HomeMy WebLinkAbout20131265.tiffSITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
REVIEW (USR) APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT # /AMOUNT # /$ CASE # ASSIGNED:
APPLICATION RECEIVED BY PLANNER ASSIGNED:
Parcel Number 1 3 0 3- 2 2- 4- 0 0- 0 1 9
(12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office, or www.co.weld.co.us)
Legal Description 22-T2N-R63W: E2 SE4
Zone District: Ag , Total Acreage: 77.29
Airport Overlay District:
FEE OWNER(S) OF THE PROPERTY:
Name: Anadarko E&P Onshore, LLC
Work Phone # 720-929-6896 Home Phone # Email nathan.keiser@anadarko.com
Address: 1099 18th St, Suite 1800
, Section 22 , Township 2 North, Range 63 West
, Flood Plain: No , Geological Hazard: No
Address:
City/State/Zip Code Denver, CO 80202
Name:
Work Phone #
Address:
Home Phone # Email
Address:
City/State/Zip Code
Name:
Work Phone #
Address:
Home Phone # Email
Address:
City/State/Zip Code
APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent)
Name: Nathan Keiser
Work Phone # 720-929-6896 Home Phone # Email nathan.keiser@anadarko.com
Address: 1099 18th St, Suite 1800
Address:
City/State/Zip Code Denver, CO 80202
PROPOSED USE:
Proposed Pump Station and Water Storage Tanks
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 the signatory has to legal authority to sign for the corporation.
-z5-13
Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date
Use by Special Review
Questionnaire
Proposed Construction of Pump Station
And Water Storage Tank Facility
East Half of the Southeast Quarter of Section 22,
Township 2 North, Range 63 West
of the 6th Principal Meridian
Applicant:
Anadarko Petroleum Corporation
1099 18th St
Denver, Colorado 80202
AnadarIV
Petroleum Corporation
Anadin'lcpg
Petroleum Corporation
Table of Contents
Weld County
Use by Special Review (USR) Application Questionnaire
Pump Station and Water Storage Tank Facility
Vicinity Map
SECTION 1
Questions from Questionnaire
1. Description of Proposed Use
2. Consistency with intent of the Comprehensive Plan
3. Consistency with the intent of the Zoning
4. Surrounding Uses
Aiiadn*p
Petroleum Corporation
Pg. 5-6
Pg. 6
Pg. 6
Pg. 7
5. Details of Site Pg. 7-8
• Number of People
• Number of Employees
• Hours
• Type and number of structures
• Animals
• Vehicles
• Fire Protection
• Water Source
• Sewage
• Storage
• Fire Protection
6. Proposed Landscaping
7. Proposed Reclamation
8. Storm Water Drainage
9. Construction Process
10. Waste Handling Plan
11. Dust Abatement Plan
SECTION 2
1. Notification Requirements
2. Operational Standards
3. Required Permits
4. Traffic
5. Fire and Emergency Response
Pg. 8
Pg. 8
Pg. 8
Pg. 9
Pg. 9
Pg. 9
Pg. 10
Pg. 11
Pg. 12
Pg. 13
Pg. 13
APPENDIX Pg. 14
Anadarlog
Petroleum Corporation
Vicinity Map of the Proposed Pump Station and
Water Storage Tank Facility
Anadarlog
Petroleum Corporation
SECTION 1
Site -Specific Development Plan and Use by Special Review Questionnaire
This section contains the responses to the Use by Special Review Questionnaire per the USR
Checklist Requirements. This permit application is for the Pump Station and Water Storage
Tank Facility and addresses all project components described below within unincorporated
Weld County.
1. Explain, in detail, the proposed use of the Property
This USR application for the Pump Station and Water Storage Tank Facility is submitted by
Anadarko E & P. Anadarko has extensive oil and gas operations in the Denver-Julesberg (DJ)
Basin, with the majority of the activity being located in Weld County. With the increased
production of oil and gas in the County, support facilities are required to assist with
providing water to individual locations for our drilling and completions operations.
Anadarko is submitting an application for the construction of a pump station and supporting
water tanks located on private land in the East half of the Southeast Quarter of section 22,
Township 2 North, Range 63 West.
This facility will assist with Anadarko's drilling operations in the Wattenberg Field and will
supply water for the drilling and completions operations of oil and gas wells in the area,
thus decreasing the amount of truck traffic necessary for operations. Water, which is
critical to these activities, will be stored at this facility in two tanks. The pump station will
pump water from wells leased by Front Range Resources, via one pipe from a well field to a
main distribution line north of the city limits of Hudson and I<eenesburg. The piped water,
sourced from the Lost Creek Designated Ground Water Basin, will terminate at the
proposed Pump Station will bring water to the proposed Storage Tanks for short term
storage, and then will be piped via a 20 inch line and distributed to various completions
locations. Please see appendix for copy of all permits obtained from the Colorado Ground
Water Commission.
Custody transfer and purchase of the water will be at the Pump Station site. Both water
tanks will be connected underground and filled by natural equalization. Although both
tanks will remain filled, a valve allows one to be drained in the event maintenance is
needed on the other. There will be no stairs on the tanks or above ground connections.
AnadarkEig
Petroleum Corporation
Anadarko is proposing the following equipment and improvements:
• Two (2) Well Water Storage Tanks — 1 Million Gallon Capacity each
100' Approximate Diameter, 18' Approximate Height
• 550 Gallon Integral Dual Containment Fuel Tank
• Station Envelope — 40'x80' — Housing for pumps, motors, valves, and controls
• Communications Tower — 45'-65' height
Please see the Site Plan in the Appendix for a more detailed layout for the proposed water
storage facility. The proposed access point for the facility is located off of Weld County
Road 69.
