HomeMy WebLinkAbout20181754.tiffCrossroads Discharge Project
application If a corporation is the fee owner.
au hortfy is sign for the corporation.
Signature: OcGner or Authorized Agent Dale Signature: Owner or Authorized Agent Date
Print Name Print Name
USE BY SPECIAL REVIEW (USR) APPLICATION
DEPARTMENT CF PLANNING SERVICES ' 1555 N 17r" AVENUE ' GREELEY, CO 80631
www.weldcpay.dam ' 970-353-6100 EXT 3540 ' FAX 970-304-6498
FOR PLANNING DEPARTMENT USE:
AMOUNT $
APPLICATION RECE#VED BY
DATE RECEIVED:
CASE # ASSIGNED:
PLANNER ASSIGNED:
Parcel Number': — — — — - - — Address of site. Multiple parcels and addresses - See Attachment t7
Legal Description:
t'A 12 digit number on Tax I D
irtfornatien. Obtainable at
.4ri^r: weIctgev corn).
Section: Township: N Range: W
Zone District: Ag Acreage 35 Floodplain . C3eological Hazard: YO\I Airport Overlay: Yom®
FEE OWNER(S) OF THE PROPERTY:
Name:
Company:
Phone #: Email:
Street Address;
City/State/Zip Code:
Name:
Company:
Phone #:
Street Address:
City/StatelZip Code:
Name:
Email:
Company:
Phone #:
Street Address'
Email:
City/State/Zitp Code:
APPLICANT OR AUTHORIZED AGENT: (See toefoa: AuNror(z.arrnn muss accompany ail app icalfons Signed by Authorized Ape of )
Name: David Jost
Company: DCP Operating Company, LP
Phone #: (970) 378-6345 Email: DMJost@DCPMidstrearn cam
Street Address, 3026 4th Ave.
CityState/Zip Code: Greeley, CO 80631
PROPOSED USE:
20 -inch discharge pipeline
I We hereby depose and state under penalties of perjury that ail statements, proposals, and{or plans submitted with or
contained within the application are true and correct to the hest 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 ail fee owners must be included with the
notarized evidence must be included indicating that the signatory has to legal
Rr�v 4/2076
DCP OPERATING COMPANY, LP
Assistant Secretary Certificate
I, Stacey A. Metcalfe, the duly appointed Assistant Secretary of DCP Operating
Company, LP, a Delaware limited partnership (the "Company"), do hereby declare and certify
that:
1. David M. Jost is the duly elected, qualified and acting Vice President of the Company
and is authorized under the Company's Delegation of Authority policy to act on behalf of the
Company in connection with filings such as Use -by Special Review permit applications with
Weld County, Colorado; and
2. he has the authority to do and perform all such acts and things, to sign such documents
and instruments, and to take any or all other steps as each of he may deem necessary, advisable,
convenient or proper to effectuate and accomplish the foregoing.
IN WITNESS WHEREOF, I have executed this Assistant Secretary's Certificate as of the
18th day of September, 2017.
i
tacey A. Me calfe
AssistanSecretary
USE BY SPECIAL REVIEW (USR)
PROCEDURAL GUIDE CHECKLIST
DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631
www.weldgov.com 970-353-6100 EXr 3540 * FAX 970-304-6498
APPLICATION REQUIREMENTS
The applicant shall submit 1 -hard copy and 1 -electronic copy containing one of all of the items listed.
The application will be reviewed for completeness during the Completeness Review.
X Submit a copy of the Pre -application meeting minutes.
X Submit application form (see attached).
N/A
X
X
N/A
Submit Applicant's representative/authorization form if applicant or authorized agent is
different than owner. Submit incorporation documents if the owner is an LLC, INC, etc.
Submit responses to USR questionnaire. See attached.
Submit USR map with paper dimensions of 24" X 36". See attached for map requirements.
Submit Certificate of Conveyances form and all attachments. Contact a title company to
obtain a Certificate of Conveyances. The Certificate of Conveyances expires in thirty days
of the signing date on the cover sheet.
X Submit a list of all the surrounding property owners (surface estate) within 500 feet of the
property under consideration. This list must be a certified list of the names, addresses, and
the corresponding parcel number assigned by the Weld County Assessor of the owners' of
property. Also submit the affidavit stating that the list is accurate. This list shall be compiled
from the records of the Weld County Assessor, the Weld County Website, www.co.weld.us,
or a person qualified to do the task. This list expires in thirty days of the date compiled.
N/A Submit copy of document showing evidence of adequate water supply (e.g. well permit or
letter from water district). If using a well, please complete the attached Water Supply
Information Summary.
N/A
N/A
N/A
N/A
Submit copy of document showing evidence of adequate sewage disposal (e.g. septic permit
or letter from the sanitary sewer district)
Submit Weld County Access Permit Application Form, if required. Clearly indicate all
existing and proposed accesses (residential, agricultural, oil and gas, ditch, etc). Include
photos looking into, left and right for each existing or proposed access. Applications will not
be processed without photos.
Notice of Inquiry or letter/email from a municipality if the site is located within an
Intergovernmental Agreement (IGA) boundary or a Cooperative Planning Area (CPA).
Detention design summarized in a Drainage Report if required per pre -application meeting
minutes.
N/A Traffic Study if required per pre -application meeting minutes.
N/A If violation case hold a community meeting for owners within 500 feet of property boundary
and submit meeting minutes.
X Submit all required documents on a CD or via email in .pdf format.
X Application fee
N/A Investigation fee, due only if this is a violation.
dcp
Midstream.
