I 81291
d�02 I 3'18.85
0.06 I 32.21
006 I '18.90
0.00 I 3.91
006 73.48
Rsauested Source Emissions
Reference
No.
NOx
CO
802
a PMI0v�
PM20
VOC
( q (r
)
(0mr)
( )
(N�TSP
(
q (T )
(Ibmp
(1.31)
r
iel) I 18.B�
4h.:
I CI
006 I
a.02
0.06 I_ 0.06
g I 0.06
6.36 I
NCNO
Benzene
Toluene
X
9
(b1A�ulaldehyd.
( )Acrolim((aaPP7
VMS
)
R4Ethylwnxene
Q
(ICS
0.44 I
0.07 I 8141
004 I 3T9.S3
000
I 322A
rig
f106
'19.90
0.06 I 3.9{
0.06
1348
Lear Enlwonmaad, Inc.
www.lesair.com
• •
•
•
cs
C
2
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Deration Calculation Method
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•
•
•
Table 3.2-2. UNCONTROLLED EMISSION FACTORS FOR 4 -STROKE LEAN -BURN ENGINE?
(SCC 2-02-002-54)
Pollutant
Emission Factor
(1b/MMBm)
(fuel input)
Emission Factor
Rating
Criteria Pollutants and Greenhouse Gases
NOx° 90 - 105% Load
4.08 E+00
a
NOx° <90% Load
8.47 E-01
B
CO` 90 - 105% Load
3.17 E-01
C
CO` <90% Load
5.57 E-01
B
CO2d
1.10E+02
A
SO2`
5.88 E-04
A
TOCf
1.47 E+00
A
Methanes
115 E+00
C
VOCh
1.18 E-01
C
PM10 (filterable)'
7.71 E-05
D
PM2.5 (filterable)'
7.71 E-05
D
PM Condensable
9.91 E-03
D
Trace Organic Compounds
1,1,2,2-Tetrachloroethanek
<4.00 B-05
n n n m o o m m no m m m
1,1,2-Trichloroethanek
<3.18 E-05
1,1-Dichloroethane
<2.36 E-05
1,2,3-Trimethylbenzene
2.30 E-05
1,2,4-Trimethylbenzene
1.43 E-05
1,2-Dichloroethanc
<2.36 B-05
1,2-Dichloropropane
<2.69 E-05
1,3,5-Trimethylbenzene
3.38 E-05
1,3-Butadienek
2.67E-04
1,3-Dichloropropenek
<2.64 EMS
2-Methylnaphthalenek
3.32 E-05
2,2,4-Trimethylpentanek
2.50 E-04
Acenaphihenek
1.25 E-06
7/00 Stationary Internal Combustion Sources
3.2-11
•
•
Table 3.2-2. UNCONTROLLED EMISSION FACTORS FOR 4 -STROKE LEAN -BURN ENGINES
(Continued)
Pollutant
Emission Factor
(lb/MMBtu)b
(fuel input)
Emission Factor
Rating
Acenaphthylenek
5.53 E-06
C
Acetaldehydeka
8.36 E-03
A
Acroleink't
5.14 E-03
A
Benzenek
4.40 E-04
A
Benzo(b)fluoranthenek
1.66 E-07
D
Benzo(e)pyrenek
4.15 E-07
D
Benzo(g,h,i)perylenek
4.14 E-07
D
Biphenylk
2.12 E-04
I)
Butane
5.41 E-04
D
Butyr/Isobutyraldehyde
1.01 E-04
C
Carbon Tetrachloridek
<3.67 E-05
E
Chlorobenzenek
<3.04 E-05
E
Chloroethane
1.87 E-06
D
Chloroformk
<2.85 E-05
E
Chrysenek
6.93 E-07
C
Cyctopentane
2.27 E-04
C
Ethane
1.05 E-01
C
Ethylbenzenek
3.97 E-05
B
Ethylene Dibromidek
<4.43 E-05
E
Fluoranthenek
1.11 E-06
C
Fluorene°
5.67 E-06
C
Formaldehydek'1
5.28 E-02
A
Methanolk
2.50 E-03
B
Methylcyclohexane
1.23 E-03
C
Methylene Chloridek
2.00 E-05
C
n-Hexanek
1.11 E-03
C
n-Nonane
1.10 E-04
C
3.2-12 EMISSION FACTORS 7/00
Table 3.2-2. UNCONTROLLED EMISSION FACTORS FOR 4 -STROKE LEAN -BURN
ENGINES
(Continued)
•
•
Pollutant
Emission Factor
(Ib/MMBtu)
(fuel input)
Emission Factor
Rating
n -Octane
3.51 E-04
C
n -Pentane
2.60 E-03
C
Naphthalenek
7.44 E-05
C
PAHk
2.69 E-05
D
Phenanthrenek
1.04 E -OS
D
Phenolk
2.40 E-05
D
Propane
4.19 E-02
C
Pyrenek
1.36 E-06
C
Styrenek
<2.36 E-05
E
Tetrachloroethanek
2.48 E-06
D
Toluenek
4.08 E-04
B
Vinyl Chloridek
1.49 E-05
C
Xylenek
1.84 E-04
B
° Reference 7. Factors represent uncontrolled levels. For NOR, CO, and PMI 0,
"uncontrolled" means no combustion or add-on controls; however, the factor may include
turbocharged units. For all other pollutants, "uncontrolled" means no oxidation control;
the data set may include units with control techniques used for NOx control, such as PCC
and SCR for lean burn engines, and PSC for rich burn engines. Factors are based on large
population of engines. Factors are for engines at all loads, except as indicated. SCC =
Source Classification Code. TOC = Total Organic Compounds. PM -10 = Particulate
Matter s 10 microns (Nm) aerodynamic diameter. A "<" sign in front of a factor means
that the corresponding emission factor is based on one-half of the method detection limit.
b Emission factors were calculated in units of (lb/MMBtu) based on procedures in EPA
Method 19. To convert from (Ib/MMBtu) to (lb/106 scf), multiply by the heat content of
the fuel. If the heat content is not available, use 1020 Btu/scf. To convert from
(lb/MMBtu) to (lb/hp-hr) use the following equation:
lb/hp-hr = (lb/MMBtu) (heat input, MMBtu/hr) (1/operating HP, l/hp)
Emission tests with unreported load conditions were not included in the data set
d Based on 99.5% conversion of the fuel carbon to CO2. CO2 [lb/MMBtu] =
(3.67X%CONXC)(D)(1/h), where %CON = percent conversion of fuel carbon tos CO2,
C = carbon content of fuel by weight (0.75), D = density of fuel, 4.1 E+04 lb/10 scf, and
7/00 Stationary Internal Combustion Sources
3.2-13
• •
h = heating value of natural gas (assume 1020 Btu/scf at 60°F).