2. Explain how this is consistent with the intent of the Weld County Code, Chapter 22 of
the Comprehensive Plan
The Weld County Code, Chapter 22, Comprehensive Plan, has been reviewed and the
proposed project is consistent with the intent of the Comprehensive Plan, including Land
Use, Environmental Resources, and Natural Resources. The Weld County Comprehensive
Plan also outlines the policies for oil and gas facilities in properties zoned for agriculture.
While the Plan seeks to minimize the impacts on surrounding lands and keep the
surrounding land uses intact, it also promotes and encourages the development of oil and
gas through orderly exploration.
The proposed water storage facility will assist in the extraction of oil and gas resources, by
providing water to individual drilling and completions sites. Due to the small footprint of
the site and proximity to these sites, it maintains the integrity of the Weld County Code by
limiting truck traffic in these areas and keeping site disturbance low, thus minimizing
impacts to agricultural lands and operations, protecting air quality, and minimizing the
cumulative impacts to County roads and other infrastructure. This protects the longevity of
the agricultural resources in Weld County. In addition, the decreased amount of vehicles on
County Roads making trips to individual drilling locations will also help ensure the safety of
citizens who are in close proximity to these facilities.
3. Explain how this is consistent with the intent of the Weld County Code, Chapter 23
(Zoning) and the zone district in which it is located.
While oil and gas facilities are classified as a use by right in the A Zone District (Agricultural),
this facility still meets the qualifications outlined in Section 23-3-40 of the Weld County
Code. As discussed, the proposed water is an oil and gas support service and serves
multiple functions that demonstrate its consistency with the intent of the Zoning provisions
of the Weld County Code. The Use by Special Review Permit however, will be required.
Anadarlog
Petroleum Corporation
4. Surrounding Uses and Compatibility with Surrounding Uses
The proposed Project would be compatible with the surrounding land uses. Land
surrounding the proposed Project is primarily used for agricultural purposes. Although the
Use by Special Review application covers the entire 80 acre parcel, the proposed Project
would only remove 3 acres of land for the life of the project and would not interfere with
any agricultural operations. Anadarko is also finalizing the purchase of the parcel.
5. Describe the Following (Special Review Use Questionnaire)
a. Number of people who will use this site
The site will be operated remotely, however a small crew, (approximately 2-3
people) may utilize the site between 2 and 4 times daily for approximately one hour
each visit. The visits will be intermittent and involving monitoring the facilities.
Repair or replacement of large equipment may be required if necessary. The site
will be monitored by our central dispatch center (CDC) and linked by our central
automation servers via communications facility and radio communications
technology.
b. Number of employees proposed to be employed at this site
Upon completion of construction, the site be operated remotely and there will no
full time personnel at the site.
c. Hours of operation
The site will operate during drilling times, which at times may be 24 hours a day and
7 days a week.
d. Type and number of structures to be built on this site
The facility will contain transformers, pumps, and piping, all housed by a building. In
addition to the building, there will be two water storage tanks, a diesel backup
generator used to heat the building, and smaller fuel tank to support the generator.
The communications tower will be 45'-65' tall and support one, 1' dish and be
powered by the adjacent Pump Station building. It will not contain a backup
generator however; a small UPS will be placed in the building to support the tower
in the event of a power outage. Colocation is possible. The pumps will be electric.
e. Type and number of animals
There will be no animals on site.
Anadarl02
Petroleum Corporation
f. Kind of vehicles that will access this site and how often
The site will be accessed by pick-up trucks with a possible trailer. Access is
estimated to be at most 4 times per 24 hour period.
g. Fire protection
The Southeast Weld Fire Protection District provides fire protection to the site. A
letter will provided regarding information on this project.
h. Water source on the property
Fresh groundwater will be obtained from off -site wells through Anadarko leased or
purchased sources, by a buried water line, and then fed directly to the on -site
storage tanks. Water bottles shall be utilized for drinking during construction of the
project.
i. Sewage disposal system
Sewage disposal is not required at the site. The facility is only being used for fresh
water storage. Additionally, restrooms are not necessary. Anadarko will be
providing a portable sanitation unit however, which will be emptied once a week.
I.
Storage or warehousing
All equipment will be stored in the pump station building also listed as, "Pump
Station Envelope," shown on the site plan. The dimensions for this structure are
40'x80'.
6. Proposed Landscaping
Outside of the 6 foot chain link fence surrounding the facility, there is no additional
screening proposed for this application. Disturbed land will be reclaimed back to the
original state using either a native dryland pasture/grass mixture or crop and areas within
the fenced perimeter will be graveled and graded for positive drainage.
7. Reclamation Procedures
Upon termination of the proposed project, all equipment associated with the pump station
and water storage tanks would be removed. The ground would be re -graded to back to its
original state or to accommodate agricultural uses.
8. Storm Water Drainage
The facility is located on a relatively flat parcel and will be surfaced with gravel. A water
quality analysis is included in the drainage report. Please refer to the drainage report in the
appendix of the application for additional details.
Anadar1e
Petroleum Corporation
9. Construction Period
Construction of the proposed water storage facility is expected to commence shortly after
the site plan and Use by Special Review application are approved. We expect construction
to be complete before the end of 2013. During the process there will be no more than 20
workers at one time. A crane will be required for one week to erect the tanks and buildings.
Semi loads will deliver the pump station materials and will be intermittent over the
construction period, which will be less than two months. There will also be between 2-3
concrete trucks needed to pour pump and building foundations.
Civil dirt work and excavations (buried pipe, electrical, and sumps) will be done with a
Backhoe. This will be pulled by a one -ton truck. A Grader will be needed and hauled on a
low -boy by a semi -truck. A% ton water truck will also be required for dust suppression and
its frequency will depend on natural precipitation. Concrete forms will be hauled to site by
a 1 ton pick-up on a flat-bed trailer and an automation crew will be required to install
communications equipment. Trucks will typically arrive to and from 1-76.