USE BY SPECIAL REVIEW PERMIT APPLICATION FOR THE
CROSSROADS DISCHARGE PIPELINE
WELD COUNTY, COLORADO
FEBRUARY 2018
Submitted By:
DCP Operating Company, LP
370 17th Street, Suite 2500
Denver, Colorado 80202
USE BY SPECIAL REVIEW PERMIT APPLICATION PACKET
CROSSROADS DISCHARGE PIPELINE PROJECT
WELD COUNTY, COLORADO
February 2018
Table of Contents
1.0 INTRODUCTION AND CONTACT INFOMATION 5
2.0 SUMMARY OF THE PROJECT 6
2.1 Project Overview 6
2.2 Detailed Project description 6
2.2.1 Pipeline Description 6
2.2.2 Preferred Route and Alternatives Reviewed 7
2.2.3 Mitigation 7
2.2.4 Project Schedule 8
2.2.5 Public Outreach 9
2.2.6 Potential Hazards 9
2.2.7 Emergency Procedures 9
2.2.8 Irrigated agricultural lands 10
2.2.9 Conformity with Weld County Code and Zoning Requirements 10
2.2.10 Decommissioning Plan 11
2.2.11 Haul Routes 11
3.0 USR QUESTIONNAIRE RESPONSE 11
3.1 Planning Questions 11
3.1.1 Proposed use of the property 11
3.1.2 Consistency with Weld County Code, Chapter 22 of the Comprehensive Plan 11
3.1.3 Consistency with Weld County Code, Chapter 23 (Zoning) 12
3.1.4 Consistency and compatibility with surrounding land uses 12
3.1.5 Hours and days of operation 12
3.1.6 Number of People Proposed to be Employed at this Site 12
3.1.7 Shift Work 12
Page i of ii February 2018
3.1.8 Number of People Who Will Use the Site 12
3.1.9 Type and Number of Animals, if any, to be on the Site 12
3.1.10 Type of lot surface and the square footage of each type 12
3.1.11 Number of parking spaces 13
3.1.12 Existing and proposed landscaping for the site 13
3.1.13 Fencing proposed around site 13
3.1.14 Proposed screening for parking and outdoor storage areas 13
3.1.15 Reclamation procedures 13
3.1.16 Fire Protection to the Site 13
3.1.17 On -site and off -site improvements 13
3.2 Engineering questions 14
3.2.1 Types of vehicles that will access this Site and number of roundtrips/day 14
3.2.2 Expected travel routes and travel distribution along the routes 14
3.2.3 Travel distribution along routes 14
3.2.4 Time of highest traffic volumes 14
3.2.5 Access to the site 14
3.2.6 Drainage design 15
3.3 Environmental health questions 15
3.3.1 Drinking water source on the property 16
3.3.2 Sewage disposal system on the property 16
3.3.3 Storage or warehousing 16
3.3.4 Storage and/or stockpile of wastes, chemicals and/or petroleum 16
3.3.5 Fuel storage including the number of tanks and gallons 16
3.3.6 Washing of vehicles or equipment 16
Page ii of ii February 2018
3.3.7 Floor drains 17
3.3.8 Air emissions — dust abatement plan 17
3.3.9 Design and operations plan 17
3.3.10 Nuisance management plan 17
3.3.11 Stormwater management 17
3.3.12 Noxious weeds 18
3.4 Building questions 18
3.4.1 Type, size, and number of existing and proposed structures 18
3.4.2 How the existing structures will be used for this USR 18
3.4.3 Proposed use(s) of each structure 18
Page iii of ii February 2018
Table of Attachments
ATTACHMENT A MEETING MINUTES FOR PRE -APPLICATION MEETING
ATTACHMENT B APPLICATION FORM AND APPLICANT AUTHORIZATION
ATTACHMENT C MAPS
ATTACHMENT D AFFIDAVIT OF INTERESTED LAND OWNERS
ATTACHMENT E EMERGENCY INFORMATION SHEET
Page iv of ii February 2018
1.0 INTRODUCTION AND CONTACT INFOMATION
As exploration and production (E&P) companies continue to drill for oil and natural gas, there is
a need for increased infrastructure to gather, process, and distribute the natural gas liquids and
natural gas produced from such drilling. Increasing volumes of produced gas and other fluids, as
well as the siting of recent drilling facilities, have put a strain on the currently available gathering
and processing systems. To reduce the strain and service the needs of the E&P companies, DCP
Operating Company, LP (DCP) proposes a project to construct, own and operate an
approximately 3.8 mile long, 20 -inch diameter discharge pipeline, referred to as the Crossroads
Discharge Project (the "Project"). Figures identifying the general location and site -specific details
of the route are included in Attachment C.
The Project will connect the future Crossroads Booster (USR 17-0023) to the existing O'Connor
Gas Plant. The addition of this Project will accommodate natural gas development in Weld
County, provide flexibility to the existing gathering/processing infrastructure, and help stabilize
natural gas volumes.
Sec. 23-2-460 of the Weld County Code prohibits the construction of a Pipeline — Natural Gas
and Pipeline — Petroleum Products Other than Natural Gas and Pipeline — Domestic Water without
first obtaining a Use by Special Review (USR) Permit. The following addresses the requirements
set forth in Weld County Code Section 23-2-500 Application for Use by Special Review Permit.
Applicant's name:
DCP Operating Company, LP
3026 41h Avenue
Greeley, CO 80631
Contacts:
Colin Mann 303-605-3391
Patrick Groom 970-352-3161
On December 14, 2017, DCP had a pre -application meeting with Weld County. A copy of the
meeting minutes is included as Attachment A. The completed Application Form and the
Applicant's authorization form are included as Attachment B.
DCP intends to construct this pipeline between September and October of 2018.
USR Application
Crossroads Discharge Pipeline
Feburary 2018
2.0 SUMMARY OF THE PROJECT
2.1 PROJECT OVERVIEW
DCP is planning to construct, own, and operate the Crossroads Discharge Pipeline Project (the
"Project"), which consists of an approximately 3.8 -mile long, 20 -inch discharge pipeline that will
connect the future Crossroads Booster Station to the existing O'Connor Gas Plant (Attachment
C). The Project will start at the proposed Crossroads Booster Station located in the southwest
quarter of Section 18 T4N R64W, about 5.7 miles southwest of Kersey in Weld County, CO. The
pipeline route starts about 0.2 miles north of CR 44 and runs generally north to CR 50, where it
crosses the road and terminates in the O'Connor Gas Plat approximately 0.22 miles north of CR
50. All portions of the proposed route are located on private lands.
The Project will be constructed within the following Township, Range and Sections:
• Township 4N, Range 64W, Sections 6, 7, and 18
• Township 5N, Range 64W, Section 31
The Pipeline's temporary construction ROW will be 75 feet wide, and the permanent ROW will
be 50 feet wide. Except where the line is buried deeper at stream crossings, road crossings, or
other areas, the pipeline will be installed at a nominal depth of 3 feet below the surface. For the
purposes of this application, the ROW is defined as the right to cross the property and does not
indicate Fee ownership.
Ancillary, aboveground equipment will consist of a launcher and receiver located within the
O'Connor Gas Plant and O'Connor Booster Station. Additionally, a 6 -inch diameter, low-pressure
condensate pipeline will be located within the same ROW as the Crossroads Discharge Pipeline.
This condensate line does not trigger Weld County's USR review.
The maximum allowable operating pressure (MAOP) of the Pipeline will be 1,285 pounds per
square inch gauge (pisg), with normal operating pressure of 1,285 psig.
2.2 DETAILED PROJECT DESCRIPTION
2.2.1 Pipeline Description
DCP is planning to construct, own, and operate the Crossroads Discharge Project (the
"Project"), which consists of a 20 -inch discharge pipeline that will connect the future Crossroads
Booster Station to the existing O'Connor Gas Plant. Land ownership and parcel information is
included as Attachment D. At the time of this submittal, DCP has had ongoing discussions with
the landowners along the route and has obtained easements for the majority of the route. DCP
will have easements across all properties contained in this list prior to construction. A list of
surrounding property owners within 500 feet of the ROW is included as Attachment D.
DCP does not have a fee interest in any of the property crossed by the ROW; therefore, a
certificate of conveyance is not necessary for this application.
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USR Application
Crossroads Discharge Pipeline
Feburary 2018
Approximately 1.2 miles of project is located within the Town of Kersey's Intergovernmental
Agreement (IGA) boundary. It is DCP's understanding that Weld County will forward this
application package to the Town of Kersey for review and comment.
2.2.2 Preferred Route and Alternatives Reviewed
The preferred route is described in detail in Section 2.1. This route was selected as the preferred
project route as it balances environmental sensitivity, operational efficiency, cost minimization,
and landowner approval. Additionally, the preferred route parallel's DCP's Grand Parkway Phase
3 pipeline for approximately 2.6 miles or 68% of the route. The Grand Parkway Phase 3 pipeline
has been previously approved by Weld County and will be constructed and completely operation
prior to construction beginning on the Crossroad Discharge Project. As such, DCP has brought
forth this alignment as the preferred route as it helps meet the operational needs of the project
while minimizing impacts to the surrounding community and environment.
DCP considered an alternative route alignment that offered a straighter, more direct line than the
preferred route; however, the alternative alignment resulted in additional impacts to landowners
and did not parallel existing pipeline corridors as closely as the route selected. The additional
distance of the preferred route was insignificant.
DCP will complete surveys for natural and cultural resources prior to construction activities.