Based on 100% conversion of fuel sulfur to SO2. Assumes sulfur content in natural gas of
2,000 gr/106scf.
f Emission factor for TOC is based on measured emission levels from 22 source tests.
s Emission factor for methane is determined by subtracting the VOC and ethane emission
factors from the TOC emission factor. Measured emission factor for methane compares
well with the calculated emission factor, 1.31 lb/MMBtu vs. 1.25 lb/MMBtu, respectively.
h VOC emission factor is based on the sum of the emission factors for all speciated organic
compounds less ethane and methane.
Considered s 1µm in aerodynamic diameter. Therefore, for filterable PM emissions,
PMl0(filterable) = PM2.5(filterable).
PM Condensable = PM Condensable Inorganic + PM -Condensable Organic
k Hazardous Air Pollutant as defined by Section 112(b) of the Clean Air Act.
For lean burn engines, aldehyde emissions quantification using CARE 430 may reflect
interference with the sampling compounds due to the nitrogen concentration in the stack.
The presented emission factor is based on FTIR measurements. Emissions data based on
CARE 430 are available in the background report.
•
3.2-14 EMISSION FACTORS 7/00
•
Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
Emission Calculations Associated with the Dehydration of Natural Gas
(Emission Estimates based on GRI GLYCaIc Version 4.0)
UNCONTROLLED EMISSIONS
At an estimated annual rate of : 6.0 MMSCFD
Glycol Pump Type: Klmray 9016
Pump Rate: 1.6 gpm (NOTE: This Is the maximum pump rate for one (1) Klmray 9015PV pump)
Stack ID
No.
Individual HAP Component Emissions
Benzene
Toluene
Ethyl -Benzene
X Nna
n -Hexane
Z2,4
TrlmethtlpeMane
(Lbatr)
-
(TPY)
(Lb/Hr)
(TPY)
(Lbatr)
(TPY)
(Lbllk)
(WY)
(Lb/Hr)� (TPY)
(LbMr)
(TPY)
DU -01
0.59
2.59
0.60
2.62
0.04
0.19
0.33 1.45
0.'14
0.61
0.00
0.00
Stack ID
No.
Aggregated Emissions
Total HAP
VOC
(Lb/Hr)
(WY)
(LbIHr)
(TRY)
DU -01
1.70
7.48
1.30
5.68
Requested Permit Limits
Stack ID
No.
VOC
(IWhr)
(TPY)
HAP
(Ibbr)
(TRY)
Benzene
(Ibayr)
Toluene
(IbeNr)
Xylene
(lrolyr)
n4lexane
(Ibsryr)
e-Benze
(Ibeyr)
00
1.3
5.7
1.7
7.5
5,182
5,250
2,897
1,212
378
Lesair Environmental, Inc.
www.lesairoom
Page: 1
GRI-GLYCa1c VERSION 4.0 - SUMMARY OF INPUT VALUES
•
Case Name: Grover CS (2009 App)
File Name: L:\Datafile\GlyCalc 4.0 Data Files\Petro-Canada\Grover CS 6 MMSCFD
031909.ddf
Date: March 20, 2009
DESCRIPTION:
Description: Grover CS Wet Gas Analysis (11/1/08)
Press/Temp/dew pt = 325/110/5.0 lb/MMSCF
(1) Kimray 9015 SC pump at 1.5 (max rate)
Current Average Rate of 6 MMSCFD
Annual Hours of Operation: 8760.0 hours/yr
WET GAS:
Temperature: 100.00 deg. F
Pressure: 325.00 psig
Wet Gas Water Content: Saturated
Component
Conc.
(vol %)
DRY GAS:
Carbon Dioxide
Nitrogen
Methane
Ethane
Propane
Isobutane
n -Butane
Isopentane
n -Pentane
Cyclopentane
n -Hexane
Cyclohexane
Other Hexanes
Heptanes
Methylcyclohexane
2,2,4-Trimethylpentane
Benzene
Toluene
Ethylbenzene
Xylenes
3.3900
1.4900
67.8381
13.2394
9.5699
0.8477
2.4190
0.4080
0.4368
0.0308
0.0698
0.0225
0.1317
0.0473
0.0167
0.0001
0.0091
0.0051
0.0002
0.0011
C8+ Heavies 0.0166
Flow Rate:
Water Content:
• LEAN GLYCOL:
6.0 MMSCF/day
5.0 lbs. H2O/MMSCF
• •
Page: 2
Glycol Type: TEG
Water Content: 1.5 wt% H2O
Flow Rate: 1.5 gpm
PUMP:
Glycol Pump Type: Electric/Pneumatic
REGENERATOR OVERHEADS CONTROL DEVICE:
Control Device: Condenser
Temperature: 130.0 deg. F
Pressure: 12.0 psia
Control Device: Combustion Device
Destruction Efficiency: 98.0 %
Excess Oxygen: 15.0 %
Ambient Air Temperature: 36.0 deg. F
•
Page: 1
GRI-GLYCa1c VERSION 4.0 - EMISSIONS SUMMARY
•
•
Case Name: Grover CS (2009 App)
File Name: L:\Datafile\G1yCalc 4.0 Data Files\Petro-Canada\Grover CS 6 MMSCFD
031909.ddf
Date: March 20, 2009
CONTROLLED REGENERATOR EMISSIONS
Component
lbs/hr lbs/day tons/yr
Methane
Ethane
Propane
Isobutane
n -Butane
Isopentane
n -Pentane
Cyclopentane
n -Hexane
Cyclohexane
Other Hexanes
Heptanes
Methylcyclohexane
2,2,4-Trimethylpentane