10. Waste Handling Plan
The only source of waste on site will be from the portable sanitation unit, which will be
emptied on a weekly basis. No chemicals will be stored on site, nor will vehicles be washed.
In the unlikely event of a motor vehicle oil leak (potentially during construction), or leak by
the surface generator, Anadarko will take appropriate measures to mitigate the effects of
the spill/release. If a spill/release meets or exceeds any regulatory reporting criteria,
Anadarko will report the spill to the appropriate regulatory agency(s). Anadarko's standard
operating procedures are to excavate the impacted soils and transport them to a licensed
disposal facility. As appropriate, confirmation soil samples will be collected from the
excavation for laboratory analysis. Laboratory analytical results will be utilized to
demonstrate effective remediation to below the appropriate regulatory standards. The
laboratory reports will be included in any written report to a regulatory agency. Following
completion of the excavating activities, the area will be backfilled and returned to its pre-
release grade.
11. Dust Abatement Plan
During the construction phase of the project, Anadarko will use or contract to have water
trucks utilized to maintain dust suppression and fugitive particulate emissions. Also, the
Storm Water Management plan will be followed to mitigate soil erosion during
construction. After construction is completed each property will be stabilized using
appropriate native vegetation, usually a combination of dryland/grass mixture or crop,
which will not be allowed to grow over 12" high. Additionally, Anadarko will gravel any
access and driving surfaces affected, with the same material in its existing condition. If
necessary, Anadarko also will also use or contract to use control dust after construction.
Anada*pg
Petroleum Corporation
SECTION 2
1. Notification Requirements
In accordance with Section 23-2-260 (B) (9) of the Weld County Code a certified list of the
names and addresses of the owners of property within 500 feet of the subject property is
listed below and provided in the Appendix. The County is responsible for mailing the notice.
This list was created from Assessor records of Weld County on February 21St, 2013.
Arnusch, Jill R. and Marc C.
6506 County Rd 65
Keenesburg, CO 80643
Bond, Rosemany Lucille
8020 County Rd 69
Keenesburg, CO 80643
Lockhart, Molly M.
8510 County Rd 69
Keenesburg, CO 80643
Morris, Shirley J. (BN)
14291 East 133 Place
Brighton, CO 80601
Shirley J. Morris Living Trust
14291 East 133 Place
Brighton, CO 80601
Zimbelman, Anna Lee
33715 County Rd 18
Keenesburg, CO 80613
Zimbelman, Isabel P. and Kenneth L.
8507 CR 69
Keenesburg, CO 80643
Zimbelman, Jack W.
8510 CR 69
Keenesburg, CO 80643
Posted Notice
In accordance with Section 23-2-210 of the Weld County Code a sign shall be posted to the
County on this proposed property stating that a Use by Special Review Permit has been
requested.
Anadarlot
Petroleum Corporation
2. Operation Standards
Noise Control
Due to the fact that the site will be used to pump water to individual drilling locations,
rather than provide a water source to water trucks, noise will remain under the 55-50 dB
acceptability range during all hours of the day. The pump station building will be insulated
and noise will be attenuated. If noise does become an issue, measures will be taken to
decrease levels.
The daily maintenance performed by sub -contractor or Anadarko employee will be done by
pick-up truck and trailer and typically during normal business hours. The rural setting of the
project location is preferred to mitigate the effects of noise emissions on the surrounding
property owners.
Air and Water Quality
All activities will be in compliance with the permit and control provisions of the Colorado Air
Quality Control Program, Title 25, Article 7, C.R.S. as applicable. No waste water will be
discharged within the site. All water and waste is carried by vehicle off the site.
Lighting
Lighting on the site will be downcast and shielded lighting located on the Pump Station
Building of the facility and at the entry/exit to the site, or on the building for security.
Lighting is provided for security, evening maintenance, and emergency work. Any source of
lighting on the site shall be shielded so that light will not shine directly onto adjacent
properties. Nor will direct or reflected light from any source on the project site create a
traffic hazard to operators of motor vehicles on the adjacent road access. Please see
Appendix for Manufacturer specification sheets and additional information on type of
fixture chosen for site.
Weed Control
The water storage site will be kept free of weeds, rubbish, and other waste material. The
area will be treated if necessary and as practicable to prevent invasion of undesirable
species and noxious weeks.
Anadarlog
Petroleum Corporation
3. Required Permits
Weld County
A Use by Special Review Permit is required to be approved by the Board of County
Commissioners prior to construction of this facility.
Anadarko E & P will submit any additional permits necessary for County Approval prior to
commencement of construction site.
Oversize Load Permits
If necessary, oversized load permits will be obtained prior to construction.
Grading Permit
A grading permit is needed for disturbing an area of 1. acre or more. A grading permit will
be applied for and will be submitted prior to construction.
Access Permit
The access point for the facility is located off of Weld County Road 69. The Access Permit
has been applied for is expected to be approved. Please see Appendix for proposed access
on site plan. There will be a sign placed at the access to the facility that will contain the
name and ownership of the facility, emergency contact information, and location. The sign
will remain under 16 square feet. Please see the appendix for a graphical representation of
the proposed sign.
Anadarlog
Petroleum Corporation
4. Traffic
A traffic study is not applicable in this Application because the site will not require new
access and increased vehicular traffic. For specifics on traffic during construction, please
see #9 in Section 1 of the application.
5. Fire and Emergency Response
There is adequate provision for the protection of the health, safety, and welfare of the
inhabitants of the neighborhood and County.
All roads leading to the site and within the site will be designated and maintained to
support fire apparatus. A turnaround may be constructed as necessary to accommodate
fire apparatus. In addition to above -referenced rules and regulations, Anadarko is also
subject to COGCC Rule 6064 pertaining to Fire Prevention and Protection. Anadarko has
support personnel in the field or on call at all times to provide technical assistance in fire
prevention and elimination.