Should these surveys result in any findings that would trigger additional agency permitting or
review, DCP will work with the applicable agencies to address these concerns prior to
construction.
• Land use along the selected route consists mostly of non -irrigated farmlands and pasture,
which generally provides poor quality wildlife habitat. Once construction is complete, the
permanent ROW will be restored to pre -construction conditions allowing any wildlife that
was temporarily displaced during construction to return.
• No scenic or unique natural resources will be affected.
The preferred project route offers the strongest combination of environmental and stakeholder
sensitivity, operational efficiency, and cost minimization. As such, DCP believes that the preferred
route represents the most balanced means of ensuring that the purpose and need of the project
are met.
2.2.3 Mitigation
The Pipeline will be installed underground with the exception of the ancillary equipment. All
aboveground equipment will be located within a fenced area. No landscaping is proposed.
Upon successful completion of construction, disturbed areas will be seeded with native grasses
to encourage vegetation growth and soil stabilization. Agricultural crop land may be left fallow if
that is the landowner's preferred reclamation procedure. Provisions for crop damage on
3
USR Application
Crossroads Discharge Pipeline
Feburary 2018
agricultural land and/or remedies for soil erosion problems have been or will be addressed with
individual landowners.
DCP will implement the following procedures to minimize adverse effects during construction and
operation of the Pipeline:
• DCP's construction contractor will bore beneath Weld County roads to avoid damage to
the road surface or disruption to traffic flow;
• Surface waterbodies will be crossed by the Pipeline either by boring beneath the bed of
the waterbody, or by utilizing an open -cut crossing method. If the open -cut crossing
method is used, BMPs will be installed to protect the waterbody from erosion or sediment
runoff;
• Tracking pads will be utilized where heavy equipment is required to cross paved roads to
prevent damage to the road surface. Temporary bridges or matting may be used span
waterbodies to limit impacts from vehicles directly crossing through the water feature;
• Topsoil will be segregated from subsoil during grading activities. Once the pipeline is
installed in the trench, subsoil will be backfilled into the trench. The segregated topsoil
will be placed atop the subsoil, and the ROW will be graded to preconstruction contours;
• Crops damaged due to Pipeline construction will be replaced by DCP;
• DCP will apply for a CDPHE Construction Stormwater Permit. The permit requires the
development of a Stormwater Water Management Plan (SWMP) which will provide
mitigation measures to be followed during construction and operation of the pipeline; and
• The ROW will be stabilized by reseeding and installing permanent erosion controls as
quickly as possible following final grading or left fallow per landowner requests.
2.2.4 Project Schedule
Typical pipeline construction methods will be implemented. These include:
• Survey — The Pipeline alignment and workspace limits will be identified prior to
construction activities;
• Clearing and Grading — The temporary construction ROW will be cleared of trees and
obstructions, and graded to a relatively flat surface to accommodate construction
equipment;
• Trenching — The Pipeline trenches will be excavated to provide a depth of cover required
by the USDOT, Weld County or DCP Standards. Roads and waterbodies will either be
open -cut or bored using standard construction techniques;
• Pipe Stringing and Laying — Pipe segments will be strung along the ROW parallel to the
trench, and will be bent (where required), welded, and lowered -in to the trench;
4 USR Application
Crossroads Discharge Pipeline
Feburary 2018
• Backfilling and Grading — Once the pipeline is installed in the trenches, subsoil will be
replaced into the trench. Topsoil that was segregated during grading operations will be
placed over the subsoil;
• Hydrostatic Testing — The Pipeline will undergo hydrostatic testing to ensure its integrity.
• Restoration - The ROW will be re -graded to its preconstruction contour and seeded to
facilitate revegetation or left fallow per the landowner's request.
DCP intends to construct the Pipeline between September and October, 2018.
2.2.5 Public Outreach
No public meetings pertaining to this project have been held to date.
2.2.6 Potential Hazards
Fire/Explosion hazards: Transporting oil and gas products via pipeline is generally safer than
other modes of transport. There is some small risk of an accident in which the integrity of the
pipeline may be compromised resulting in a release of gas.
In addition to DCP's monitoring and valve cutoff systems described in Section 2.2.7 below, DCP
will clearly mark the Pipeline centerline with markers placed at line of site intervals, and at road
and railroad crossings. The markers will clearly indicate the presence of a gas pipeline, and will
provide a telephone number and address where a company representative can be reached in an
emergency or prior to any excavation in the area of the Pipeline. In addition, DCP participates in
the "One Call" system. "One call" systems serve as the clearinghouse for excavation activities
that are planned close to pipelines and other underground utilities.
Flood hazards: Not Applicable - The Pipeline does not cross a Federal Emergency Management
Agency (FEMA) designated floodplain.
Geological hazards: Not Applicable — According to the Weld County Assessor's Property
Information Portal (http://propertyinfo.co.weld.co.us), no geologic hazards are present on the
subject property.
DCP employs highly trained operators and contractors and maintains close working relationships
with all emergency response personnel. DCP also participates in a continuing education program
to enable customers, the public, government officials, and those engaged in excavation activities
to recognize a gas pipeline emergency and report it to the appropriate authority.
2.2.7 Emergency Procedures
DCP maintains a monitoring system that includes a gas control center that continually tracks
pressures, flows, and deliveries on its entire system. The gas control center is staffed 24 hours a
5 USR Application
Crossroads Discharge Pipeline
Feburary 2018
day, 7 days a week, 365 days a year. DCP also staffs area offices near the pipeline route with
personnel who can provide the appropriate response to emergency situations, notify public safety
officials, and direct safety operations as necessary. DCP's pipeline systems are equipped with
remotely controlled valves that can be operated from the gas control center. In the event of an
emergency, the valves allow for a section of the pipeline to be isolated from the rest of the system.
Data acquisition systems are also present at all of DCP's meter stations. If system pressures fall
outside of a predetermined range, an alarm is activated, and notice is transmitted to the gas
control center.
Routine aerial and ground inspections are conducted by DCP personnel or contractors. These
inspections allow DCP to identify soil erosion that may expose the pipeline; dead vegetation that
may indicate a leak in the line; unauthorized encroachment on the ROW by a third party; or other
conditions that may lead to a safety hazard and/or require preventative maintenance or repairs.
Emergency contact information can be found in Attachment E.
2.2.8 Irrigated agricultural lands
The pipeline ROW will be located in the agricultural zone (AG) district. During pipeline design and
route selection, DCP made efforts to avoid actively cultivated agricultural fields to reduce impact
to productive areas. The lands adjacent to the ROW are also zoned as agricultural. The pipeline
route is as direct as possible limiting the total acreage of land affected during construction. The
effect on land that is disturbed during construction will be temporary in nature since the permanent
ROW will be allowed to revert to its pre -construction state.
In areas where active cultivation could not be avoided, impacts will be minimized by implementing
the following:
• Topsoil will be segregated and preserved during grading operations, and returned as
surface layer soil once the Pipeline is installed;
• The Pipeline will be installed in an area that will avoid affecting the operation of irrigation
equipment; and
• Following construction of the Pipeline, the ROW will be seeded or left fallow per the
landowner's preferred reclamation procedure.
Upon successful completion of construction, disturbed areas will be seeded with native grasses
to encourage vegetation growth and soil stabilization. Agricultural crop land may be left fallow if
that is the landowner's preferred reclamation procedure. Provisions for crop damage on
agricultural land will be addressed with individual landowners.
2.2.9 Conformity with Weld County Code and Zoning Requirements
The properties intersected by the proposed pipeline project are within the agricultural zone district.