Benzene
Toluene
Ethylbenzene
Xylenes
C8+ Heavies
0.0140
0.0180
0.0384
0.0067
0.0255
0.0059
0.0080
0.0022
0.0026
0.0034
0.0038
0.0039
0.0035
<0.0001
0.0110
0.0099
0.0006
0.0042
0.0005
0.336
0.432
0.920
0.160
0.611
0.141
0.193
0.053
0.064
0.082
0.091
0.095
0.084
<0.001
0.265
0.238
0.014
0.100
0.013
0.0613
0.0789
0.1680
0.0293
0.1116
0.0258
0.0352
0.0097
0.0116
0.0151
0.0166
0.0173
0.0153
<0.0001
0.0483
0.0435
0.0025
0.0182
0.0024
Total Emissions
Total Hydrocarbon
Total VOC
Total HAP
Total BTEX
Emissions
Emissions
Emissions
Emissions
UNCONTROLLED REGENERATOR EMISSIONS
0.1622
0.1622
0.1302
0.0283
0.0257
3.894
3.894
3.125
0.680
0.617
0.7106
0.7106
0.5704
0.1241
0.1125
Component
lbs/hr lbs/day tons/yr
Methane
Ethane
Propane
Isobutane
n -Butane
Isopentane
n -Pentane
Cyclopentane
n -Hexane
Cyclohexane
Other Hexanes
Heptanes
Methylcyclohexane
0.7003
0.9016
1.9232
0.3361
1.2830
0.2992
0.4099
0.1140
0.1383
0.1832
0.1964
0.2201
0.1962
16.808
21.638
46.156
8.068
30.793
7.180
9.836
2.735
3.320
4.397
4.713
5.282
4.709
3.0674
3.9489
8.4235
1.4723
5.6197
1.3104
1.7952
0.4991
0.6058
0.8024
0.8601
0.9640
0.8593
• •
Page: 2
2,2,4-Trimethylpentane 0.0002 0.006 0.0011
Benzene 0.5916 14.199 2.5914
Toluene 0.5993 14.382 2.6248
Ethylbenzene 0.0431 1.035 0.1888
Xylenes 0.3307 7.936 1.4483
C8+ Heavies 0.8663 20.791 3.7944
Total Emissions 9.3326
Total Hydrocarbon Emissions
Total VOC Emissions
Total HAP Emissions
Total BTEX Emissions
•
9.3326
7.7307
1.7032
1.5647
223.983 40.8769
223.983
185.537
40.878
37.553
40.8769
33.8606
7.4602
6.8533
PROJECT NO. :
COMPANY NAME:
ACCOUNT NO. :
PRODUCER :
LEASE NO. :
NAME/DESCRIP :
•"FIELD DATA*"
SAMPLE PRES.:
VAPOR PRES. :
COMMENTS :
COMPONENT
ALCOHOLS
HELIUM
HYDROGEN
OXYGEN/ARGON
NITROGEN
CARBON DIOXIDE
METHANE
ETHANE
PROPANE
I -BUTANE
N -BUTANE
I -PENTANE
N -PENTANE
HEXANES PLUS
TOTALS
BTEX COMPONENTS
BENZENE
TOLUENE
ETHYLBENZENE
XYLENES
TOTAL BTEX
II
EMPACT ANALYTIC
SYSTEMS INC.
-i •
\* `;1i1� fr �"� BRIGHT365 S. ON, CO
80601
k 1
Mom a
303-837.0160
EXTENDED NATURAL GAS ANALYSIS I'DHA)
MAIN PAGE
200812044
WALSH PRODUCTION
104
LILLI STATION; 61 OFF LEASE
32 LBS
COMPOSITE; NO PROBE
NOVEMBER COMPOSITE SAMPLE
MOLE% WT%
0.0091 0.0300
0.0051 0.0197
0.0002 0.0010
0.0011 0.0052
0.0155 0.0559
(CA If: GPA SID 2141 & TP-/7 (414.696& 601)
NDETAILEDHYDROCARBON ANALYSISMJ 1993): ARM D6710
THIS DATA HAS MEN ACQUIRED THROUGH APPLICATION OF CURRENT STA TE-OF-THEARTANALYTICAL TECHNIQUES
THE USE OF MISMFORMAT7O1118 THE RESPONSIBUIY OF THE USER. FMPACTANALYTICAL SYS7FM$ ASSUMES NO
RESPONSBLIIYFOR ACCURACY OF ME REPORTED INFORMATION NOR ANY CONSEQUENCES OF ITS APPLICA DON
MOLE %
0.0001
0.00
0.00
0.01
1.49
3.39
67.8381
13.2394
9.5699
0.8477
2.4190
0.4080
0.4388
0.3510
100.0000
ANALYSIS NO.:
ANALYSIS DATE:
SAMPLE DATE :
CYLINDER NO.:
SAMPLED BY :
01
DECEMBER 8, 2008
NOVEMBER 1, 2008
700
D.L.S.
SAMPLE TEMP.: 50 F
AMBIENT TEMP.:
GRAVITY .
MASS %
0.0002
0.00
0.00
0.01
1.75
6.26
45.6904
16.7137
17.7170
2.0684
5.9027
1.2356
1.3231
1.3289
100.0000
GPM
14.696
BTU®
LOW NET DRY REAL:
NET WET REAL :
HIGH GROSS DRY REAL :
GROSS WET REAL :
NET DRY REAL:
GROSS DRY REAL :
RELATIVE DENSITY (AIR=1):
COMPRESSIBILITY FACTOR :
3.5328
2.6309
0.2767
0.7609
0.1490
0.1578
0.1420
7.6501
14.896
1203.45 /act
1182.48 /scf
1323.44 legit
1300.38 /set
19091 /Ib
20995 /lb
GPM ®
14.730
3.5410
2.6370
0.2773
0.7827
0.1493
0.1582
0.1422
7.6677
14.730
1206.24 /act
1185.27 /acf
1326.5 /set
1303.44 Act
19135 /16
21043 /lb
0.8257
0.9956
•
•
PROJECT NO. :
COMPANY NAME:
ACCOUNT NO. :
PRODUCER :
LEASE NO. :
NAMEIDESCRIP :
'FIELD DATA'
SAMPLE PRES. :
VAPOR PRES. :
COMMENTS :
Componenet
Helium
Hydrogen
Carbon Dioxide
Nitrogen
Methane
Ethane
Propane
Isobutane
n -Butane
Isopentane
n -Pentane
Cyclopentane
n -Hexane
Cyclohexane
Other Hexanes
Heptanes
Methycyclohexane
2,2,4 Trimethylpentane
Benzene
Toluene
Ethylbenzene
Xylenes
C8+ Heavies
Subtotal
Oxygen/Argon
Alcohols
Glycols
Total
EMPACT ANALYTICAL
'iSYSTEMS INC.