Anadarlog
Petroleum Corporation
APPENDIX
• Certificate of Conveyances (Ownership Documents)
• Contract Bill of Sale — Ownership Contract
• Notification List of Property Owners
• Emergency Information Sheet
• Site Plan Sheets/Grading Plan
• Preliminary Drainage Report
• Stormwater Permit/Stormwater Management Plan (See CD)
• Access Pictures and Permit Application Copy
• Entrance Sign to Facility - Depiction
• Communications Tower Profile
• Front Range Resources (Renew) — Well Permit information
• Lighting Requirement Memo and Cut Sheets
AnadarloA
Petroleum Corporation
Emergency Information Sheet
1. General Information: The purpose of this document is to provide ownership information
case of emergency at the Gobbler Water Storage Facility. It may be used
by outside agencies, company employees, and contract labor to help secure a speedy
recovery from such emergency situations:
A. Name and Address:
Anadarko E & P Onshore, LLC
1099 18th St, Suite 1800
Denver, CO 80202
B. Type of Facility:
Pump Station and Water Tank Storage Facility
C. Location and Access:
East half of the Southeast Quarter, Section 22, Township 2 North, Range 63 West. 6th P.M.
All proper warning signs and equipment guards will be installed.
2. Emergency Contact List: The following is a list of Anadarko personnel and
organizations that may be contacted in the event an emergency occurs at the facility.
a. Anadarko E&P. The Manager of the site and/or his representative in charge is
responsible for emergencies:
Jeff Jones — Senior Staff EH&S Representative
4000 Burlington Avenue
Evans, CO 80620
(970) 506-5925
(307) 262-2899 mobile
Dan Klinglesmith — EH&S Representative II
4000 Burlington Avenue
Evans, CO 80620
(970) 330-1063
(720) 891-6226
All facility emergencies are reported immediately to the appropriate person by the Anadarko
Energy Inc. dispatcher or answering service both of which can be reached 24 hours a day at
(866) 504-8184.
Anadarlog
Petroleum Corporation
b. City and County Agencies:
Fort Lupton Fire Protection District
911 or (303) 857-4603
Weld County Sheriff's Department
911 or (970) 356-4015
All Emergencies Call 911
c. State Agencies:
Colorado Oil and Gas Conservation Commission (303) 894-2100
Colorado Dept. of Public Health and Environment (303) 692-2000
Discharges to surface water only.
d. Federal Agencies:
Environmental Protection Agency Region VIII (303) 293-1788
(800) 227-8914 (24 hour number)
Anadarlog
Petroleum Corporation
ACCESS
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Poli LooIIng North To
PIR9ery Meter
Anadarlot
Petroleum Corporation
Weld County Public Works Dept.
1111 H Street
P.O. Box 758
Greeley, CO 80632
Phone: (970)304-6496
Fax: (970)304-6497
Applicant
Name: , .1503B\
Company: Kerr-McGee Oil & Gas Onshore LP
Address: 635 N 7'h Avenue
City Brighton State CO Zip 80601
Business Phone: C1iOj—Ve l i-I
Fax: 303-659-9406
E-mail: l i meo *2ma( 3Q.KO.c'Grn
ACCESS PERMIT
APPLICATION FORM
Property Owner If different than Applicant)
CI
Name:
Address: %jc f2 ti ( (YV'i �IIJ_� 'Ziko 3cL.
City State Zip
Phone:
Fax
E-mail
♦= Existing Access A= Proposed Access
Parcel Location & Sketch
The access is on\r'4 .M Oji t.j Road o9
Nearest Intersection:'(\L�l W)UrlH Roael IU ¢ Ol
Distance from Intersection
1212 \ k', v WC12- 15
Parcel Number I`te}U?)? 2 ( UI 1
Section/Township/Range '22 2N L:31/4
YE NS
Is there an existing access to the property?
Number of Existing Accesses
Road Surface Type & Construction Information
Asphalt _ Gravel). Treated _ Other
Culvert Size & Type LG) + j Vie
Materials used to construct Access
Construction Start Date,..,,L,nalek Finish Date \----np
GS USa is
Proposed Use
0-ppcov - ( F t Q LP?
o Temporary (Tracking Pad Requiired)/ $7 o Single Residential/$75
mall Commercial or Oil & Gas/$75 o Large Commercial/$150
o Field (Agriculture Only)/Exempt
Is this access associated with a Planning Process? o No >(USR o RE o PUD o Other _
WCR
use
Required Attached Documents
- Traffic Control Plan -Certificate of Insurance
o Industrial/$150
o Subdivision/$150
- Access Pictures (From the Left, Right, & into the access)
By accepting this permit, the undersigned Applicant, under penalty of perjury, verifies that they have received all pages of the permit
application; they have read and understand all of the permit requirements and provisions set forth on all pages; that they have the
authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the
Applicant is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws
regarding facilities construction.
Signature Printed Name t0135t_ 11(ate
Approved by
07,4,
Dom. d.....1 f�..a.. CPIA PIA
Sign located at Access to Facility
(Graphical Depiction)
Anadarko E&P Onshore, LLC
Pump Station and Water Storage Tanks
Section 22 - T2N - R63W: E2 SE4
IN CASE OF EMERGENCY CALL:
(866) 504-8184
Anadarlo2
Petroleum Corporation
TES5Ca I nfrastructu re
`Sabre
Site Solutions'
A Division of Sabra Communlcalions Cwpoialloa
S3TL Series VL Self -Supporting Tower
The Sabre Series VL pre-engineered tower has the ability to support a minimum of 8.3-ft2 of Effective Projected
Area (EPA) and is available in heights up to 240 -ft. It is appropriate for a number of communication applications.