Weld County Code Section 23-2-200 et seq. permits construction of oil and gas support and
6 USR Application
Crossroads Discharge Pipeline
Feburary 2018
service facilities in agricultural zoned districts. Chapter 22 of the Weld County Code addresses
goals and policies for agriculturally zoned properties and oil and gas deposit production.
Specifically, Section 22-5-90 of the Weld County Code Comprehensive Plan states: "The most
efficient and environmentally friendly way to transport crude oil is by pipeline, rather than by truck.
Transportation of the product by pipeline has less impact on County roads. Less truck traffic also
benefits air quality in the area". Weld County Code Section 22-5-100 further states: "Oil and gas
activities should be planned to accommodate current and future subdivision activities to the extent
such development can reasonably be anticipated".
The proposed Pipeline project meets the objectives outlined in the Weld County Code
Comprehensive Plan without changing the use of the land. The Pipeline will be buried beneath
the ground's surface and therefore the effect on any active agriculture will be temporary and
isolated to the construction phase of the project. Once the Pipeline is operational, the surface will
be restored to its condition prior to construction, and agricultural activities may resume.
2.2.10 Decommissioning Plan
In the event that any portion of the Pipeline is decommissioned, that portion will be cleaned,
isolated, and abandoned in place or removed per all State and local regulations and per the
landowner agreement.
2.2.11 Haul Routes
The movement of construction equipment and materials to the ROW may temporarily affect
existing transportation networks. To minimize disruption, equipment and material will be stored
in the vicinity of the construction site. Where access to roadways may impede traffic flow,
appropriate traffic control measures will be used. DCP will work with Weld County Department of
Public Works to obtain all necessary road crossing or special transport permits.
DCP will utilize the existing construction office location for storage, staging, and laydown areas.
The office is located at 26960 WCR 47, Greeley, CO 80631.
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USR Application
Crossroads Discharge Pipeline
Feburary 2018
3.0 USR QUESTIONNAIRE RESPONSE
3.1 PLANNING QUESTIONS
3.1.1 Proposed use of the property
See Section 2.1.
3.1.2 Consistency with Weld County Code, Chapter 22 of the Comprehensive Plan
See Section 2.2.9
3.1.3 Consistency with Weld County Code, Chapter 23 (Zoning)
See Section 2.2.9
3.1.4 Consistency and compatibility with surrounding land uses
The Pipeline route is located in unincorporated Weld County in the agricultural zone district. The
area surrounding the Pipeline route contains plowed fields, pivot irrigation systems, oil and gas
production facilities, and non -irrigated pasture. The project is consistent and compatible with the
surrounding land uses as a use allowed by right under Weld County Code Section 23-3-20. In
addition, any impacts to actively cultivated land by the Pipeline will be temporary, and agricultural
operations can resume once the Pipeline is operational.
3.1.5 Hours and days of operation
Once constructed, the Pipeline will operate 24 hours a day, seven days a week, 365 days a year.
Trucks used for regular inspection and/or maintenance will usually travel along the Pipeline's
route between 6:00 AM and 5:00 PM, unless they are responding to an emergency. Daily visits
to the pipeline ROW are not anticipated.
3.1.6 Number of People Proposed to be Employed at this Site
DCP does not anticipate that the project will require any new permanent workforce. The Pipeline
will be operated and maintained by 5-10 existing personnel. The Pipeline will be un-manned
during operation. The ROW may be periodically driven by one or two employees for regular
inspection and/or maintenance. All non -emergency work will take place between 6:00 AM and
5:00 PM, Monday through Friday.
3.1.7 Shift Work
Not applicable as the pipeline in unmanned during operations.
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USR Application
Crossroads Discharge Pipeline
Feburary 2018
3.1.8 Number of People Who Will Use the Site
DCP anticipates that approximately 200-225 construction personnel will be required to construct
the project. Construction personnel will consist of DCP's employees and independent contractors.
The contractor will utilize an existing contractor yard at 26960 WCR 47, Greeley, CO 80631for its
base of operations.
3.1.9 Type and Number of Animals, if any, to be on the Site
Not applicable. No animals will be kept onsite.
3.1.10 Type of lot surface and the square footage of each type
The Pipeline will be installed underground and only ancillary equipment will be built aboveground.
Once construction is complete, the majority of the ROW surface will be turned over to the
landowner. Areas were ancillary equipment will be located will be graveled. See Section 2.1 for
a description and location of ancillary equipment.
3.1.11 Number of parking spaces
Not applicable. There will be no permanent parking spaces.
3.1.12 Existing and proposed landscaping for the site
The Pipeline will be installed underground with the exception of the ancillary equipment. All
aboveground equipment will be located within a fenced area. No landscaping is proposed. The
project ROW will either be seeded with native grasses, or, on agricultural land, left fallow per the
landowner's preferred reclamation procedure. Type of fence and/or screening
3.1.13 Fencing proposed around site
All aboveground facilities will either be located within existing fenced areas or there will be a 6 -
foot chain -link fence constructed around the facility. No additional screening is planned.
3.1.14 Proposed screening for parking and outdoor storage areas
Not applicable. There are no parking or storage areas required for the project.
3.1.15 Reclamation procedures
Upon successful completion of construction, disturbed areas will be seeded with native grasses
to encourage vegetation growth and soil stabilization. Agricultural crop land may be left fallow per
the landowner's preferred reclamation procedure. Provisions for crop damage on agricultural land
and/or remedies for soil erosion problems have been or will be addressed with individual
landowners. In the event that the pipeline is no longer in service see Section 2.2.10 for the
Decommissioning Plan.
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Crossroads Discharge Pipeline
Feburary 2018
3.1.16 Fire Protection to the Site
The Platte Valley Fire Protection District would be dispatched depending on the location of the
emergency along the Pipeline route. The project will not have a water source appropriate for fire
suppression; therefore, water or other fire retardants would be transported to the ROW if needed.
3.1.17 On -site and off -site improvements
The majority of the pipeline will be belowground with no above grade improvements. Ancillary
equipment (launcher/receiver facilities, valves, meter stations, etc.) will be located either within
existing facilities or within fenced areas. No new permanent access roads will be required.
3.2 ENGINEERING QUESTIONS
3.2.1 Types of vehicles that will access this Site and number of roundtrips/day
During construction earthmoving equipment (graders, disking, etc.), stringing trucks, welding
trucks, and pickup trucks would be required along the ROW for construction, installation, and
reclamation activities. The number of roundtrips/day will vary depending on the stage of
construction. Most heavy equipment will remain on the ROW throughout construction. Any
additional traffic resulting from construction of the pipeline will be minor and temporary
During pipeline operation, additional traffic will be limited to an occasional vehicle used for regular
inspection and maintenance. Since the pipeline will not contribute to the alteration of traffic
patterns in Weld County, DCP assumes that a traffic study is not required for this application.
3.2.2 Expected travel routes and travel distribution along the routes
Travel routes to the ROW during construction would vary depending on the pipeline section being
installed. The majority of the workers live in or near the Greeley area and will access the ROW
by travelling southeast to the ROW. Most equipment and supplies will be staged in the Greeley
area. Routes that would commonly be used include CR 49, CR44, and CR 50.
DCP will obtain applicable Road Crossing permits for the construction and operation of the
Pipeline. During operation, access routes to the pipeline would vary depending on the inspection
and maintenance routes.
3.2.3 Travel distribution along routes
The heaviest travel during construction would be between the equipment staging area and the
construction area. Travel routes during operations would be dependent on inspection needs and
time of day.