s�GHTOSN,, Co
80601
A i
303437-0150
EXTENDED NATURAL GAS LIQUID ANALYSIS (*DIN
GLYCALC INFORMATION
200812044 ANALYSIS NO.:
WALSH PRODUCTION ANALYSIS DATE:
104
LILLI STATION; # 1 OFF LEASE
32 LBS
COMPOSITE; NO PROBE
NOVEMBER COMPOSITE SAMPLE
Mole 96
0.00
0.00
3.39
1.49
67.8381
13.2394
9.5699
0.8477
2.4190
0.4080
0.4388
0.0308
0.0698
0.0225
0.1317
0.0473
0.0167
0.0001
0.0091
0.0051
0.0002
0.0011
0.0166
99.9899
0.01
0.0001
0.0000
100.0000
SAMPLE DATE :
CYLINDER NO.:
SAMPLED BY :
01
DECEMBER 8, 2008
NOVEMBER 1, 2008
700
D.L.S.
SAMPLE TEMP.: 50 F
AMBIENT TEMP.:
GRAVITY .
THE DATA PRESENTED HEREIN HAS BEEN ACQUIRED THROUGH JUDICIOUS APPLICATION OF CURRENT
STATE -OF -THE ART ANALYTICAL TECHNIQUES. THE APPLICATIONS OF THIS INFORMATION IS THE
RESPONSIBILITY OF THE USER. EMPACT ANALYTICAL SYSTEMS, INC. ASSUMES NO RESPONSIBILITY
FOR ACCURACY OF THE REPORTED INFORMATION NOR ANY CONSEQUENCES OF ITS APPLICATION.
Wt %
0.00
0.00
6.26
1.75
45.6904
16.7137
17.7170
2.0684
5.9027
1.2356
1.3231
0.0906
0.2524
0.0796
0.4956
0.1978
0.0688
0.0003
0.0300
0.0197
0.0010
0.0052
0.0879
99,9898
0.01
0.0002
0.0000
100.0000
•
•
•
PROJECT NO. :
COMPANY NAME:
ACCOUNT NO. :
PRODUCER :
LEASE NO. :
NAME/DESCRIP
'FIELD DATA*"
SAMPLE PRES. :
VAPOR PRES. :
COMMENTS :
COMPONENT
Helium
Hydrogen
Oxygen/Argon
Nitrogen
Carbon Dioxide
Methane
Ethane
Propane
i-Butane
n -Butane
2,2-Dimethylpropane
i-Pentane
n -Pentane
t-Butanol
2,2-Dimethylbutane
Cydopentane
2,3-Dimethylbutane
2-Methylpentane
3-Methylpentane
n -Hexane
2,2-Dimethylpentane
Methylcyclopentane
2,4-Dimethylpentane
2,2,3-Tnmethylbutane
Benzene
3,3-Dimethylpentane
Cyclohexane
2-Methylhexane
2,3-Dimethylpentane
1,1-Dimethylcyclopentane
3-Methylhexane
1 c, 3-Dimethylcydopentane
1t,3-Dimethylcydopentane
3-Ethylpentane
1 t,2-Dimethylcydopentane
MPACT ANALYTICAL
111\t inim r SYSTEMS INC.
Via, AIM 4,l/
\I\NIIUV .r
365 S. MAIN ST.
BRIGHTON, CO
80601
303-637-0150
EXTENDED NATURAL GAS LIQUID ANALYSIS ('DHA)
DNA COMPONENT UST
200812044
WALSH PRODUCTION
104
LILLI STATION; # 1 OFF LEASE
32 LBS
COMPOSITE; NO PROBE
NOVEMBER COMPOSITE SAMPLE
PIANO # MOLE %
0.00
0.00
0.01
1.49
3.39
P1 67.8381
P2 13.2394
P3 9.5699
14 0.8477
P4 2.4190
15 0.0031
15 0.4049
P5 0.4368
X4 0.0001
16 0.0020
N5 0.0308
16 0.0075
16 0.0593
16 0.0301
P6 0.0698
17 0.0007
N6 0.0328
17 0.0018
17 0.0001
A6 0.0091
17 0.0002
N6 0.0225
17 0.0061
17 0.0023
N7 0.0027
17 0.0063
N7 0.0043
N7 0.0039
17 0.0004
N7 0.0058
ANALYSIS NO. :
ANALYSIS DATE:
SAMPLE DATE
CYLINDER NO. :
SAMPLED BY :
01
DECEMBER 8, 2008
NOVEMBER 1, 2008
700
D.L.S.
SAMPLE TEMP.: 50 F
AMBIENT TEMP.:
GRAVITY .