All towers are designed per ANSI/TIA/EIA-222-F-1996. The Series VL tower is a three-legged self-supporting
tower built with tubular steel legs and angle bracing. The tubular leg design tends to be less expensive than a
solid round leg design because of its improved strength -performance per pound ratio. All steel parts are hot -dip
galvanized to ensure uncompromising integrity in even the most severe climates.
Tower Profile
EPA Load Rangetsa, to
Load Location
Maximum Height
Minimum Height
Minimum Top Spread
Maximum Base Spread
Maximum # 01 Lines on a Face
Basic Wind Speed
Taper Ratio
Section Lengths
Leg Type
Leg Size Range
Leg Connection
Brace Type
Brace Size Range
Brace Style
Brace Connection Type
Engineering
Climbing Application
Type of Line Support Considered
Maximum Sidearm Length
Notes:
See Individual Tower Profiles
Top
240'
40'
3'-0'
21'-0'
3 (W) per Face (9 total)
See Individual Tower Profiles
2' in 20'
5', 10', 15' & 20'
Tubular
2W OD to 8W 0D
Bolted Flange
Angle
1'f' x 1Wx W to 3'W x 3 %z' x W
X - Braced
Bolted
Pre -Engineered
Step Bolts
N/A - Attach directly to bracing members
6'
1. EPA is the actual area "seen by the wind" of an appurtenance
(antenna, mount, etc.) multiplied by a force coefficient. It is not
necessarily the value published by the appurtenance
manufacturer. Please refer to www.tessco.com/go/towers for a
further explanation of and some guidelines on how to calculate
EPA.
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evaluated by a registered professional engineer for each specific
application.
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the Series UL freestanding towers.
; 4a, tx3,
I— 21'-0' ---I (max)
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800.472.7373
ANADARKO E&P ONSHORE LLC
P O Box 173779 • DENVER, COLORADO 80217-3779
Anadarlikra2
E&P Onshore LLC
May 13th, 2013
Weld County Department of Planning Services
Attn: Kim Ogle
1555 N 17th Avenue
Greeley, CO 80631
RE: Water Pump Station and Water Supply & Storage
USR 13-0008
Dear Mr. Ogle:
Anadarko Petroleum Corporation has reviewed the request from Southwest Weld Fire Protection
District as to whether the water pipeline, associated with the proposed pump station, could
accommodate the installation of fire hydrants.
Unfortunately this high pressure water transportation line is not (wholly) owned by Anadarko nor is
it designed to handle the requested hardware. The line is a private line pumping water designated
for industrial use. The pipeline and associated equipment is specifically designed to pump
intermittently as needed for operations; therefore, it may not have the necessary capacity in an
emergency situation. Because the presence of fire hydrants establishes an expectation of service that
may not be available; Anadarko is unable to accommodate the fire districts request.
Should you have any questions or need additional information regarding this matter please do not
hesitate to contact me at 720-929-6896.
Thank you for your time.
Regards,
Nathan S. Keiser
Municipal Planning Analyst
A SUBSIDIARY OF ANADARKO PETROLEUM CORPORATION
TETRA TECH
February 21, 2013
Nathan Keiser
Anadarko Petroleum Corporation
1099 18th Street #1800
Denver, Colorado 80202
Subject: Re: Pump Station Lighting
Dear Mr. Keiser:
You requested information regarding the lighting to be installed at the pump station to satisfy
requirements for the Weld County site -specific development plan use by special review permit. Tetra
Tech has researched the lighting requirements from Weld County Code and found a fixture type that
would satisfy Weld County requirements. The fixture selected is the KAD 400 Watt Contour ® area
lighting fixture from Lithonia Lighting, which is both pole- and wall -mountable. Product information
sheets from Lithonia Lighting and the Grainger catalog included as attachments to this letter. Weld
County Code requirement excerpts and suggested language to be used in the permit are provided
below.
Site -Specific Development Plan Use by Special Review Permit Lighting Requirements
A lighting plan, including cut sheets of the intended lights, shall be provided to the department of
planning services for review and approval. The lighting plan shall adhere to lighting requirements for
off-street parking spaces, per Section 23-4-30.E of the Weld County Code and shall adhere to the
lighting requirements in accordance with sections 23-3-360.F and 23-2-250.D of the Weld County
Code.
23-2-250. D
The USES shall comply with the following lighting standards:
1. Sources of light, including light from high -temperature processes such as combustion or
welding, shall be shielded so that light rays will not shine directly onto ADJACENT properties
where such would cause a nuisance or interfere with the USE on the ADJACENT properties;
and
2. Neither direct nor reflected light from any light source may create a traffic hazard to
operators of motor vehicles on PUBLIC or private STREETS and no colored lights may be
used which may be confused with or construed as traffic control devices.
23-3-360. F
Light. Any lighting, including light from high temperature processes such as welding or
combustion, shall be designed, located and operated in such a manner as to meet the following
Tetra Tech
3801 Automation Way, Suite 100, Fort Collins, CO 80525
Tel 970.223.9600 Fax 970.223.7171 www. tetratech.com
Re: Pump Station Lighting
February 21, 2013
standards: sources of light shall be shielded so that beams or rays of light will not shine directly
onto ADJACENT properties; neither the direct nor reflected light from any light source may
create a traffic hazard to operators of motor vehicles on PUBLIC or private STREETS; and no
colored lights may be used which may be confused with or construed as traffic control devices.
23-4-30. E
Lighting provided for off-street parking spaces shall be arranged so as to minimize illumination
onto adjoining residential USES and so as to prevent glare directed at vehicles on STREETS
and ALLEYS.
F. Parking LOT surface shall be consistent with the surrounding development.
G. Parking LOTS shall conform to all standards of the Americans with Disabilities Act.
H. Parking LOTS with two-way driveways will be provided with sufficient turning lane widths
to allow two (2) vehicles to pass.