10
USR Application
Crossroads Discharge Pipeline
Feburary 2018
3.2.4 Time of highest traffic volumes
Construction will typically take place between 6:00 AM and 5:00 PM, Monday through Saturday
with the highest traffic volumes typically at those times when construction personnel are coming
to or leaving the job site. During operation traffic will be limited to periodic site visits.
3.2.5 Access to the site
Temporary access to the ROW would be from existing public and private roads. DCP will consult
with the Weld County Department of Public Words and individual landowners concerning access
to the ROW.
No temporary or permanent access roads or easements are planned outside of the construction
ROW for the proposed pipeline. As such, no Weld County Access Permits are needed at this
time.
3.2.6 Drainage design
The Pipeline project qualifies for an exemption from a stormwater detention requirement as
described in additional detail below.
1. Which exception is being applied for and include supporting documentation.
The project falls under Section 23-12-30.F.1a.5 of the Weld County Code. This section
specifies that "Exceptions to the stormwater detention shall be limited to the following: 5)
Pipelines or transmission lines."
2. Where does the water originate if it flows onto the property from an offsite source.
The southern half of the pipeline is located at a similar elevation than the northern part.
Stormwater and overland flow would generally move east across the proposed ROW from
nearby agricultural fields. Where the ROW crosses farmland, water may also enter the ROW
from irrigation and pivot systems. The pipeline ROW crosses the Neres Canal and smaller
drainage ditches along the route. Any commercial ditches will be bored. The smaller ditches
may be open cut; however, the flow of these systems would not be disturbed during
construction or operations.
3. Where it flows to as it leaves the property.
As the ROW would be restored to its natural contour and drainage patterns, water would flow
across the ROW as it has historically. Surface flow would collect in the local ditch systems along
active fields and roadways and eventually flow into the Latham Ditch and then into the South
Platte River System. As the ROW would be revegetated, the project is not anticipated to
increase the sediment burden on the local watersheds.
11
USR Application
Crossroads Discharge Pipeline
Feburary 2018
4. The direction of flow across the property.
The direction of flow during the operational period of the pipeline would be identical to its pre -
construction flow.
5. If there have been previous drainage problems with the property.
None of the properties have known drainage issues.
Based on the criteria set forth in Section 23-12-30.F.1a.5 of the Weld County Code, this pipeline
project does not require a detention pond.
Following construction of the Pipeline, the land will be returned to its pre -construction contours
and the ROW will be seeded or left fallow according to landowner stipulations. Once restoration
is complete there will be no change in historical flow patterns.
3.3 ENVIRONMENTAL HEALTH QUESTIONS
3.3.1 Drinking water source on the property
During construction, bottled water will be provided for construction personnel. Water may also be
used for dust suppression during construction. After the Pipeline is installed, and the trench is
backfilled, the Pipeline will be pressure -tested with water in accordance with U.S. Department of
Transportation (DOT) pipeline safety regulations identified in 49 CFR 192, Transportation of
Natural and Other Gas by Pipeline: Minimum Federal Safety Standards. The hydrostatic test
water will be discharged per the Colorado Department of Public Health and Environment's
(CDPHE) Discharges Associated with Hydrostatic Testing of Pipelines, Tanks and Similar Vessels
permit.
All water used for dust suppression and hydrostatic testing will come from a municipal source and
be disposed of in compliance with the Colorado Discharge Permit System. No surface water will
be withdrawn by DCP or its contractors during construction or operation of the project.
3.3.2 Sewage disposal system on the property
Temporary sewage disposal units (portable toilets) will be placed in areas of active construction,
and will be maintained regularly to prevent water or soil contamination.
3.3.3 Storage or warehousing
Not applicable. The project will not require permanent storage or warehousing.
3.3.4 Storage and/or stockpile of wastes, chemicals and/or petroleum
During construction, all liquid and solid waste will be stored and removed for disposal according
to applicable regulations. Temporary sewage disposal units (i.e., portable toilets) will be placed in
12 USR Application
Crossroads Discharge Pipeline
Feburary 2018
areas of active construction, and will be maintained regularly to prevent water or soil
contamination. Any leaks from equipment or vehicles will be cleaned up in accordance with all
applicable regulations and disposed of at appropriate disposal facilities. No wastes, chemicals or
petroleum products will be stored or stockpiled on the ROW during operation of the Pipeline.
3.3.5 Fuel storage including the number of tanks and gallons
There will be no bulk fuel storage at the site. Construction equipment and vehicles will receive
fuel from mobile fuel trucks as needed. Fuel trucks and construction equipment will be equipped
with spill kits and fire extinguishers, and personnel will be trained in spill prevention, control, and
countermeasures to mitigate any spills that may occur during refueling operations. Equipment
and vehicles will not receive regular maintenance at the construction site. Any leaks from
equipment or vehicles will be cleaned up in accordance with applicable regulations and disposed
of properly.
3.3.6 Washing of vehicles or equipment
Not applicable. There will be no washing of vehicles or equipment at the site.
3.3.7 Floor drains
Not applicable. There will be no floor drains associated with the project.
3.3.8 Air emissions — dust abatement plan
Short-term air emissions would result from the operation of project vehicles and machinery during
the construction period.
During construction of the project, water trucks will be used to maintain dust and fugitive
particulate suppression. DCP and its contractors will follow the SWMP to prevent soil erosion
during construction, and will install permanent BMPs and/or apply seed to the ROW to encourage
revegetation and soil stabilization during operation of the Pipeline to minimize dust.
The Colorado Department of Public Health and Environment requires an Air Pollution Emission
Notice (APEN) to be filed for projects that disturb 25 or more acres of land. This project will disturb
approximately 35 acres and will require a Land Development APEN from the Colorado
Department of Health and Environment. DCP will obtain the APEN prior to construction of the
project.
3.3.9 Design and operations plan
Not applicable.
13
USR Application
Crossroads Discharge Pipeline
Feburary 2018
3.3.10 Nuisance management plan
Not applicable.
3.3.11 Stormwater management
From east to west, the La Salle Residue Pipeline will not cross creeks or floodplains. However,
the route will cross the Neres Canal, in Township 4N, Range 64W, Section 6.
DCP will obtain a Construction Stormwater Permit from the CDPHE and will implement a
Stormwater Management Plan (SWMP) to implement Best Management Practices (BMPs) to
minimize soil erosion and water runoff. During construction, temporary BMPs (e.g., hay bales and
silt fences) will be installed to stabilize the disturbed ROW and workspaces. After construction of
the Pipeline is completed, the ROW and workspaces will be graded and restored, as nearly as
practicable, to the original contour of the land using the original soil. Permanent soil stabilization
efforts may include construction of water bars and/or silt barriers along surface contours of
disturbed area, which will begin and end in undisturbed soils within the ROW and designed to
direct runoff into areas of low erosion potential. Disturbed areas will be seeded with native grasses
to encourage vegetation growth and soil stabilization. Agricultural crop land may be left fallow as
a landowner's preferred reclamation procedure.
3.3.12 Noxious weeds
If noxious weeds are identified on the right-of-way, they will be controlled to minimize further
propagation pursuant to Chapter 15, Articles I and II of the Weld County Code.
3.4 BUILDING QUESTIONS
3.4.1 Type, size, and number of existing and proposed structures
See Section 2.1 for a detailed description of proposed structures.