MASS %
0.00
0.00
0.01
1.75
6.26
45.6904
16.7137
17.7170
2.0684
5.9027
0.0093
1.2263
1.3231
0.0002
0.0071
0.0906
0.0270
0.2145
0.1090
0.2524
0.0026
0.1380
0.0069
0.0004
0.0300
0.0008
0.0796
0.0259
0.0096
0.0110
0.0265
0.0179
0.0160
0.0018
0.0233
GPM
14.696
3.5328
2.6309
0.2767
0.7609
0.0011
0.1479
0.1578
0.0000
0.0008
0.0091
0.0031
0.0246
0.0123
0.0286
0.0002
0.0153
0.0007
0.0000
0.0025
0.0001
0.0076
0.0028
0.0010
0.0011
0.0029
0.0018
0.0016
0.0002
0.0023
GPM @
14.730
3.5410
2.6370
0.2773
0.7627
0.0011
0.1482
0.1582
0.0000
0.0008
0.0091
0.0031
0.0247
0.0123
0.0287
0.0002
0.0153
0.0007
0.0000
0.0025
0.0001
0.0076
0.0028
0.0010
0.0011
0.0029
0.0018
0.0016
0.0002
0.0023
2,2,4-Trimethylpentane 18 0.0001 0.0003 0.0000 0.0000
n-Heptane P7 0.0122 0.0513 0.0056 0.0056
1c,2-Dimethylcydopentane N7 0.0003 0.0012 0.0001 0.0001
Methylcyclohexane N7 0.0187 0.0688 0.0067 0.0067
2,2-Dimethylhexane 18 0.0013 0.0061 0.0007 0.0007
1,1,3-Trimethylcyclopentane N7 0.0001 0.0004 0.0000 0.0000
Ethylcydopentane N7 0.0005 0.0022 0.0002 0.0002
2,5-Dimethylhexane 18 0.0003 0.0012 0.0002 0.0002
2,2,3-Trimethylpentane 18 0.0000 0.0002 0.0000 0.0000
2,4-Dimethylhexane 18 0.0004 0.0018 0.0002 0.0002
Ic,2t,4-Trimethylcyclopentane N8 0.0009 0.0042 0.0004 0.0004
3,3-Dimethylhexane 18 0.0001 0.0003 0.0001 0.0001
1t,2c,4-Trimethylcydopentane N8 0.0008 0.0037 0.0004 0.0004
2,3,4-Trimethylpentane 18 0.0001 0.0004 0.0000 0.0000
2,3,3-Trimethylpentane 18 0.0000 0.0002 0.0000 0.0000
Toluene A7 0.0051 0.0197 0.0017 0.0017
2,3-Dimethylhexane 18 0.0003 0.0013 0.0002 0.0002
2-Methyl-3-ethylpentane 18 0.0002 0.0010 0.0001 0.0001
1,1,2-Trimethylcydopentane N8 0.0000 0.0001 0.0000 0.0000
2-Methylheptane 18 0.0015 0.0073 0.0008 0.0008
4-Methylheptane 18 0.0004 0.0018 0.0002 0.0002
3-Methyl-3-ethylpentane 18 0.0000 0.0002 0.0000 0.0000
3,4-Dimethylhexane 18 0.0001 0.0003 0.0000 0.0000
1 c,2c,4Trimethylcyclopentane N8 0.0001 0.0003 0.0000 0.0000
1c,3-Dimethylcyclohexane NB 0.0000 0.0001 0.0000 0.0000
3-Methylheptane 18 0.0008 0.0037 0.0004 0.0004
1c,21,3-Trimethylcyclopentane N8 0.0017 0.0081 0.0008 0.0008
3-Ethylhexane 18 0.0001 0.0005 0.0001 0.0001
11,4-Dimethylcydohexane N8 0.0007 0.0035 0.0003 0.0003
1,1-Dimethylcyclohexane NB 0.0002 0.0010 0.0001 0.0001
3c-Ethylmethylcydopentane N8 0.0000 0.0001 0.0000 0.0000
31-Ethylmethylcyclopentane N8 0.0001 0.0004 0.0000 0.0000
21-Ethylmethylcydopentane NB 0.0001 0.0005 0.0000 0.0000
1,1-Methylethylcyclopentane N8 0.0002 0.0008 0.0001 0.0001
2,2,4-Trimethylhexane 19 0.0000 0.0003 0.0000 0.0000
11,2-Dimethylcydohexane N8 0.0007 0.0035 0.0003 0.0003
1c,2c,3-Trimethylcyclopentane NB 0.0000 0.0001 0.0000 0.0000
11,3-Dimethylcyclohexane N8 0.0000 0.0001 0.0000 0.0000
n -Octane P8 0.0021 0.0100 0.0011 0.0011
1c,4-Dimethylcydohexane N8 0.0003 0.0015 0.0001 0.0001
i-Propylcydopentane 18 0.0000 0.0002 0.0000 0.0000
2,4,4-Trimethylhexane 19 0.0000 0.0002 0.0000 0.0000
2,2,3,4-Tetramethylpentane 19 0.0000 0.0002 0.0000 0.0000
2,3,4-Trimethylhexane 19 0.0000 0.0001 0.0000 0.0000
1c,2-Dimehhylcydohexane N8 0.0000 0.0002 0.0000 0.0000
2,3,5-Trimethylhexane 19 0.0002 0.0010 0.0001 0.0001
2,2-Dimethylheptane 19 0.0000 0.0002 0.0000 0.0000
1,1,4-Trimethylcydohexane N9 0.0006 0.0033 0.0003 0.0003
2,2,3-Trimethylhexane 19 0.0002 0.0010 0.0001 0.0001
2,4-Dimethylheptane 19 0.0000 0.0001 0.0000 0.0000
4,4-Dimethylheptane 19 0.0000 0.0001 0.0000 0.0000
Ethylcydohexane NB 0.0003 0.0014 0.0002 0.0002
n-Propylcydopentane N8 0.0002 0.0008 0.0001 0.0001
1c,3c,5-Trimethylcydohexane N9 0.0000 0.0002 0.0000 0.0000
2,5-Dimethylheptane 19 0.0000 0.0002 0.0000 0.0000
3,3-Dimethylheptane 19 0.0000 0.0002 0.0000 0.0000
3,5-Dimethylheptane 19 0.0000 0.0001 0.0000 0.0000
1,1,3-Trimethylcydohexane N9 0.0000 0.0002 0.0000 0.0000
Ethylbenzene 18 0.0002 0.0010 0.0001 0.0001
1c,2t,4t-Trimethylcydohexane N9 0.0001 0.0008 0.0001 0.0001
1,3-Dimethylbenzene (m-Xylene) A8 0.0007 0.0033 0.0003 0.0003
1,4-Dimethylbenzene (p-Xylene) A8 0.0002 0.0008 0.0001 0.0001
3,4-Dimethylheptane 19 0.0000 0.0002 0.0000 0.0000
3,4-Dimethylheptane (2) 19 0.0000 0.0003 0.0000 0.0000
4-Methyloctane 19 0.0001 0.0004 0.0001 0.0001
2-Methyloctane 19 0.0001 0.0005 0.0001 0.0001
3-Ethylheptane 19 0.0000 0.0003 0.0000 0.0000
• •
3-Methyloctane 19 0.0001 0.0007 0.0001 0.0001
3,3-Diethylpentane 19 0.0000 0.0001 0.0000 0.0000