Suggested Language for Special Review Permit
Sources of light shall be shielded so that light rays will not shine directly onto adjacent properties,
where it may cause a nuisance or interfere with the adjacent properties; neither direct nor reflected light
from any source will create a traffic hazard to operators of motor vehicles on public or private streets;
and no colored lights will be used, as they may be confused or construed as traffic control devices.
Lighting provided for off-street loading spaces shall be arranged so as to minimize illumination onto
adjacent residential properties so as to prevent glare directed at vehicles on streets and alleys.
If you have any questions or comments, please do not hesitate to contact us.
Sincerely,
Tetra Tech
Victor Sam
Staff Engineer
Attachments: Lithonia Product Information — KAD
Grainger -Roadway and Security Fixtures Catalog Page
TETRA TECH 2
LIGHTING
Roadway & Security Fixtures
Roadway and Security Fixtures
• Lamps not included, except Nos. 18N219,
18N220, 1PLJ3, and ContourArea Lighting
Durable, lightweight, die-cast aluminum fixtures bolt
securely onto mast arm mounting.
GE LIGHTING SOLUTIONS ROADWAY
• Mogul -base socket
▪ Plug-in ignitor for easy maintenance
• Bolt to 11/2" to 2" dia. mast arm mounting
An adjustable photocell controls HID (high -intensity
discharge) light sources. Polyester gasket locks out
dust and dirt. Gray powder -coated finish. Photocell
or shorting cap required, sold separately on page
451. Nos. 18N219 and 18N220 include integral surge
protection.
Full Cutoff Oplics, Nos. 4WY41,
4WY40, and 4WY45
True 990 cutoff (no light above 90°) meets IESNA
full cutoff classification RP8.2000. Nos. 4WY41 and
4WY40 have easy -to -clean, corrosion -free ALGLASm'
reflector surface coating.
Prismatic Lens, Nos. 4WY42 to
4WY44, 18N219, and 18N220
Project light farther; use fewer poles on new installa-
tions to save on operating costs.
AREA/ROADWAY
■ Photocontrol receptacle adjusts without tools
■ Bolt to 1'/4"-dia. mast arm mounting
Built-in wildlife shield adjusts to fit most arms. Heat -
resistant gasket seals the optical chamber from
environmental contaminants. lerminal block standard.
Nos. 5YB45 to 5YB47 are pre -wired and include hard-
ware. UL Listed.
Lamp Type Voltage
Area/Roadway
HPS 120
LIPS 120
liPS 120
HPS 120
HPS 120-277
HPS 120.277
HPS 120.277
HPS 120-277
HPS 120.277
PMH-EE 120.277
PMII-EE 120.277
MH 120-277
MH 120-277
Security Lighting
MH 120
HPS 120
Mli 120
HPS 120
liPS 120
MH 120
MFI 120
HPS 120
HPS 120
Contours Area Lighting
MH 120-277
MH 120.277
MH 120-277
Lift 120-277
Security/Area Lighting
HPS 120
HPS 120
Lamp
Walls Lens Type
100 Drop Acrylic
150 Flat Glass
150 Drop Acrylic
150 Drop Acrylic
250 Flat Glass
250 Drop Glass
250 Drop Glass
400 Flat Glass
400 Prismatic Drop Glass
400 Prismatic Glass Len
400 Prismatic Glass Len
400 Tempered Glass
400 Tempered Glass
50
70
70
70
70
100
100
150
150
250
400
400
400
100
100
Acrylic
Polycarbonate
Acrylic
Acrylic
Acrylic
Polystyrene
Polystyrene
Acrylic
Tempered Glass
Tempered Glass
Tempered Glass
Tempered Glass
Acrylic
Acrylic
SECURITY LIGHTING
• Include cast -in external slipfitter for
easy mast arm installation
• Die-cast aluminum head meets
NEMA dimension standards
Nos. 2L8L7 and 2LBL8 have a small profile for use In
commercial applications. No. 1 PLJ3 includes lamp and
photocell; mounts directly to a 4" "J" box. Nos. 2HER6
and 4VM79 feature lightweight aluminum housing,
prismatic refractor, and a 5" mounting arm. Nos.
2L8L6 and 2LBL5 have a powder -coated housing,
high -impact diffuser, and protective steel cage. No.
5Y941 includes 18" mast arm, lamp, photocontrol,
and hardware. No. 5Y844 features a cooler -running
ballast, 392°F wiring, and phosphor bronze contacts.
UL Listed.
CONTOURm AREA LIGHTING
• Horizontal porcelain mogul socket
• Include extruded 4" arm for square pole mounting
Fixtures have a dark bronze corrosion -resistant
polyester finish and soft corners. Die-cast alumi-
num fixtures have soft corners and a dark bronze.
Hydroformed aluminum reflector and multitap ballast.
IP65 Rated. UL Listed for wet locations.
MOUNTING BRACKETS AND ACCESSORIES
Steel brackets for pole or wall mounting have 42 -lb.
capacity. No. 4EA34 has 87 -lb. capacity.
SQUARE MOUNTING POLES
Require proper evaluation to ensure structural integrity
in specific local wind conditions. 1 -pc., square straight
lighting poles have a 4"-dia. shaft and anchor base
with slotted holes. Hot -rolled, 11-ga. steel construc-
tion. Dark bronze powder -coated finish.
Note: For a wider selection of lighting poles and for assistance in
pole selection, please call your local branch.
Suggested
Light Photocell
Distribution Item No.
Type II
Type III
Type II
Type II
Type III
Type III
Type III
Type II
Type III
M -C -Ill
M -C -Ill
Type III
Type IV
Type V
Type V
Type V
Type V
Type V
Type V
Type V
Type V
Type V
Type III
Type III
Type III
Type IV
Type V
Type V
Description
Mounting Brackets and Accessories
Wall Ann Mount, Use with KAD Series
Pole Slipl'lter Bracket Mount
Round Pole Mount (Fits 4' Pole). Use with KAD Series
Photocell Receptacle Shorting Cap
• Photo cell receptacle.