3.4.2 How the existing structures will be used for this USR
No existing structures would be utilized by the proposed pipeline
3.4.3 Proposed use(s) of each structure
Aboveground appurtenances associated with this project are used to monitor and maintain the
integrity and safety of the Pipeline. This includes valves, launchers and receivers, and a cathodic
protecting rectifier. Additionally, aboveground meters will allow DCP to monitor the volume of
gas in the Pipeline. None of these facilities will be manned during the operation of the pipeline.
14
USR Application
Crossroads Discharge Pipeline
Feburary 2018
Attachment E
Emergency Contact/Information Sheet
FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION
BUSINESS EMERGENCY INFORMATION:
Business
Name: Crossroads 20 -inch Discharge Pipeline
T4N R64W Sec. 6,7, and 8
Address: T5N, R64W, Sec. 31
Business
Owner: DCP Operating Company, LP
Phone: 970-356-9700
City, ST, Zip: Weld County, CO, 80645
Phone: (970) 378-6340
Home Address: 3026 4th Avenue City, ST, Zip: Greeley, CO, 80631
List three persons in the order to be called in the event of an emergency:
NAME TITLE
David Jost
ADDRESS PHONE
VP Operations North 3026 4th Ave., Greeley, CO, 80631 (970) 378-6345
Pete Stevenson
Environmental Manager 3026 4th Ave., Greeley, CO, 80631 (303) 726-8937
Paul Park
Reliability Manager 3026 4th Ave., Greeley, CO, 80631 (970) 378-6372
Business Hours: 24
Days: 7
Type of Alarm: None Burglar Holdup Fire Silent Audible
Name and address of Alarm Company: NIA
Location of Safe: N/A
MISCELLANEOUS INFORMATION:
Number of entry/exit doors in this building: NIA Location(s):
Is alcohol stored in building?N/A Location(s):
Are drugs stored in building?N/A Location(s):
Are weapons stored in building?N/A Location(s):
The following programs are offered a public service of the Weld Coun
programs of interest. ❑✓ Physical Security Check
UTILITY SHUT OFF LOCATIONS:
Main Electrical: N/A
-„ cheriff's Office. Please indicate the
Crime Prevention Presentation
Gas Shut Off:"
Exterior Water Shutoff: NIA
Interior Water Shutoff: N/A
Attachment A
Meeting Minutes for Pre -Application Meeting
MEMORANDUM
TO: PRE17-0326; Case File, pre -application
DATE: December 14, 2017
FROM: Kris Ranslem, Planning Technician
SUBJECT: Pre -Application Meeting prior to submitting
USR for 20 inch and 6 inch pipeline
Attendees:
Pat Groom, Witwer, Oldenburg, Barry & Groom, LP
Paul Park, Applicant
Kim Ogle, Planning
Hayley Balzano, Engineering
Kris Ranslem, Planning
Evan Pinkham, Public Works
On Thursday, December 14, 2017 an informal discussion took place at the Greeley Administrative Offices
Conference Room regarding a proposed 20 inch natural gas discharge pipeline and 6 inch condensate
pipeline. (The pipelines will originate in the SW4 of Section 18, T4N, R64W at the Crossroads Booster Station
and runs generally north to CR 50 where it terminates at the O'Connor Gas Plant)
Background Information:
DCP is proposing to install a 20 inch discharge pipeline and 6 inch condensate pipeline that will connect the
future Crossroads Booster Station to the existing O'Connor Gas Plant. Both pipelines associated with the
projects will be co -located in the same right-of-way and all portions of the proposed route are located on
private lands. The pipelines will be approximately 3.90 miles in length.
Building Department
Staff was unavailable; however please contact Jose Gonzalez at 970-353-6100 ext. 3540 for further direction.
All building permit requirements can be found on the Weld County web -site:
www.weldqov.com/departments/buildinq/buildinq permit/permit applications/.
Health Department
Staff was unavailable; however please contact Lauren Light at 970-400-2211 for further direction.
Waste handling: Waste materials shall be handled, stored, and disposed in a manner that controls blowing
debris, and other potential nuisance conditions. The applicant shall operate in accordance with Chapter 14,
Article 1 of the Weld County Code.
Please answer the following if applicable; indicate if there will be washing of vehicles or equipment, fuel
storage, maintenance of vehicles or equipment, floor drains in shop, air emissions permit.
Onsite dust: Fugitive dust should attempt to be confined on the property. Uses on the property should comply
with the Colorado Air Quality Commission's air quality regulations.
Sewage disposal information: Include in application how sewage disposal will be accommodated. If using a
septic system provide a copy of the septic permit. Either utilize the County website
www.co.weld.co.us/maps/propertyportal/ or call (970-304-6415) or stop by EH front counter and request a
copy.
Potable water information: Include in application how potable water will be provided. Provide a will serve letter
or water bill from the water district or provide a copy of well permit.
Portable toilets and Bottled water can be used for employees and customers per policy below:
TO DEFINE WHEN PORTABLE TOILETS AND COMMERCIALLY BOTTLED WATER ARE ALLOWED
Purpose: To define when portable toilets and commercially bottled water are allowed.
Policy: Bottled water from a commercial source is allowed in the following circumstances:
1. Temporary or seasonal uses that are utilized 6 months or less per year (for example
recreational facilities, firework stands, farmers markets )
2. Gravel mines
3. 10 or less customers or visitors per day
And/or one of the following:
4. 2 or less full time (40 hour week) employees located on site
5. 4 or less part time (20 hour week) employees located on site
6. Employees or contractors that are on site for less than 2 consecutive hours a day
Policy: portable toilets are allowed in the following circumstances:
1. Temporary or seasonal uses that are utilized 6 months or less per year (for example
recreational facilities, firework stands, farmers markets )
2. Gravel mines
3. 10 or less customers or visitors per day
And/or one of the following:
4. 2 or less full time (40 hour week) employees located on site
5. 4 or less part time (20 hour week) employees located on site
6. Employees or contractors that are on site for less than 2 consecutive hours a day
Public Works
County Road 50 is a paved road and is designated on the Weld County Functional Classification Map (Code
Ordinance 2017-01) as a(n) collector road, which requires 80 feet of right-of-way. The applicant shall delineate
on the site map or plat the future and existing right-of-way and the physical location of the road. If the right-of-
way cannot be verified it shall be dedicated. Pursuant to the definition of setback in the Weld County Code,
Chapter 23, Article III, Section 23-3-50, the required setback is measured from the future right-of-way line. Be
aware that physical roadways may not be centered in the right-of-way. This road is maintained by Weld
County.
County Road 48 is a gravel road and is designated on the Weld County Functional Classification Map (Code
Ordinance 2017-01) as a(n) local road, which requires 60 feet of right-of-way. The applicant shall delineate on
the site map or plat the future and existing right-of-way and the physical location of the road. If the right-of-way
cannot be verified it shall be dedicated. Pursuant to the definition of setback in the Weld County Code,
Chapter 23, Article III, Section 23-3-50, the required setback is measured from the future right-of-way line. Be
aware that physical roadways may not be centered in the right-of-way. This road is maintained by Weld
County.
County Road 46 is a gravel road and is designated on the Weld County Functional Classification Map (Code
Ordinance 2017-01) as a(n) local road, which requires 60 feet of right-of-way. The applicant shall delineate on
the site map or plat the future and existing right-of-way and the physical location of the road. If the right-of-way
cannot be verified it shall be dedicated. Pursuant to the definition of setback in the Weld County Code,
Chapter 23, Article III, Section 23-3-50, the required setback is measured from the future right-of-way line. Be
aware that physical roadways may not be centered in the right-of-way. This road is maintained by Weld
County.