1c,2t,4o-Trimethylcyclohexane 19 0.0000 0.0001 0.0000 0.0000
1,1,2-Trimethylcyclohexane N9 0.0000 0.0001 0.0000 0.0000
1,2-Dimethybenzene (o-Xylene) A8 0.0002 0.0011 0.0001 0.0001
i-BurylgGapentane N9 0.0001 0.0006 0.0001 0.0001
Unknowns U8 0.0000 0.0002 0.0000 0.0000
n-Nonane P9 0.0004 0.0019 0.0002 0.0002
1,1-Methylethylcyclohexane N9 0.0001 0.0004 0.0000 0.0000
i-Propylbenzene A9 0.0000 0.0001 0.0000 0.0000
i-Propylcyclohexane N9 0.0000 0.0003 0.0000 0.0000
2,2-Dimethylocane 110 0.0000 0.0002 0.0000 0.0000
2,4-Dimethyloctane 110 0.0000 0.0001 0.0000 0.0000
2,5-Dimethyloctane 110 0.0000 0.0002 0.0000 0.0000
n•Butylcyclopentane N9 0.0001 0.0004 0.0001 0.0001
n-Propylbenzene A9 0.0000 0.0003 0.0000 0.0000
3-Methyl-5-ethylheptane 110 0.0000 0.0001 0.0000 0.0000
1,3-Methylethylbenzene A9 0.0000 0.0002 0.0000 0.0000
1,4-Methylethylbenzene A9 0.0000 0.0001 0.0000 0.0000
1,3,5-Trtmethylbenzene A9 0.0000 0.0002 0.0000 0.0000
5-Methylnonane 110 0.0000 0.0001 0.0000 0.0000
1,2-Methylethylbenzene A9 0.0000 0.0002 0.0000 0.0000
2-Methylnonane 110 0.0000 0.0002 0.0000 0.0000
3-Ethyloctane 110 0.0000 0.0001 0.0000 0.0000
3-Methylnonane 110 0.0000 0.0001 0.0000 0.0000
t-Butylbenzene A10 0.0001 0.0004 0.0000 0.0000
i-Butylcyclohexane Nl0 0.0000 0.0001 0.0000 0.0000
1t-Methyl-2-n-propylcyclohexane 110 0.0000 0.0001 0.0000 0.0000
UnknownC9s U9 0.0001 0.0008 0.0001 0.0001
n-Decane P10 0.0001 0.0004 0.0001 0.0001
1,2,3-Trimethylbenzene A9 0.0000 0.0002 0.0000 0.0000
Sec-Butylcyclohexane N10 0.0000 0.0001 0.0000 0.0000
1,2-Diethylbenzene A10 0.0000 0.0001 0.0000 0.0000
1,2-Methyl-n-propylbenzene A10 0.0000 0.0001 0.0000 0.0000
UnknownClOs U10 0.0002 0.0012 0.0001 0.0001
n-Undecane P11 0.0000 0.0003 0.0000 0.0000
UnknownCtts U11 0.0000 0.0003 0.0000 0.0000
TOTAL 100.0000 100.0000 7.6501 7.8877
THE DATA PRESENTED HEREIN HAS BEEN ACQUIRED THROUGH JUDICIOUS APPLICATION OF CURRENT
STATE -OF -THE ART ANALYTICAL TECHNIQUES. THE APPLICATIONS OF THIS INFORMATION IS THE
RESPONSIBILITY OF THE USER. EMPACTANALYTICAL SYSTEMS, INC. ASSUMES NO RESPONSIBILITY
FOR ACCURACY OF THE REPORTED INFORMATION NOR ANY CONSEQUENCES OF ITS APPLICATION.
• •
Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
Produced Water Tank Emissions Calculations
VOC, Benzene & n -Hexane Emissions
Annualized Production (BPY): 190 Resulting Condensate (BPY): 57.00
Water production forecasts are based on the first thirty (30) days of production for new wells. The average daily production rate
from those first thirty (30) days is then multiplied by 365 to achieve an annualized production value. This annualized
production value then has the default decline factor of 60%1 applied to forecast the first 12 months of production from those
new wells. For existing wells a current production average is used to estimate the annual average.
An estimated 0.3% entrained condensate In the water is used to determine emissions.
The state approved emission factors have been used to calculate emissions. Listed below are the appropriate emission
factors for the county where this facility is located.
Facility County
VOC
(lb/bbl)
Benzene
(Iblbbl)
n -Hexane
(lblbbl)
Weld
13.7
0.024
0.21
Actual Emission Calculations:
Uncontrolled Emissions
VOC
Benzene
n -Hexane
(tonlyr)
obb/r)
(Ib/yr)
0.39
1.37
11.97
Example Calculations:
Uncontrolled Emissions I I = Annual Uncontrolled Throughput) bbl') Emission Factor) Ib )
yr bbl
Emissions) t y ) — Emissions
(yrJ2,000mJ
l
•
Lesair Environmental, Inc.
www.lesaircom
Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
AIRS ID:
Fugitives Emission Calculation
Equipment Leak Emission Estimates for Oil and Gas Production Operations
(Emission Factors Denied From Table 2-8, EPA453/R-95-017, 'Protocol tar Equipment Leak emission Estimate, November 1995)
Component Type
Equipment Service Category
Gas
nermrSmrommno
Heavy O113
Yea Wray)
pnnrnwp44ll
Light OB
(+Nkin 0rnigl
tme.iee.wmw
WatenLIght O112
er1.l..mw.m
Connectors
2.20E-05
1.85E-05
2.14E-05
2.20E-05
Flanges
1.28E-05
860E-07
5.29E-08
8.39E-08
Open-ended Lines
3.31E-05
1.59E-05
308E-05
7.72E-06
Pumps
7.72E-04
7.05E-05
1.12E-03
5.29E-05
Valves
5.51E-05
1.65E-05
4.19E-05
2.14E-05
Others
265E-06
7.05E-05
2.43E-04
1.30E-04
Widen We for WOW np m compound emission rots' (Includes mmVOCYvtl,e* meavmuq enpw).