6P006
511793
511793
6P006
511793
511793
5u792
511793
5U793
5u793
511793
L W H
(In.) (in.) (in.)
4 2 5
143/4 2;5! 27,9
4 2 5
6P006
6P006
6P006
6P006
6P006
6P006
6P006 151'
Mfr.
Brand Model
L W
10'
5W
10W
10'
5W
10W
10'
8'/i
14W
31'Yis'
31'11s
33'
33'
9W
103'4
12W
9W
15W
15W
15W
15W
15W
17W
17W
17W
17W
13'
131'
13W
13'
13'/a'
131/4'
13'
15W
15'
15W
15W
25'
25'
8'/i
83'4
9W
OW
12'
13'
13'
17
13'
1716'
17W
17W
17W
Suggested
Lamp
H Item No.
27'
261'
26'/i
27'
26'/1
26'/4
27'
31W
313
141/to'
147AG
OW
IOW
7W
16W
10W
12'
17'
17'
17'
17'
7W
7W
7W
7W
2V519
2VAD7
2VAD7
2VAD7
3APT5
3APT5
3APT5
3APT6
3APT6
3APK4
3APK4
6X425
3APK3
1F398
2V632
2F942
2YGF6
2YGF6
2YGD6
2YGF1
2\1713
3APKI
66V25
6XV25
6XV25
GE L/THON/d
1lghdng Sdutieuo frA LIGHT/NO
r
Area/Roadway
Area/Roadway
tit
Security
Lighting
Luna!!
Contour
Area Lighting
Item S
Brand Mfr. Series No. Each
Lithonia 115 5Y845 '/ 140.30
GE Lighting M2RC 4WY41 / 307.00
GE Lighting M2RR 41/Y43 / 302.75
Lithania 115 5Y846 '1 149.35
GE Lighting MSC 414040 325.25
GE Lighting M2RR 4W042 333.25
Lithonia 115 5Y847 '1 229.25
GE Lighting MSCL 4WY45 1 520.50
GE Lighting MSRL 4WY44 503.50
GE Lighting MSCL 1811219 671.50
GE Lighting MSCL 1811220 562.00
Lithania MR2 3JXC9 .1 1,028.00
Lithonia MR2 3/001 1,090.00
LumaPro
Lithonia
LumaPro
LumaPro
LumaPro
LumaPro
Lithonia
LumaPro
Lithonia
Lithonia
Lithania
Lithonia
Lithania
15W 12' 12' 2VAD5 Lithania
17 12' 211519 Lithonia
Item $
No. Each
Lithonia WBD04 4EA33 73.80
Lithania T20.190 4E934 125.95
Lithania RPD04 U 4EA35 57.05
GE Lighting SCCL-PECTL003 4WY49 11.53
L W Brand
Square Mounting Poles
16 It. 4' Lithonia
20 ft. 4' Lithonia
25 It. 4' Lithonia
2LBL7 ./ 255.75
OAL- D 1PLJ3 ./ 87.05
2HER6 ./ 159.00
21818 1 163.00
- 4VM79 .7 184.50
- 21816 J. 314,75
TDD 6/0147 191.50
- 2LBL5 .1 239.50
TDD 6JEMB J 155.00
KAD 3Jxc5 .7 720.00
KAD 3/066 ./ 614.00
KAD 3JXC7 800.60
KAD 3JXC8 / 800.60
11L
11 50644 110.50
50841 / 95.90
Mlr.
Model
SSS 16 4C DM28
PL DDB SHAFT
SSS 20 4C DM28
PL DDB SHAFT
SSS 25 4C DM28
PL DDB SHAFT
Item S
tie. Each
50849
50850
50851
687.50
727.00
940.50
For Photocells, see page 451.
712 GRAINGERar
!flit
Find even MORE on Grainger.com'' 1= Repair & Replacement Coverage Available
PRODUCT INFORMATION
4.7
KAD
KAC
KADT
Contour®
aLITHOILIA OUTDOOR
General Purpose
ORDERING INFORMATION
Series , Lamp type
(AC Hioh pressure
KAD I sodium'
KADT i 705
1 1005
11505
12505
14006
I Metal halIde
70Mc'
Intended Use
For parking areas, street
lighting, walkways and
car lots.
Construction
Housing: Rugged, die-cast,
soft -corner aluminum hous-
ing with 0.12" nominal wall
thickness.
Doorframe: KAD die-cast
doorframe has impact -re-
sistant, tempered glass lens
that is fullygasketed with
one-piece tubular silicone.
KAC die-cast aluminum
doorframe has prismatic,
Impact -resistant, tempered
glass, drop dish acrylic lens or
drop dish polycarbonate lens.
Door frame is fully gasketed
with one-piece silicone.
For shortest lead times, configure products using bolded options
100M'
1SOM
175M'
200M'
2S0M
320M'
350M'
400M'
Meld).
all
seramlci
70MHC'"'
100MHC'
1SOMHC
Distribution
MD/KADT
R2 Type II
roadway'
R3 Type 111
asymmetric'
R4 Type IV, ET'
R5S TypeV
symmetric
square
SR2 Type ii
segmented'
SR3 Type III
segmented'
51145C Type IV
segmented, FT,
sharp cutoff
1(AC - Lens
FP FlatC73T
DPA Orop acrylic
DPP Drop
polycarbonate
Finish: Dark bronze
polyester powder finish.
Additional architectural
colors available; see
wwwiithonla.com/archcolors.