Per Chapter 12, Article 4, Section 12-4-30.B, a Weld County Right -of -Way Use Permit is required for any
project that will be occupying, constructing or excavating facilities within, and/or encroaching upon, any County
rights -of -way or easement. Right -of -Way Use Permit instructions and application can be found at
httgs://www.weldgov.com/departments/qublicworks/permits/.
Any pipeline crossing an arterial road shall be bored with a minimum crossing depth of 10 feet below the
lowest roadside ditch flowline elevation for all lines, except for oil and gas lines whose minimum depth will be
15 feet below the lowest roadside ditch flowline elevation.
Weld County will not replace overlapping easements located within existing right-of-way or pay to relocate
existing utilities within the County right-of-way.
ACCESS
Table 12A.2 Minimum Access Spacing Criteria (Feet)
Access Element
Arterial
Collector
Local
Distance between intersections
Signalized
Unsignalized
2,640
1,320
N/A
1,320
N/A
330
Distance between accesses and intersections
660
660
330
Distance between access points
660
330
150
Distance between access points in subdivisions
660
330
75
Per Chapter 12, Article 5, Section 12-5-30, an Access Permit is required for access to Weld County
maintained roadways. We strongly encourage you to discuss your access with Public Works prior to laying out
your site plan to ensure the approved accesses are compatible with your layout.
For new accesses and/or change of use of an existing access, the fee and photos are required (photo looking
left and right along roadway from the access point and looking in to and out of the access point). These photos
are used to evaluate the safety of the access location. Access permit instructions and application can be found
at https://www.weldgov.com/departments/public works/permits/. Chapter 6, Sections 6.3, 6.4 and 6.5 of the
Weld County Engineering and Construction Criteria offer access design guidance, which can be accessed at:
https://www.weldgov.com/departments/public works/engineering/.
Appendix 12-A of the county code can also be referenced. Existing access points with change of use or new
access points may or may not be granted. Questions pertaining to access permits or access design shall be
directed to the Public Works Department. Application Fee: temporary $75, single residential $75, small
commercial $75, industrial $150, field $0, large commercial $150, subdivision $150. This can be accessed at:
https://www.weldgov.com/departments/public works/engineering/.
For shared accesses, Public Works strongly recommends the property owner establish an access road
maintenance agreement so future owners of the properties will be aware of their requirements for shared
maintenance of the access road. This is not a requirement for the recorded exemption but is recommended to
avoid property owner conflicts in the future.
Per Chapter 12, Appendix 12A.4.1 of the Weld County Code, an access approach that is gated shall be
designed so that the longest vehicle (including trailers) using the access can completely clear the traveled way
when the gate is closed. In no event, shall the distance from the gate to the edge of the traveled surface be
less than 35 feet.
As part of the development review process, all new commercial or residential developments will be required to
submit a TIS that is prepared, stamped, and signed by a professional engineer licensed in the State of
Colorado, unless the TIS is waived by Public Works.
Traffic Narrative
1. Describe how many roundtrips/day are expected for each vehicle type: Passenger Cars/Pickups,
Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site)
2. Describe the expected travel routes or haul routes for site traffic.
3. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from
the south, 30% from the east, etc.)
4. Describe the time of day that you expect the highest traffic volumes.
Public Works may require an Improvements Agreement for one or all the following reasons:
• Off -Site Public Improvements
• Road Maintenance Agreement
• Construction Maintenance Agreement
• Access Improvements Agreement
An Improvements Agreement is required for sites with required offsite improvements per Chapter 12, Article 5,
Section 12-5-60. Collateral is required to ensure the improvements are completed, and maintained.
Improvements/Road Maintenance Agreement: An example agreement is available at:
https://www.weldgov.com/UserFiles/Servers/Server 6/File/Departments/Public%20Works/DevelopmentRevie
w/sprusr.pdf. It will detail the approved haul route(s), outline when offsite improvements will be triggered, and
include a maintenance agreement for the haul routes. Possible mitigations included in the road maintenance
agreement may include but are not limited to: dust control, specified haul routes, damage repairs, and future
improvement triggers.
A Site Plan will be required identifying the following (if applicable):
o Show and label location of existing road, existing road right-of-way, future road right-of-way, and
easements
o Show and label the unmaintained section line right-of-way
o Show and label location of the access(es) and label with access permit number
o Show and label the access turning radii (Residential — 25' Commercial — 60')
o Show and label the approved tracking control
Please contact the following staff regarding the following Public Works issues:
Access Permits: Morgan Gabbert mgabbert@weldgov.com 970-400-3778
Improvements Agreements: Evan Pinkham epinkham@weldgov.com 970-400-3727
Traffic Studies: Dawn Anderson dranderson@weldgov.com 970-400-3736
MS4 Areas: Lyndsay Holbrook lholbrook@weldgov.com 970-400-3788
Right -of -Way Permits: Amy Joseph ajoseph@weldgov.com 970-400-3764
Engineering Department
Weld County has recently adopted a new stormwater drainage code located under Chapter 23, Article 12
Storm Drainage Criteria.
A list of professional engineering consultants is available if you need help finding an engineer to assist you
with your project at the following link http://www.co.weld.co.us/Departments/PlanningZoning/Engineering.html.
Please contact the Department of Planning Services/Development Review Engineering for questions or
assistance 970-353-6100.
This area IS within a Non -Urbanizing Drainage Area: Non -Urbanizing Drainage Areas generally require
detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site and release of the detained
water at the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site.
Detention pond summarized in a drainage report is required unless the project falls under an exception to
stormwater detention requirements per code section 23-12-30 F.1. To avoid holding up case processing, a
minimum of either a preliminary drainage report or a drainage narrative with exception as shown below must
be submitted with 7 -day case submittal information.
1. Drainage Narrative requirements with exception from detention pond.
The Drainage Narrative must describe at a minimum:
i. Which exception is being applied for and include supporting documentation
5. Pipelines or transmission lines.
ii. Where the water originates if it flows onto the property from an offsite source
iii. Where it flows to as it leaves the property
iv. The direction of flow across the property
v. If there have been previous drainage problems with the property
The applicants will be required to maintain the historic drainage flows and run-off amounts that exist from the
property.
If more than 1 acre is to be disturbed for construction of non pipeline or non -gravel pit items such as
structures, parking lots, laydown yards etc..., a Weld County Grading Permit will be required prior to the start
of construction. Grading Permit applications are accepted after the planning process is complete (map
recorded). An Early Release Request Form may be entertained only after the applicant and Planning
Department have reviewed the referral and surrounding property owner comments. The Early Release
Request may or may not be granted depending on referral comments and surrounding property owner
concerns. Contact an Engineering representative from the Planning Department for more information.
Application Fees: 1-5 Acres/ $50, 5.1 - 20 Acres/$100, 20.1 Acres or Greater/$200 + $1 per acre over 20.
A Construction Stormwater Permit is also required with the State for disturbing more than 1 acre. Contact:
Colorado Department of Public Health and Environment, Water Quality Control Division, Rik Gay, 303-692-
3575.
This site IS NOT in a Geologic Hazard Area.
This site IS NOT in a FE MA regulatory floodplain.