I . trier eylpmw,l type WIMs compressors, pre ore MN Wye, relief Mee, eepeemt draft
dump arm elkn. hw*umente, mess. polished 016 end Mt
2. WelerilightO1 Wotan apply to weld Wens In W .w40. NM s wekil word gneM than 50% to Its.
than 99%. For teams rah Wei peNanog.Merten 90%. the emission rats W conddred neSene.
3-TW eMWon %W M pump ma net GMed to On NSW aobnl. the factor for 'other has has.
aW Word for nmp%Wn ..
INPUTS:
1. List the quantity of each type of component in each type of service at the applicants facility:
Component Type
Equipment Service Category
Gal
Heavy ON
(w API Oreeel)
Light On
NO API Gravkyl
Wat rtIght ON
Connectors
910
0
192
32
Flanges
3e
0
28
5
Open-ended Lines
73
0
23
8
Pumps
0
0
0
0
Valves
318
0
7e
4
Other
0
0
0
18
p
Sample Calculation:
TOC (WY) m component quantity • component factor • 8,160 hrlyr • 1 ton12,000 lb.s
VOC (TPY) s TOC • VOC Fraction from gas analysis
Component Type
Equipment Service Category
Gas
(TPY of TOG)
Heavy O1i
stem Pearlm
(TPY of TOC)
Light Oil
pmringraekot
(WY of TOC)
Water/Light On
(TPY of TOC)
Connectors
0.065662
0.000000
0.017884
0.003090
Flanges
0.002092
0.000000
0.000603
0.000140
Open-ended Lines
0.010574
0.000000
0.003109
0.000169
Pumps
0.000000
0.000000
0.000000
0.000000
Valves
0.076284
0.000000
0.014311
0.000375
Other
0.000000
0.000000
0.000000
0.010255
TOTAL
0.184812
0.000000
0.030006
0.014020
Weight VOC Fraction
Weight Benzene Fraction
WeightTaluene Fraction
Weight Ethylbenzene Fraction
Weight Xylem, Fraction
Weight nilezane Fraction
TPV V0C
Iblyra VOC
WY Benzene
lb/yril Benzene
TPY Toler*
lb/yrs Toluene
TPY EthWIMnnne
Ibyrs Ethybenzene
TPY Xylenaa
Ibyrs Xylem,
TPY nneuns
8,/yes n -Hass.
0.2953
0.0001
0.0001
0.0000
0.0000
0.0002
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.00
0.00
0.00
0.00
0.00
0.00
1.00
1.00
0.033
0.033
0.033
0.033
0.033
0.04
72.01
0.00
2.38
0.00
2.38
0.00
2.38
0.00
2.38
0.00
2.38
0.033
0.033
0.033
0.033
0.033
0.01
28.06
0.00
0.93
0.00
0.93
0.00
0.93
0.00
0.93
0.00
0.93
0.05
91.32
0.00
0.03
0.00
0.02
0.00
0.00
0.00
001
0.00
0.07
0.00
0.00
Source
VOC
(lblyr)
(TPY)
Total
(Iblyr)
HAPs
(TPY)
Fugitives
191.39
0.10
16.64
0.01
lash* Environmental, Inc.
wrwiesalr.com
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Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
Attachment D
Company Contact Information
•
• Prepared for:
Petro -Canada Resources (USA) Inc.
Prepared by:
Lesair Environmental, Inc.
www.Lesair.com
Form APCD-101
Company Contact Information Form
Ver. September 10, 2008
Company Name: Petro -Canada Resources (USA) Inc.
Colorado Department
of Public Health
an Environment
Source Name: Grover Compressor Station
Permit
Contact[:
Lesair Environmental, Inc.
Address:
10394 W. Chatfield Ave., Suite 100
Street
Littleton
CO
80127
City
State
Zip
Phone Number:
(303) 904-2525
Fax Number:
(303) 904-7374
E-mail:
TySmith@Lesair.com
Billing Contact:
(Permit Feel?
Sherri Robbins
Address:
999 18th Street, Suite 600
Street
Denver
CO
80202
City
State
Zip
Phone Number:
(303) 350-1171
Fax Number:
(303) 297-7708
E-mail:
Sherri.Robbins@Petro-Canada.com
Compliance
Contact=:
Sherri Robbins
Address:
999 18th Street, Suite 600
Street
Denver
CO
80202
City
State
Zip
Phone Number:
(303) 350-1171
Fax Number:
(303) 297-7708
E-mail:
Sherri.Robbins@Petro-Canada.com
Billing Contact:
(Annual Fees)'
Sherri Robbins
Address:
999 18'h Street, Suite 600
Street
Denver
CO
80202
City
State
Zip
Phone Number:
(303) 350-1171
Fax Number:
(303) 297-7708
E-mail:
Sherri.Robbins@Petro-Canada.com
Check how would you like to receive your permit fee invoice?
Mail: IZ
E-mail: O
Fax: ❑
Footnotes:
t The permit contact should be the point of contact for technical information contained in the permit application.
This may be a company representative or a consultant.
2 The compliance contact should be the point of contact for discussing inspection and compliance at the permitted
facility.
3 The billing contact (Permit fees) should be the point of contact that should receive the invoice for fees
associated with processing the permit application & issuing the permit. (Reg. 3, Part A, Section VI.B)
4 The billing contact (Annual fees) should be the point of contact that should receive the invoices issued on an
annual basis for fees associated with actual emissions reported on APENs for the facility. (Reg. 3, Part A,
Section VI.C)
Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
•
Attachment F
Facility Emissions Inventory
•
• Prepared for:
Petro -Canada Resources (USA) Inc.