Optics
KAD: anodized aluminum
hydro -formed or segmented
reflectors. Four full cutoff
distributions available: R2
(roadway), R3 (asymmetric),
R4 (forward throw) and
R5 (symmetric). High-
performance, segmented
reflectors are rotatable and
field-Interchangable. KAC
reflector is optical -quality
aluminum that works in
tandem with a light -diffusing
prismatic lens.
Voltage Ballast
(blank)
(WI
SCWA
TB'
23050H2"
120
208'
240'
277
347
480'
Magnetic
ballast
Constant
wattage
isolated"
Super
CWA
ballast
Electrical
All ballasts are 100% factory
tested. High reactance, high
power factor for 150W and
below. Constant wattage
autotransformer 175W and
above. MN: 150W and below
are standard with pulse -start
ignitor technology. Super
CWA Pulse Start ballasts,
88% efficient and EISA
legislation compliant, are
required for 151-400W (must
order SCWA option) forUS
shipments only. CSA, NOM or
INTL required for probe start
shipments outside the US.
Socket: Porcelain, horizon-
tally oriented medium -base
socket for 70-150W and
mogul -base socket for 175W
and above with copper alloy,
nickel -plated screw shell
and center contact. UL listed
1500W -600V.408 pulse rated.
Installation
Extruded aluminum arm for
square pole mounting. KADT
mounts with SPD04 with
an additional backing plate
and receiver used to mount
suspend tension rod. KART
mounts 11.27" lower than
specified pole height.
Listings
UL Listed (standard). CSA
Certified or NOM Certified
(see Options). KAD UL Listed
for 25°C ambient and wet
locations. IP65 Rated.
OPu/seStort , to
MAO . .t7 r1I"QY /laid"
Example: KAD 400M R3 TB SCWA SPD09 LPI
Mounting"
Sh1Rslnduded
SPD04 4" contoured arm for
square pole
RPD04 4" contoured arm for
round pole
WBDO4 4" contoured arm for wall
SPOOR 9" contoured arm for
square pole
RP009 9" contoured arm for
round pole
WBD09 9" contoured arm for wall
Options
Shins Installed
SF Single fuse, 1208, 277V, 347V
DF Double fuse, 208V, 240V, 4808
EC Emergency circuit"
(IRS Quartz restrike system"
QRSTD 085 time delay"
PER ItEMA twist -lock receptacle only"
PD Power tray"
ADDITIONAL INFORMATION
WTB Terminal block"
HS House -side shield
CSA Meets Canadian standards
NOM Meets Mexican standards (consult factory)
INTL Available for NH probe start shipping
outside the U.S.
Ships separately"
PEI NEMA twist -lock PE (1208-2408)
PE3 NEMA twist -lock PE (3471/)
For additional product information, visit www.lithonla.com.
PM NEMA twist -lock PE (480V)
PE7 NEMA twist -lock PE (277V)
SC Shorting cap for PER option
VG Vandal guard"
WG Wire guard"
Shim seoatately"
KMA Fxternalmast arm
adaptor
DAD12P 12" contoured
degree arm for pole
DAD12WB 12" contoured
degree arm for wall
KTMB Twin mounting bar
KADWBA Decorative wall
bracket (up or
down)
Finish
(blank) Dark bronze (std.)
DBL Black
DGC Charcoal gray
DMB Medium bronze
DNA Natural aluminum
DWH White
CR Enhanced corrosion resistance
CRT Non -slick protective coating (black)
1 Lamped
LPI Lamp
included
LAP Less lamp
Drawings are for dimensional detail only and may not represent
actual mechanical configuration. Dimensions are shown in inches
(centimeters) unless otherwise noted.
EPA:
Max. weight
II
7-118
118.11 11-1/8
128.31
17-1/2
(44.5)
KAD/KAC (flat)
1.21t'(0.11 m')
35.9 Ibs (10.3 kg)
KAC (drop)
1.4 It' (0.13 m')
341bs (15.4 kg)
11/8
118.1)
l
17-1/2
444.5)
KADT
EPA: 1.2ft) (O.11 m'I
Max. weight 35.91bs 116.3 kg)
Notes
1 Not available with SCWA.
1 Not available with 4800.
3 Universal mogul base lampallowr KAD, KADT
and KAC to be available with SCWA.
4 Must be ordered with SCWA.
5 Reduced Jacket 1028 required for 502,SR3,8
SR4SC optics.
6 Not applicable with ULP.
7 HS Optionavaaabie
8 Muir spec1lyC591 lot us In Conads.
9 Optional multi -tap ballast (1208,208V, 240V,
2/7V). In Canada 120V, 2719, 347V.
10 Consult factory for available wattages.
11 9" arm required when two or more luminaries
a re oriented @90'. KADT only available with
SP004 and only avaliableat 180° orientations
12 May be ordered as accessory. Not available with
CAST.
13 Must specify finish.
14 Maximum allowable wattage lamp Included.
15 Photocell not included.
16 Only available with SR2, SR3, & SR45C optics.
17 May be ordered as accessory.
18 Prefix with fixture name and size fe.g.,NADWG).
534 fa* LITIgIONIA LIGHTING'
1-800-279-80411 www.lithonla.com PSG10
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10
1 N
63 W
NW
SE IRRIGATION
QUATERNARY
ALLUVIUM
)5 190
5/22/1932
)/29/132]
5/1/1934
139
Si
139
1000
)0 FRONT RANGE RE'. 99918TH ST SUITE 6270 DENVER CO 80202 -
3635775
31536 FP
1 1
LOST
WELD CREEK
SO
1 N
63W
NW
SE MUNICIPAL
OTHER
MORE THAN 2 USES SALLUVI
QUATERNARY
UM
3/33/2030
CHANGE OF USE
FRONT RANGE RE • 99918TH ST SUITEN2)0 DENVER CO 30202
128)1 FP
90 RECORD
1
LOST
1WELD CREEK
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