A Site Plan will be required identifying the following (if applicable):
• Show and label location of drainage related features i.e. detention pond(s), ditches, etc... Detention
ponds shall be labeled as "No Build/Storage Area" and include design volume
• Show and label the drainage flow arrows showing how the stormwater flows across the property
• Show and label the parking and traffic circulation flow arrows showing how the traffic moves around
the property
CONTACT INFORMATION
Hayley Balzano
Department of Planning Services Engineer
hbalzano@weldgov.com
970-400-3552
Planning Department
Staff urged the applicant to contact staff for any questions:
Planner On Call available Monday through Friday 7:30 a.m. to 4:30 p.m. or contact Kim Ogle at 970-400-3549
or kogle@weldgov.com
Staff explained the USR process. The applicant shall submit 1 packet for a 7 day completeness review. After
the 7 day completeness review the applicant will be informed of what items are still required to make the
application complete. Staff requested that the applicant submit the remaining material in electronic form.
Upon submittal of a completed application it will be sent out for referral for 28 days. The applicant will then
meet with their Planner to discuss the referrals and address as many of the referrals as possible. At that
meeting the Planning Commission hearing will be scheduled. The Board of County Commissioners hearing
typically follows approximately 3 weeks after the Planning Commission hearing.
The above notes are provided as a courtesy to the applicant. While we strive to help identify as many
potential issues upfront during the pre -application meeting we cannot anticipate every issue that may come up
during the formal application process. The information contained herein has been placed on file with the
Department of Planning Services. The pre -application is valid for a period of one (1) year from the date of pre -
application. If a formal application is not received following the time period specified herein the Planning
Department reserves the right to require a new pre -application meeting. Please note that all land use, building
and impact fees are subject to change throughout this time period.
End memorandum.
PRE APPLICATION
REVIEW REQUEST
• The first leetin with the County's Development Review Team is a Pre -Application review meeting. Anyone
with a development idea can schedule a Pre Application review meeting to get feedback on their idea. Pre -
Application meetings are free and are meant to asst property owners and applicants in understanding what
is required during development review.
• At the Pre -Application meeting members of various departments will offer comments on the development
proposal. Based on the input from the meeting the applicant can then decide if they would file to move
forward with a formal Land Use appkc-atien.
• Pre -Application reviews are typically held Thursdays and Fridays of any given week at the planning
department offices at the address at the bottom of this form. Submit the Pre -Application review recuest form,
c uestionnaire, and map to the planning rte artnent. A planner will contact the applicant and set up a date and
time for the Pre -Application meeting,
• The application can be wailed, ermailed to i' is leIle Martin Ommartin wweldyoy.cOm), faxed to 970-304-64498,
or dropped off at the Planning Department at 1555 N. 17thAve, Greeley, CO, 80631,
The week following the Pie -Application meeting, the applicant will receive meeting minutes summarizing the
requirements that are specific to the project discussed during the meeting. The commentsp from the meeting
minutes, assist you in preparing the detailed components of your format Land Use application,.
OFFICE
USE ON
PLY
Case
Number:
Planner:
i
Contact information:
Date and
time
of meeting:
Name
DCP
Operating
Company,
LP,
a Delta::^dare
limited
partnership
Phone
970-352-3161
Fax 970x352-3165
Email
pgrocm@wnhjlaw.cnm
Address
822 7th Stp Ste. 760, Greeley, Colorado
80631
20 -inch
natural
gas discharge
pipeline
and 6 -inch
condensate
pipeline
Project
Description
Property
Information:
Section -Township - Range
Commences in Si
8
T4N
R64
Zone
District
AG
Parcel Number
Various
- See Attached
Narrative
Acreage
Ni'A
Water
Source
NIA
Site Address
Various - see Attached
Narrative
Legal
Description
various a See Attached
Narrative
Sewer\Septic
N/A
Owner Name
various surface
owners
- See Attached
Narrative
is this property currently in violation? Eyes
o Case Number
Either date and time
Preferred date and time For meeting (Thursday or Friday):
• View the Weld County Code littps://www.wpid_govecorni
• View the VVeld County Property Portal t# , s:h w .weld.caus/reaps/property octal/
View other Weld County Planning Cases - E -permit center https:/accela-aca,ce.weld.co.ustcitizenaccess
7121/2017
an, or p.m.
repatrriont of Planning Services I Development Review
1555 N. 17' Avenue, Groeleyi CO 80631 Pig, 970-353-6100 l Fax 97O -;3Q4-6498
w'nw_t&.weld cn.us/Departments/PlartrnngZar�iri
Crossroads to O'Connor Project
Weld County Pry -Application Information
Project Description:
DCP is planningto construct, own, and operate the Crossroads to Otonnor Pipeline Project, which
consists of an approximately 3.90 mile long 20 inch discharge pipeline and 6 -inch condensate pipeline.
that will connect the future Crossroads Booster Station (USR170023) to the existing O'Connor Gas
Plant, Both pipelines associated with the Projects will be co -located in the same right-of-way (ROW) and
all portions of the proposed route are located on private lands. Any aboveground facilities, such as
valves or meters, will be located within the boundaries of the booster stations. The project is located
entirely within agricultural zoned lands.
Route Description:
The project route was designed to minimize impacts to landowners and runs parallel DP's Me bourn 3
pipeline route. The project will originate at the proposed Crossroads Booster Station located in the
southwest quarter of Section 18 T4N RG4W, about 5,7 miles southwest of Kersey in Weld County, CO.
The pipeline route starts about a2 miles north of CR 44 and runs generally north to CR 50, where it
crosses the road and terminates at the O'Connor Gas Plat approximately 0.22 miles north of CR 50. See
the attached figure for an overview of the planned route.
Parcels Crossed by the Project:
The table below summarizes the parcels crossed by the pipeline.
Parcels
r'ose
risi.'the
citiosroodstp:Ce:COrtriot.Project
010rth tG50pth1.. •
Parcel
Owner
096331400003
DCP
Lucerne
2 Plant
LLC
105306100036
Wilrn
oth Farms 3-W LLC
105306000023
Dietrich
Family
LLLP
105307000045
Dietrich
Family
LLLP
105307400009
Garcia Silverio, Monge Alicia
105307400010
Franklin Isabel C
10531
100035
Corzine Thomas
105318100036
Richardson James
M
105318200013
Noble Energy WYCO
LLC
105318300002
DCP
Midstream
LP
104"38'30"W
1
40 23J"P,-
40'18'30"h —
I
1
104 '37'0"W
1
I
Projection: Colorado State Plane, North Zone, NAD 83
Source: Digital Globe
Disclaimer For illustration purposes only
A th .A d S I I DCP ftAid t D CO
At
or. u gal mo e l id s ream, enver,
24
I
104' 35'30"W
I I
1
L4N
64W
ICI 53C 73 Outs
n
105307000044
",.
10.53e7 00046
1
dl i.i J?'irl(I+4
1(15 ;19 '1^d :1]5
—"r
5.7,1 siyD
r T /"
18
1.9
ti
Idl :M'XI&:L7..
I
O'Connor
I [15".:11.05000331
1
104' 33'0"W
I 1
I
I
134 34 33'�
I
104'34' 30"W
I
20
I
104 '38'30"W
I
I
1.04 3T0" W
I
I
•l-1 3 5.3Ci
-40'21'30"N
Larimer
Boulder
Weld
7Area of
Detail
ogan
Morgan
BrJ=. field
Jeffer.
40'20'0"N
•-•40'18'30"I\
WE shington
gton
Adams
Arapahoe
Locator Map
Legend
Li Future Compressors
A Plant
ns Proposed Pipeline Route
Parcels
0 0.25 0.5 1
Miles
1 inch = .5 miles
1: 261464
Crossroads to O'Conner
Pipeline Project
Preliminary Route
Weld County, CO.
cIcP
Midstieam.
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