Prepared by:
Lesair Environmental, Inc.
www.Lesair.com
•
I
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I
• •
Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
•
•
Attachment G
Process Description, Flow Diagram and Plot Plan
• Prepared for:
Petro -Canada Resources (USA) Inc.
Prepared by:
Lesair Environmental, Inc.
www.Lesair.com
Petro -Canada Resources (USA) Inc.
Grover Compressor Station
Process Description
Natural gas flows from a gathering system and entrained water is separated at an inlet
scrubber.
The produced water then exits the separator as follows:
Any produced water that may be generated is sent to one (1) 300 bbl. produced
water tank. When an adequate volume of water is accumulated, it is trucked off -
site to an appropriate treatment facility.
The natural gas phase exits the inlet scrubber and flows to an engine driven
compressor which compresses the gas before it enters a glycol dehydration unit. Here
the gas stream bubbles up through tri-ethylene glycol (TEG) in a process vessel known
as a contactor. During this process water vapor is removed from the gas to a
concentration determined by a sales contract. The pipeline quality natural gas exits the
contactor and is sent to the sales pipeline.
The TEG then is regenerated in a reboiler. The rich TEG is heated to a set temperature
that boils the impurities out of the TEG, venting the water laden vapors through a
condenser. The non -condensable vapors are then sent to the combination combustor.
The reboiler is thermostatically controlled and the burner for this unit is only in service
when additional heat is required. The regenerated or lean TEG is then circulated back
through the contactor.
There are fugitive emissions associated with the piping connections, valves, tank gauge
(thief) hatches, tank vent valves, and controllers. These emissions occur due to the
potential seeping of connections, seats, and seals. A Leak Detection and Repair
(LDAR) program was voluntarily implemented by Petro -Canada, which helps reduce the
amount of fugitive emissions at this facility.
Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
Attachment E
Ambient Air Impact Analysis
•
• Prepared for:
Petro -Canada Resources (USA) Inc.
Prepared by:
Lesair Environmental, Inc.
www.Lesair.com
Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
Field: 123 -
Ambient Air Impact Analysis
Pollutant
Emissons
Threshold "
Actual
Emissions"' B'c
Analysis
Required
Carbon Monoxide (CO)
100 TPY OR
23 lbs/hr
20.2 TPY
4.6 lbs/hr
NO
NO
Nitrogen Oxides (NOx)
40 TPY
16.9 TPY
NO
Sulfer Dioxide (SO2)
40 TPY OR
27 lbs per 3 hr
0.0 TPY
0.0 lbs/3hr
NO
NO
Particulate Matter (PM 10)
15 TPY OR
82 lbs/day
0.0 TPY
0.1 lbs/yr
NO
NO
Lead (PB)
0.6 TPY OR
100 lbs/mo
0.0 TPY
0.0 lbs/mo
NO
NO
Notes: A - Total emissions of nearby sources within 0.5 km do not exceed modeling thresholds.
B - Total emissions of nearby sources with in 5 km do not exceed 250TPY.
C - Facility does not meet any criteria of (1) (a), (b), (c), or (d) from Table 1. Modeling
Thresholds in Colorado Modeling Guideline for Air Quality Permits.
D - Emissions thresholds taken from Colorado Modeling Guideline for
Air Quality Permits.
• •
Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
Attachment H
Operating & Maintenance (O&M) Plan
Source is a true minor emissions source or is applying for a general permit (Attachment H not required)
•
• Prepared for:
Petro -Canada Resources (USA) Inc.
Prepared by:
Lesair Environmental, Inc.
www.Lesair.com
• •
Company Name: Petro -Canada Resources (USA) Inc.
Facility Name: Grover Compressor Station
•
Attachment I
Regulatory Analysis
•
• Prepared for:
Petro -Canada Resources (USA) Inc.
Prepared by:
Lesair Environmental, Inc.
www.Lesair.com
•
ATTACHMENT I •
•
•
GROVER COMPRESSOR STATION
Regulatory Applicability Information
Regulation 3, Part A, Section II: The facility fugitive, water tank, truck loading and pigging
emissions are not subject to APEN reporting because they are under the 1.0 tons per year
regulatory threshold for criteria pollutants outlined in Regulation 3, Part A.II.D.1.a.
The fugitives are under the threshold due to the voluntary LDAR program Petroleum
Development Corporation has put in place. This LDAR program uses emission factors derived
from Table 2-8, EPA -453/ R-95-017, "Protocol for Equipment Leak emission Estimates",
November 1995. These factors put the fugitive emissions under the regulatory non -attainment
threshold for APEN reporting.
Regulation 3, Part C: This facility as proposed will be a minor source with respect to the Title V
Operating Permit Program. The facility will not be required to submit a Title V Permit
application and not subject to this regulation.
Regulation 3, Part D: This facility as proposed will be a minor stationary source with respect to
PSD and therefore not subject to this regulation.
Regulation 7, Section XII: This facility is not located in the 8 -hour Ozone Control Area and
therefore not subject to Section XII of this regulation.
Regulation 7, Section XVII: The engine at this facility is subject to and will be in compliance
with all applicable parts of Section XVII of this regulation. The engine at this facility has a name
plate horsepower greater than 500, requiring the installation of an oxidation catalyst. The
dehydration unit at this facility has uncontrolled emissions greater than 15.0 tons, requiring
control; a combustor will be installed to control emissions from this source to a minimum of
90%.
40 CM 60 Subpart JJJJ - Standards of Performance for Stationary Spark Ignition Internal
Combustion Engines: This facility has an engine driven compressor with name plate
horsepower greater than 500 on site at this time; therefore are subject to and will be in
compliance with all applicable requirements of this part.
40 CFR 63 Subpart EH - National Emission Standards for Hazardous Air Pollutants From Oil
and Natural Gas Production Facilities: This facility is not considered major source with respect
to HAPs; therefore this facility is not subject to the requirements of this subpart.
40 CM 63 Subpart ZZZZ - National Emission Standards for Hazardous Air Pollutants for
Stationary Reciprocating Internal Combustion Engines: This facility will have an engine
driven compressor on site with name plate horse power greater than 500 hp. This facility is not
a major source for HAP emissions; therefore this facility is not subject to the requirements of
this subpart.
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